Esstt Bridge

Index (Repairing) Sl No.

Bridge Name

Page no

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52

Repairing Estimate Bridge no : 213/1 Quantity Calculation Bridge no : 213/1 Repairing Estimate Bridge no : 223/4 Quantity Calculation Bridge no : 223/4 Repairing Estimate Bridge no : 228/1 Quantity Calculation Bridge no : 228/1 Repairing Estimate Bridge no : 229/1 Quantity Calculation Bridge no : 229/1 Repairing Estimate Bridge no : 234/1 Quantity Calculation Bridge no : 234/1 Repairing Estimate Bridge no : 235/3 Quantity Calculation Bridge no : 235/3 Repairing Estimate Bridge no : 237/1 Quantity Calculation Bridge no : 237/1 Repairing Estimate Bridge no : 240/1 Quantity Calculation Bridge no : 240/1 Repairing Estimate Bridge no : 245/3 Quantity Calculation Bridge no : 245/3 Repairing Estimate Bridge no : 250/4 Quantity Calculation Bridge no : 250/4 Repairing Estimate Bridge no : 251/1 Quantity Calculation Bridge no : 251/1 Repairing Estimate Bridge no : 252/1 Quantity Calculation Bridge no : 252/1 Repairing Estimate Bridge no : 255/1 Quantity Calculation Bridge no : 255/1 Repairing Estimate Bridge no : 255/2 Quantity Calculation Bridge no : 255/2 Repairing Estimate Bridge no : 259/1 Quantity Calculation Bridge no : 259/1 Repairing Estimate Bridge no : 259/2 Quantity Calculation Bridge no : 259/2 Repairing Estimate Bridge no : 259/3 Quantity Calculation Bridge no : 259/3 Repairing Estimate Bridge no : 260/1 Quantity Calculation Bridge no : 260/1 Repairing Estimate Bridge no : 260/2 Quantity Calculation Bridge no : 260/2 Repairing Estimate Bridge no : 260/4 Quantity Calculation Bridge no : 260/4 Repairing Estimate Bridge no : 260/5 Quantity Calculation Bridge no : 260/5 Repairing Estimate Bridge no : 260/6 Quantity Calculation Bridge no : 260/6 Repairing Estimate Bridge no : 264/1 Quantity Calculation Bridge no : 264/1 Repairing Estimate Bridge no : 264/2 Quantity Calculation Bridge no : 264/2 Repairing Estimate Bridge no : 265/1 Quantity Calculation Bridge no : 265/1 Repairing Estimate Bridge no : 266/1 Quantity Calculation Bridge no : 266/1

2-5 6-8 9 - 12 13 - 15 16 - 19 20 - 22 23 - 26 27 - 29 30 - 33 34 - 36 37 - 40 41 - 43 44 - 48 49 - 51 52 - 55 56 - 57 58 - 61 62 - 64 65 - 68 69 - 71 72 - 75 76 - 78 79 - 82 83 - 85 86 - 89 90 - 92 93 - 96 97 - 99 100 - 103 104 - 105 106 - 109 110 - 112 113 - 116 117 - 119 120 - 123 124 - 126 127 - 130 131 - 132 133 - 136 137 - 139 140 - 143 144 - 146 147 - 150 151 - 153 154 - 157 158 - 160 161 - 164 165 - 167 168 - 171 172 - 174 175- 178 179 - 181

Index (Bridge Estimate) Sl No

Bridge Name

Page No

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53

Abstract Cost Estimate Bridge No : 209/1 Quantity Calculation Bridge No : 209/1 Cost Estimate Bridge No : 213/1 Quantity Calculation Bridge No : 213/1 Cost Estimate Bridge No : 223/4 Quantity Calculation Bridge No : 223/4 Cost Estimate Bridge No : 226/1 Quantity Calculation Bridge No : 226/1 Cost Estimate Bridge No : 228/1 Quantity Calculation Bridge No : 228/1 Cost Estimate Bridge No : 229/1 Quantity Calculation Bridge No : 229/1 Cost Estimate Bridge No : 232/1 Quantity Calculation Bridge No : 232/1 Cost Estimate Bridge No : 234/1 Quantity Calculation Bridge No : 234/1 Cost Estimate Bridge No : 235/3 Quantity Calculation Bridge No : 235/3 Cost Estimate Bridge No : 237/1 Quantity Calculation Bridge No : 237/1 Cost Estimate Bridge No : 240/1 Quantity Calculation Bridge No : 240/1 Cost Estimate Bridge No : 241/1 Quantity Calculation Bridge No : 241/1 Cost Estimate Bridge No : 245/3 Quantity Calculation Bridge No : 245/3 Cost Estimate Bridge No : 250/4 Quantity Calculation Bridge No : 250/4 Cost Estimate Bridge No : 251/1 Quantity Calculation Bridge No : 251/1 Cost Estimate Bridge No : 252/1 Quantity Calculation Bridge No : 252/1 Cost Estimate Bridge No : 255/1 Quantity Calculation Bridge No : 255/1 Cost Estimate Bridge No : 255/2 Quantity Calculation Bridge No : 255/2 Cost Estimate Bridge No : 259/1 Quantity Calculation Bridge No : 259/1 Cost Estimate Bridge No : 259/2 Quantity Calculation Bridge No : 259/2 Cost Estimate Bridge No : 259/3 Quantity Calculation Bridge No : 259/3 Cost Estimate Bridge No : 260/1 Quantity Calculation Bridge No : 260/1 Cost Estimate Bridge No : 260/2 Quantity Calculation Bridge No : 260/2 Cost Estimate Bridge No : 260/4 Quantity Calculation Bridge No : 260/4 Cost Estimate Bridge No : 260/5 Quantity Calculation Bridge No : 260/5 Cost Estimate Bridge No : 260/6 Quantity Calculation Bridge No : 260/6

1-4 5-9 10 - 11 12 - 15 16 - 18 19 - 22 23 - 25 26 - 29 30 - 31 32 - 35 36 - 38 39 - 42 43 - 45 46 - 50 51 - 52 53 - 56 57 - 59 60 - 63 64 - 66 67 - 70 71 - 73 74 - 77 78 - 80 81 - 85 86 - 87 88 - 91 92 - 94 95 - 98 99 - 101 102 - 105 106 - 108 109 - 112 113 - 115 116 - 119 120 - 122 123 - 126 127 - 129 130 - 133 134 - 136 137 - 140 141 - 143 144 - 147 148 - 150 151 - 154 155 -157 158 - 161 162 - 164 165 - 168 169 - 171 172 - 175 176 - 178 179 - 182 183 - 185

Sl No

Bridge Name

Page No

54 55 56 57 58 59 60 61 62

Cost Estimate Bridge No : 264/1 Quantity Calculation Bridge No : 264/1 Cost Estimate Bridge No : 264/2 Quantity Calculation Bridge No : 264/2 Cost Estimate Bridge No : 265/1 Quantity Calculation Bridge No : 265/1 Cost Estimate Bridge No : 266/1 Quantity Calculation Bridge No : 266/1 Annexure-I

186 - 189 190 - 192 193 - 196 197 - 199 200 - 203 204 - 206 207 - 210 211 - 213 214

Index

Sl No.

Bridge Name

Page No.

1

Abstract of Cost for ROB

1

2

Cost Estimate for ROB No. 222/1

2

3

Cost Estimate for ROB No. 227/1

3

4

Cost Estimate for ROB No. 238/2

4

5

Cost Estimate for ROB No. 243/1

5

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam.

Abstract of Bridge Sl no

Chainage

Bridge Number

1

208415

209/1

83715247

7631471

2

212964

213/1

3843254

3

222595

223/4

4

225454

5

Protection work

Total Amount

46683197

4479733

142509648

4361152

4996144

1661894

14862444

7490574

5663192

7657806

1376013

22187585

226/1

244385207

23916554

84373397

10811927

363487085

227462

228/1

6465518

11477347

7688495

1441941

27073301

6

228087

229/1

5996341

10441881

7360981

1592802

25392005

7

231240

232/1

65021408

5311920

17303325

12290131

99926784

8

233214

234/1

4931416

8773643

5345836

1353616

20404511

9

234859

235/3

6536365

5794902

7660685

1220261

21212213

10

236259

237/1

4360989

3019475

4131320

738296

12250080

11

239322

240/1

4056387

6086571

5259062

1068934

16470954

12

240272

241/1

384107664

30270892

99342251

12883592

526604399

13

244803

245/3

3568408

3266608

5381863

853013

13069892

14

249990

250/4

4674659

3966948

5451262

954638

15047507

15

250350

251/1

5410407

3043138

5871868

989581

15314994

16

251630

252/1

3146003

2186448

4660377

729730

10722558

17

254000

255/1

3314720

5161212

4822344

773338

14071614

18

254750

255/2

5242120

2220405

5654614

1009724

14126863

19

258170

259/1

3174818

1290626

4556071

601683

9623198

20

258380

259/2

2966473

1955483

4704570

694720

10321246

21

258590

259/3

11491302

7172930

10273280

1866128

30803640

22

259015

260/1

7056378

3516355

8207648

1303642

20084023

23

259230

260/2

6602668

8643895

6165614

1251493

22663670

24

259580

260/4

4445961

2586142

5632670

864840

13529613

25

259685

260/5

4191425

2674023

5652421

901225

13419094

26

259870

260/6

4841176

2464563

5332024

821020

13458783

Foundation Substructure Superstructure

27

263570

264/1

5804558

2469928

4822344

773345

13870175

28

263955

264/2

2897694

1501263

4610317

644714

9653988

29

264876

265/1

3087778

2298645

4796887

754574

10937884

30

265310

266/1

7542217

3229441

5819061

1009840

17600559

Total-

1,560,700,310

Executive Engineer, PWD Nagaon NH Division, Nagaon

Widening & Rehabiliation Sl no Chainage

Bridge Dismentaling Foundation Number

Substructure Superstructure

Ruppes

1

212964

213/1

104,715

613,447

455,953

1,382,460

2,556,575

2

222595

223/4

183,138

1,191,778

649,760

2,084,142

4,108,818

3

227462

228/1

233,329

1,395,824

1,335,324

1,696,710

4,661,187

4

228087

229/1

217,058

1,395,876

1,188,107

1,690,820

4,491,861

5

233214

234/1

145,782

647,749

556,737

1,494,203

2,844,471

6

234859

235/3

187,388

1,187,123

676,088

2,086,432

4,137,031

7

236259

237/1

85,263

413,807

1,169,230

2,138,488

8

239322

240/1

156,977

614,217

565,880

1,385,178

2,722,252

9

244803

245/3

100,342

647,685

365,057

1,482,814

2,595,898

10

249990

250/4

112,938

995,378

393,973

1,500,684

3,002,973

11

250350

251/1

93,668

1,392,045

416,105

2,087,088

3,988,906

12

251630

252/1

76,611

899,480

286,231

1,377,954

2,640,276

13

254000

255/1

81,241

900,118

331,915

1,382,054

2,695,328

14

254750

255/2

95,960

952,754

395,253

1,689,338

3,133,305

15

258170

259/1

87,078

581,501

139,117

1,367,871

2,175,567

16

258380

259/2

71,386

610,877

230,832

1,368,238

2,281,333

17

258590

259/3

234,904

2,592,675

1,015,141

2,813,056

6,655,776

18

259015

260/1

137,139

1,310,164

423,335

2,311,053

4,181,691

19

259230

260/2

154,825

1,395,824

1,016,838

1,719,776

4,287,263

20

259580

260/4

88,803

935,252

304,129

1,694,206

3,022,390

21

259685

260/5

90,435

946,506

324,676

1,704,987

3,066,604

22

259870

260/6

87,206

675,398

326,470

1,489,713

2,578,787

470,188

23

263570

264/1

81,385

613,630

332,993

1,380,474

2,408,482

24

263955

264/2

72,267

578,710

191,444

1,366,111

2,208,532

25

264876

265/1

77,095

615,637

286,714

1,374,327

2,353,773

26

265310

266/1

79,820

946,740

502,306

1,704,302

3,233,168

Total-

84,170,735

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of work : 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (Total Length = 57.50 km) in Sonitpur district in the state of Assam

Abstract of Cost for ROB

Amount (Rs.)

Sl. No.

Description of Items

1

ROB No. 222/1

Rs.

41119979.45

2

ROB No. 227/1

Rs.

39259966.47

3

ROB No. 238/2

Rs.

39259966.47

4

ROB No. 243/1

Rs.

39259966.47

Total Rs.

158899879.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Annexure-I Analysis of Rate for Hand Rail Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 11611979. Item to include all incidental works required to complete the work as directed by the Engineer- in-charge. Management shall be made for the length of the pipe only

DETAILS OF COST FOR 6.75M Materials 1. MS plates: 1*6*0.14*0.15*0.01*7850=9.89kg ( base plate) 1*6*0.14*0.15*0.01*7850=9.89kg (template) 1*6*0.14*0.35*0.016*7850=36.93kg (vertical plate) Total= 56.71 kg+10% wastage=62.38 kg 2. Fastener: MS bar 16mm 1*2*6*0.70*1.578 kg/m= Total= 13.26 kg+10% wastage=14.56 kg 3. MS nuts and washer: 4*6=24 nos @ 0.125 kg=3.00 kg 4. G.I. Pipe 65mm NB heavy duty 5. Welding ( base plate with verticle plate) 1*2*14.00=25.00 cm Quantity for 6 sets=28*6=168.00cm 6. Labour for cutting and errection charges i. Black smith ii. Bandhani iii. Beldar 7. Galvanishing: 1.5 sqm

Quantity

Unit

Rate (in Rs.)

Amount (in Rs.)

62.38

Kg

55.00

3430.90

14.59

Kg

50.00

729.50

3.00

Kg

50.00

150.00

6.75

m

500.00

3375.00

168

cm

1.00

168.00

each each each sqm

160.00 125.00 97.00 180.00

Rs.

28.80 11.25 64.02 270.00 8227.47 822.75 9050.22 905.0217 9955.24 1474.85

Rs.

1475/m

0.18 0.09 0.66 1.5

Add 10% overhead charges Add 10% contractor's profit Cost for 6.75m Cost for 1.00m

Say

Rs. Rs. Rs.

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for existing br No.213/1,Ch-212964

3

Total Quantity 4

Rate in Rs. 5

Cum

2816.778

54.00

152,106.00

2/12.8 Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or Cum equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 Cum

135.166

6514.00

880,471.00

H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump Cum

191.616

9030.00

1,730,293.00

14.743

73279.00

1,080,384.00

196.320

8120.00

1,594,119.00

126.221

9169.00

1,157,325.00

Item No.

Particulars/Descrption of items

Unit

2

1

Amount (Rs.) 6

Foundation 1/12.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I. Ordinary Soil B. Mechanical means (II) With dewatering (i) upto 3m depth

3/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications. (A) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement tonne bar of Fe-500 N/mm2 Substructure 4/13.5 Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 B. PCC Grade M20 a) Height up to 5.0 m Cum

5/13.6

H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and Cum concrete Pump Supplying, fitting and placing TMT bar reinforcement in MT substructure complete as per drawing and technical specifications

Item No.

Total Quantity 4

Rate in Rs. 5

21.948

73343.00

1,609,708.00

Cum

87.140

10591.00

922,900.00

MT

6.08

77554.00

471,219.00

(i)'Providing & fixing 2 mm thick corrugated copper plate metre in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre metre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick metre premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification.

24.000

1640.00

39,360.00

24.000

558.00

13,392.00

24.000

317.00

7,608.00

(iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.

24.00

17.00

408.00

152.49

12993.00

1,981,303.00

Particulars/Descrption of items

Unit

2

3

1

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement Tonne bar of Fe-500 N/mm2 Super Structure

Amount (Rs.) 6

6/14.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B.'RCC Grade M25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m 7/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 8/14.18 Filler joint

9/14.4 Providing and laying Cement concrete wearing coat M30 grade including reinforcement complete as per drawing and Technical Specifications 10/8.22 Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians,constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH-33022/1/94-DO III dated June 1994 as per dimension in the approved drowing and at locations directed by the engineer,all as specified.

metre

3

Total Quantity 4

Rate in Rs. 5

metre

35.88

4170.00

149,620.00

11/Analy HAND RAIL metre sis Rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the Engineer- in-charge. Management shall be made for the length of the pipe only. (Rate from Annexure-I) 12/14.7 Construction of RCC railing of M30 Grade in-situ with 20 metre mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 13/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar Cum

35.88

1475.00

52,923.00

17.94

2044.00

36,670.00

28.80

12025.00

346,320.00

14/14.10 PCC M15 grade levelling course below approach slab Cum, complete as per drawing and technical specification 15/14.9 Drainage Spouts complete as per drawing and Technical Each specification. 16/14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.) (B) For RCC Railing RM

14.40

5498.00

79,172.00

2.00

10197.00

20,394.00

53.82

160.00

8,612.00

548.26

1524.00

835,543.00

40.00

204.00

8,160.00

Item No.

Particulars/Descrption of items

1

2 B. M 40 grade concrete

Unit

17/13.9 Back filling behind Abutment ,Wing wall and Return Wall Cum complete as per drawing and technical specification. (A) Granular material Cum 18/13.8 Providing weep holes in brick mansonry/plain/reinforced Each concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification

Amount (Rs.) 6

3

Total Quantity 4

Rate in Rs. 5

Each Each Each

4 30.00

3500.00 3400.00 298.00

Item No.

Particulars/Descrption of items

Unit

1

2

19/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud 20/8.51 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Protection work 21/15.10 Curtain wall complete as per drawing and Technical specification A. Stone masonry in cement mortar (1:3)

Cum

Amount (Rs.) 6

13,600.00 8,940.00

4333.00

0.00

Cum

100.14

7046.00

705,587.00

22/15.11 Flexible Apron :Construction of flexible apron 1 m thick Cum comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 23/15.9 Dry rubble Flooring, Construcytion of dry rubbl flooring at Cum cross drainage works for relatively less important works

303.66

1485.00

450,936.00

301.00

1679.00

505,371.00

B. Cement concrete Grade M15

Total- 14,862,444.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Item No.

Particulars/Descrption of items

Unit

1

2

3

Total Quantity 4

Rate in Rs. 5

Amount (Rs.) 6

Item No.

Particulars/Descrption of items

Unit

1

2

3

Total Quantity 4

Rate in Rs. 5

Amount (Rs.) 6

Item No.

Particulars/Descrption of items

Unit

1

2

3

Total Quantity 4

Rate in Rs. 5

Amount (Rs.) 6

3,843,254.00

4,361,152.00

4,996,144.00

1,661,894.00

Quantity Calculation fo Br. No.213/1,Ch-212964 Sl. No. 1

Item No. 12.1

Earth work in or foundation of structures as per drawings & technical specification including setting out.

2

2.65

12

6.3

Unit Qty for 2Lane 3 400.68 m

2

4.35

10.34

12

1079.50

2

0.3

1.5

12

10.80

2 2

0.3

1.5 0.45

10.34 11.9

9.31 233.91

4

2

12.8

PCC M-15

33.74+9.94 2

15

0.45

9.94

67.10

33.74

6

0.75

151.83

33.74

3

0.75

75.92

33.74

2.5

1.85

156.05

33.74

2

1.5

101.22

6.08+1.8 2

16.83

2

530.48

Total =

2816.78

12

0.15

1

16.94

16.94

15

9.94

0.15

22.37

33.74+9.94 2

0.15

11.9

77.97

Total=

135.17

c/wall Apron 2

3

12.8

12

1.2

m3

143.14

2

0.25

1.5

12

m3

9.00

2

0.25

1.5

9.44

m

3

7.08

2

1.2

3

4.5

m3

32.40

Total= 4

12.40

25

mm dia

25

2

47

11.92

kg

4322.84

mm dia

47

10.86

kg

1969.21

20

mm dia

66

13.2

kg

2151.11

20

mm dia

66

13.2

kg

2151.11

12

mm dia

10

43.88

kg

390.04

12

mm dia

292

2

kg

519.11

100

32.4 Total =

13.5

191.62

Reinforcement in foundation

m/wall

5

17.89

9.94

RCC M35(open foundation)

m/wall

m3

9.94

3240.00 kg

14743.43

Total = MT

14.74

Substructure (M35) Dirt wall -

2

0.82

12

Abutment cap -

2

0.7

12

Abutment-

2

4.666

M/wall

2

0.7+1.2 2 0.2+0.45 2

3

0.25

m3 3

0.225 m 12 m3

4.92 3.78 106.38

5.7111

11.14

Total=

126.22

6

13.5

Substructure (M20) PCC 1 196.32 m3

Wing wall7

13.6

Supplying, fitting and placing TMT bar Reinforcement in substructure complete as per drawing and technical specifications

Dirt wall -

Abutment cap -

Abutment-

8

14.1

9

14.2

10

14.18

11

8.22

12

14.7

13

14.16

14

14.4

15

14.9

196.32

12

mm dia

2

6

25.5

12

mm dia

2

0.95

2

12

mm dia

2

10

12

mm dia

2

1.85

28

mm dia

2

7.02

2

12

mm dia

2

32

25.9

12

mm dia

2

32

95

m/wall

11.13

Furnished and placing reinforcement/Prestressed cement concrete in Superstructure as per drawing and Technical Specifications. Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specification Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered For RCC Railing Providing and laying Cement concrete Wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Drainage Spouts complete as per drawing and Technical specification.

kg

272.00

kg

290.49

12.45

kg

221.33

80

kg

263.11

kg

12909.87

kg

1473.42

1

kg

5404.44

100

kg

1113.00

Total = kg

21947.67

86

95

Total = Tonne

21.95

1

87.14 m3

87.14

1

6.076 MT

6.08

2

12

Nos.

24.00

2

17.94 m

35.88

2

8.97

17.94

3

17.94 m2

53.82

m3

152.49

17.94

8.5

1

2

m

Nos.

2.00

5.711 m3

548.26

4

m3

28.80

12.00

4

m3

14.40

2

20

Nos.

40.00

30

Nos.

30.00

4

Nos.

4.00

16

13.9

Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification with Granular Material. (A) Granular material . Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.

2

12

4.00

17

14.11

2

0.3

12.00

18

14.10

PCC M15 grade levelling course below approach slab complete as per drawing and technical specification

2

0.15

19

13.8

20

8.51

21

8.47

Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm),90mm height(frombottom of shank to the top of stud)with detachable battery.

22

15.11

303.66 m3

303.66

23

15.9

Stone apron Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Flore apron :Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works

m3

301.00

24

15.10

Curtain wall complete as per drawing and Technical specification

100.14 m3

100.14

17.94 m

35.88

Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification.

25 Analysis Rate HAND RAIL

301

2

Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc

Executive Engineer, PWD Nagaon NH Division, Nagaon

Qty for 4Lane

5633.56

270.33

383.23

29486.86 29.49

252.44

392.64

43895.33 43.90 174.28

12.15

48.00

71.76

35.88

107.64

304.98

4

1096.51

57.60

28.80

80

60

8

607.32

601.99

200.28 71.76

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for Repairing of existing br No.213/1,Ch-212964 Item No. 1 1/2.4

Particulars/Descrption of items

Unit

2 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) II) By Mechanical Means

3

(a) Cement concrete grade M-15 & M-20 Wing wall(b) Prestressed/ Reinforced cement grade M-20 & above. Foundation 2/12.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I.Ordinary Soil B.Mechanical means (ii) With dewatering Cum (i) upto 3m depth 3/12.8 Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (P) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 Cum H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump Cum 4/12.40 Supplying, fitting and placing uncoated HYSD reinforcement in foundation complete as per drawing and Technical Specification (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar tonne of Fe-500 N/mm2 Substructure 5/13.5 Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 H. RCC Grade M 35 a) Height up to 5.0 m

Total Quantity 4

Rate in Rs. 5

115.34 111.09

356.00 573.00

41,062.00 63,653.00

191.86

54.00

10,361.00

5.22

6514.00

33,994.00

34.79

9030.00

314,154.00

3.48

73279.00

254,938.00

Amount (Rs.) 6

Item No. 1

Particulars/Descrption of items

Unit

2 3 Case – II : With Batching plant, Transit Mixer and concrete Cum Pump. 6/13.6 Supplying, fitting and placing TMT bar reinforcement in MT substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar Tonne of Fe-500 N/mm2 Super Structure 7/14.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.

Total Quantity 4 27.63

Rate in Amount (Rs.) Rs. 5 6 9169.00 253,306.00

2.76

73343.00

202,647.00

Cum

26.98

10591.00

285,724.00

tonne

2.16

77554.00

167,381.00

metre

24.00

1640.00

39,360.00

metre

24.00

558.00

13,392.00

metre

24.00

317.00

7,608.00

metre

24.00

17.00

408.00

(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B. RCC GRADE M 25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m 8/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 9/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.

Item Particulars/Descrption of items No. 1 2 10/8.22 Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians,constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH-33022/1/94-DO III dated June 1994 as per dimension in the approved drowing and at locations directed by the engineer,all as specified. B. M 40 grade concrete 11/14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 12/14.1 Reinforced cement concrete approach slab including 1 reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar

3

Total Quantity 4

Rate in Rs. 5

metre metre

35.88 17.94

4170.00 2044.00

149,620.00 36,670.00

Cum

27.60

12025.00

331,890.00

13/14.1 PCC M15 grade levelling course below approach slab Cum 0 complete as per drawing and technical specification. 14/14.9 Drainage Spouts complete as per drawing and Technical Each specification. 15/13.8 Providing weep holes in brick mansonry/plain/reinforced Each concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification

27.60

5498.00

151,745.00

2.00

10197.00

20,394.00

24.00

204.00

4,896.00

4.00 10.00

3400.00 298.00

13,600.00 2,980.00

Unit

Amount (Rs.) 6

16/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud Each 17/8.51 Providing relfective pavement marker with Micro Each prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Item Particulars/Descrption of items No. 1 2 18/16.1 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.)

3 Sqm

Total Quantity 4 74.55

Rate in Rs. 5 78.00

metre

17.00

3628.00

61,676.00

20/16.2 Removal of existing asphaltic wearing coat comprising of Sqm

84.49

59.00

4,985.00

26.62

614.00

16,343.00

Each

24.72

500.00

12,359.00

b)16 mm dia re-bar fastners 25% of 99 C) 20 mm dia re-bar fastners 25% of 99

Each

24.72

700.00

17,302.00

Each

24.72

750.00

18,538.00

d) 25 mm dia re-bar fastners 25% of 99

Each

24.72

800.00

19,774.00

19/16.17 Replacement of Expansion Joints complete as per drawings.

50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 21/16.28 (A)'Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface. 22/16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers. a) 12 mm dia re-bar fastners 25% of 99

Unit

Sqm

Amount (Rs.) 6 5,815.00

Each

Total- 2,556,575.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Repairing Quantity Calculation fo Br. No.213/1,Ch-212964 Sl.N Item o. No. 1 2.4 Dismantling (M20):(ii) (A) Cement concrete grade M-15 & M-20 Wing Wall2

Unit Qty for 2-Lane 57.67 Cm

(B) Prestressed/ Reinforced cement grade M-20 & above. Post 2 0.275 0.25 0.9 Rail2 2 0.2 0.175 Kerb2 0.5 0.2 Slab1 0.82 9.4 Dirt wall2 0.82 0.25 Abut/Pier2 0.7+1.0 3.95 Raft-

2

12.1 Earth work in or foundation of structures as per drawings & technical specification including setting out.(Upto 3m)-

3

12.8 PCC M15-

4

12.8 RCC M35 (open

2

10 14.915 17.94 3.95 3.95 4.891

Cm Cm Cm Cm Cm Cm

1.24 2.09 3.59 30.45 1.62 32.84 39.26 111.09

2 9.94

3.95

1 Cm Total= Cm

9.95 3.5

3.5 4.8

1.65 4

9.94

3.5

9.94

3.5

115.34

m3 m3

57.46 134.40

Total= m3

191.86

0.15 m3 Total=

5.22 5.22

1

34.79

foundation)-

5

12.4 Reinforcement in foundation-

6

13.5 Substructure(M35)-

34.79

2 2

7

13.6 Reinforcement in Substructure-

8

14.1 Superstructure RCC (M25)-

6.7+1.0 2 0.25

3.15 3.5

27.63

1

3.5

9.4

Total= 34.79 100 kg 3479.00 Total= kg 3479.00 3.5 Total= Tonne 3 26.19 4.891 m 0.82 m3 Total= m3

1.435 27.63

100 Kg 2763.00 2763.00 Total= Kg Total= Tonne 2.76

9

14.2 Reinforcement in Superstructure-

26.978

10

14.9 Drainage Spouts complete as per

1

0.82 Total= 80 Total= Total= 2.00

2 2 2 2 4

12.00 12.00 12.00 12.00 0.3

3

26.978 26.978 2158.24 2158.24 Tonne 2.16 Nos. 2.00 Nos. Nos. Nos. Nos. 3 m

m m3 Kg Kg

drawing and Technical specification.

11

14.18 Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

12

14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification

2

11.5

24.00 24.00 24.00 24.00 27.60

Sl.N Item o. No. 13 14.11 Reinforced cement concrete

14

15

2

11.5

approach slab including reinforcement and formwork complete as per drawing and Technical specification. 14.7 Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm.

8.22 Reinforced Cement Concrete Crash

4

0.3

Unit Qty for 2-Lane 3 27.60 m

1

17.94 m

17.94

2

17.94 m

35.88

7.5

9.94

74.55

2.00

8.5

metre

17.00

8.5

9.94

metre

84.49

2

12

Nos.

24.00

4

Nos.

4.00

10

Nos.

10.00

2 4.891

0.25

sqm sqm

0.41 8.31

1.8

9.94

sqm

17.89

Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete.

16

16.1 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.)

17

16.17 Replacement of Expansion Joints

18

16.2

19

13.8

20

8.47

21

8.51

22

16.28

complete as per drawings. Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, Providing 'Sparkle Solar Road Studds,manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm),90mm height (frombottom of shank to the top of stud)with detachable battery. RPM: Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification. Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface.

0.82 2

0.7+1.0 2

Total=

26.62

Sl.N Item o. No. 23 16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers.

59.321 0.6

Unit Qty for 2-Lane Each 99

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for Repairing of existing br No.223/4,Ch-222595 Item No. 1 1/2.4

Particulars/Descrption of items

Unit

2 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) II) By Mechanical Means (a) Cement concrete grade M-15 & M-20 Wing wall(b) Prestressed/ Reinforced cement grade M-20 & above. Foundation

3

Total Quantit 4

Rate in Rs. 5

197.12 197.14

356.00 573.00

70,175.00 112,963.00

317.72

54.00

17,157.00

10.16

6514.00

66,209.00

67.76

9030.00

611,873.00

6.78

73279.00

496,539.00

Amount (Rs.) 6

2/12.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I.Ordinary Soil B.Mechanical means (II) With dewatering (i) upto 3m depth Cum 3/12.8 Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or Cum equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 Cum H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete Cum pump 4/12.40 Reinforcement in Foundation: Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and technical specifications

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement tonne bar of Fe-500 N/mm2 Substructure 5/13.5 Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 H. RCC Grade M 35 a) Height up to 5.0 m

Item No. 1

Particulars/Descrption of items

Total Quantit 4 39.37

Rate in Rs. 5 9169.00

Tonne

3.94

73343.00

288,752.00

Cum

53.96

10591.00

571,448.00

tonne

4.32

77554.00

334,761.00

metre

36.00

1640.00

59,040.00

metre

36.00

558.00

20,088.00

metre

36.00

317.00

11,412.00

metre

36.00

17.00

612.00

Unit

2 3 Case – II : With Batching plant, Transit Mixer and Cum concrete Pump. 6/13.6 Supplying, fitting and placing TMT bar reinforcement in MT substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Super Structure 7/14.1 Furnished and placing reinforcement/Prestressed cement concrete in superstructure as per drawing and Technical Specifications. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B.RCC GRADE M 25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m 8/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 9/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.

Amount (Rs.) 6 361,008.00

Item No. 1

3

Total Quantit 4

Rate in Rs. 5

metre metre

54.72 27.36

4170.00 2044.00

228,183.00 55,924.00

Cum Cum

27.60 27.60

12025.00 5498.00

331,890.00 151,745.00

Spouts complete as per drawing and Each Technical specification 15/13.8 Providing weep holes in brick mansonry/plain/reinforced Each concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification

4.00

10197.00

40,788.00

56.00

204.00

11,424.00

4.00 18.00

3500.00 3400.00 298.00

13,600.00 5,364.00

Particulars/Descrption of items

Unit

2

Amount (Rs.) 6

10/8.22 Reinforced Cement Concrete Crash Barrier (Provision

of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians,constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH-33022/1/94-DO III dated June 1994 as per dimension in the approved drowing and at locations directed by the engineer,all as specified. B. M 40 grade concrete 11/14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 12/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 13/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 14/14.9 Drainage

16/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by

Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud Each b) Uni-directional Stud Each 17/8.51 Providing relfective pavement marker with Micro Each prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Item No. 1

3 Sqm

Total Quantit 4 145.20

Rate in Rs. 5 78.00

19/16.17 Replacement of Expansion Joints complete as per drawings.

metre

25.50

3628.00

92,514.00

20/16.2 Removal of existing asphaltic wearing coat comprising

Sqm

164.56

59.00

9,710.00

27.34

614.00

16,790.00

42.74 42.74 42.74 42.74

500.00 700.00 750.00 800.00

21,368.00 29,915.00 32,052.00 34,188.00 4,108,818.00

Particulars/Descrption of items

Unit

2

18/16.1 Removal of existing cement concrete wearing coat

Amount (Rs.) 6 11,326.00

including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.)

of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 21/16.28 (A)'Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned 22/16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers. (a)12 mm dia re-bar fastners 25% of 171 (b)16 mm dia re-bar fastners 25% of 171 (C) 20 mm dia re-bar fastners 25% of 171 (d)25 mm dia re-bar fastners 25% of 171

Sqm Each

Each Each Each Each

Total-

Executive Engineer, PWD Nagaon NH Division, Nagaon

Repairing Quantity Calculation for Br. No.223/4,Ch-222595 Sl. No. 1

Item No. 2.4 Dismantling (M20):(ii) (A) Cement concrete grade M-15 & M-20. Wing Wall2

98.56

Cm

197.12

(B) Prestressed/ Reinforced cement grade M-20 & above. Post 2 0.275 0.25 Rail2 2 0.2 Kerb2 0.5 Slab2 0.82 Dirt wall2 0.82 Abut/Pier2 0.7+1.0

0.9 0.175 0.2 9.4 0.25 3.95

15 23.235 27.36 3.95 3.95 4.461

Cm Cm Cm Cm Cm Cm

1.86 3.25 5.47 60.89 1.62 29.96

2 1 19.36

3.95 3.95

4.461 Cm 1 Cm Total= Cm

17.62 76.47 197.14

19.36 3.5

3.5 6.12

2.16 4.0

1 Raft-

2

12.1 Earth work in or foundation of structures as per drawings & technical specification including setting out.(Upto 3m)-

3

12.8 PCC M15-

4

12.8 RCC M35 (open foundation)-

5

12.40 Reinforcement in foundation-

6

13.5 Substructure(M35)-

2

19.36

1 2 7

8

3.5

19.36

2

0.7+1.0 2 1.0 0.25

13.6 Reinforcement in Substructure-

Unit Qty for 2Lane

1

146.36 171.36

Total= m3

317.72

0.15 m3 Total=

10.16 10.16

3.5 Total=

67.76 67.76

100

67.76 kg Total= kg Total= Tonne

3.15

4.461

4.46 3.5

3.15 0.82 Total= 39.37 Total= Total=

100

6776.00 6776.00 6.78

m3

23.89

m3 m3 m3 Kg Kg

14.05 1.435 39.37 3937.00 3937.00 3.94

Tonne

14.1 Superstructure RCC (M25)2

3.5

9.4

9

14.2 Reinforcement in Superstructure-

53.96

10

14.9 Drainage Spouts complete as per

2.00

11

m3 m3

drawing and Technical specification. 14.18 Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

3 3 3 3

0.82 m3 Total= m3 80 Total= Total= 2.00 12.00 12.00 12.00 12.00

Kg Kg

53.956 53.956

Nos.

4316.48 4316.48 4.32 4.00

Nos. Nos. Nos. Nos.

36.00 36.00 36.00 36.00

Tonne

Sl. Item No. No. 12 14.10 PCC M15 grade levelling course below 13

14

15

16

17 18

19

20

21

22

approach slab complete as per drawing and technical specification 14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. 14.7 Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. 8.22 Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. 16.1 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.) 16.17 Replacement of Expansion Joints complete as per drawings. 16.2 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m.

2

11.5

4

0.3

Unit Qty for 2Lane 3 27.60 m

2

11.5

4

0.3

m3

27.60

1

27.36

m

27.36

2

27.36

m

54.72

7.5

19.36

145.20

3

8.5

25.50

8.5

19.36

metre

164.56

2

28

Nos.

56.00

4

Nos.

4.00

18

Nos.

18.00

0.25 4.461

sqm sqm

0.40 7.58

1

sqm

19.36

13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, 8.47 Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm) ,90mm height (frombottom of shank to the top of stud)with detachable battery. 8.51 RPM: Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification. 16.28 Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface.

0.8 2

2 0.7+1.0 2

19.36

Total-

27.34

Sl. Item No. No. 23 16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers.

Unit Qty for 2Lane 102.564 Each 171 0.6

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for existing br No.223/4,Ch-222595 Item No. 1

Particulars/Descrption of items

2 Foundation 1/12.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I. Ordinary Soil B. Mechanical means (II) With dewatering (i) upto 3m depth 2/12.8 Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork.

3

Total Quantity 4

Rate in Rs. 5

Cum

2106.25

54.00

113,738.00

Unit

Amount (Rs.) 6

(p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35

Cum

Cum

291.89

6514.00

1,901,377.00

(II) Using Batching plant Transit mixer and concrete pump 3/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications. (A) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

Cum

380.79

9030.00

3,438,561.00

(i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Substructure 4/13.5 Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 B. PCC Grade M20 a) Height up to 5.0 m H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Pump 5/13.6 Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

tonne

27.80

73279.00

2,036,898.00

Cum

191.99

8120.00

1,558,959.00

Cum MT

194.55

9169.00

1,783,840.00

Item No. 1

Particulars/Descrption of items 2 (i) TMT Corrosion Resistant Steel reinforcement bar of Fe-500 N/mm2 Super Structure

Unit (CRS)

3 Tonne

Total Rate in Quantity Rs. 4 5 31.64 73343.00

Amount (Rs.) 6 2,320,393.00

6/14.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B.'RCC Grade M25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m 7/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in superstructure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 8/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. 9/14.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications 10/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.

Cum

174.280

10591.00

1,845,800.00

MT

12.15

77554.00

942,437.00

metre

24.000

1640.00

39,360.00

metre

24.000

558.00

13,392.00

metre

24.000

317.00

7,608.00

metre

24.00

17.00

408.00

232.56

12993.00

3,021,653.00

Item No. 1

2 B. M 40 grade concrete 11/Analy HAND RAIL sis Rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the Engineer- in-charge. Management shall be made for the length of the pipe only. (Rate from Annexure-I)

3 metre metre

Total Quantity 4 54.72 54.72

12/14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 13/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 14/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 15/14.9 Drainage Spouts complete as per drawing and Technical specification. 16/14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.) (B) For RCC Railing 17/13.9 Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification. (A) Granular material 18/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification

metre

27.36

2044.00

55,924.00

Cum

28.80

12025.00

346,320.00

Cum,

14.40

5498.00

79,172.00

Each

8.00

10197.00

81,576.00

RM Cum

82.08

160.00

13,133.00

Cum Each

506.98 40.00

1524.00 204.00

772,632.00 8,160.00

Particulars/Descrption of items

Unit

Rate in Rs. 5 4170.00 1475.00

Amount (Rs.) 6 228,183.00 80,712.00

Item No. 1 19/8.4

3

Total Quantity 4

Rate in Rs. 5

Each

17.28

5200.00

89,856.00

Each Each Each

4.00 60.00

3500.00 3400.00 298.00

13,600.00 17,880.00

Cum Cum Cum

90.70 206.28

4333.00 7046.00 1485.00

0.00 639,073.00 306,326.00

Cum

256.47

1679.00

430,614.00

Particulars/Descrption of items

Unit

2 Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (V) 80cmm x 45 cm rectangular

20/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bidirectional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud 20/8.51 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Protection work 21/15.10 Curtain wall complete as per drawing and Technical specification A. Stone masonry in cement mortar (1:3) B. Cement concrete Grade M15 22/15.11 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 23/15.9 Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works

Total-

Amount (Rs.) 6

22,187,585.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

7,490,574.00

5,663,192.00

7,657,806.00

1,376,013.00

Quantity Calculation fo Br. No.223/4 , Ch-222595 Sl. No. 1

Item No. 12.1 Earth work or

Unit

foundation of structures as per drawings & technical specification including setting out

3

Qty for 2Lane 462.00

2

3.5

5.5

12

2

19.36

1.25

12

580.80

2

0.3

1.5

12

10.80

2

0.3

1.5

19.36

17.42

0.45

5.6

215.61

2 30.56+19.36

m

2

4

15

0.45

19.36

130.68

30.56

6

0.75

137.52

30.56

3

0.75

68.76

30.56

2.5

1.85

141.34

30.56

2

1.5

91.68

6.08+1.8 2

7.92

2

249.64

Total= 2

12.8

PCC M-15 =

12 c/wall

Approach base 15 2 30.56+19.36

2106.25 33.95

0.15

m

1

15.7

m3

15.70

3

156.75

1

Floor apron

3

18.86

19.36 0.15

156.75 m 0.15 5.6

43.56 41.93

2

Total= 3

12.8

RCC M35(open foundation)

m/wall

3

19.36

1.4

12

m

2

0.25

1.5

12

m

2

0.25

1.5

2

1.2

4.5

3

9.00

18.86 m3 3 m3

14.15

Total= 4

380.79

25

mm dia

33.00

120

kg

15277.78

20

mm dia

26.8

120

kg

7940.74

12

mm dia

10

64.52 kg

573.51

12

mm dia

2

430

kg

764.44

100

32.4

kg

3240.00

Total = kg

27796.47

Total= Tonne 13.5

Abutment cap =

Abutment =

2

12

0.7

12

2

0.7+1.4 2

4.461

1

0.225

1

12

0.2+0.45 2

4.5

Pier M/wall

0.82

2

Pier cap

13.5

27.80

Substructure (M35) RCC Dirt wall =

6

32.40

12.40 Reinforcement in foundation =

m/wall

5

291.89 325.25

2

0.25

m3

4.92

3

3.78

0.225 m 12 m3

112.42

m3

2.70

4.461 m3 5.881 m3

53.53

12

17.20

Total =

194.55

1 191.99 m3

191.99

Substructure (M20) PCC Wing wall

7

13.6

Reinforcement in substuctureDirt wall =

Abutment cap =

Pier Cap

Abutment

Pier

12

mm dia

2

12

mm dia

2

12

mm dia

12

mm dia

12

mm dia

12

mm dia

28

mm dia

2

12

mm dia

2

12

mm dia

2

28

mm dia

12 12

6 0.95

26.55 kg 86

kg

290.49

2

10

13.5

kg

240.00

2

1.85

86

kg

282.84

1

10

13.5

kg

120.00

1

1.85

86

kg

141.42

2

110

6.512 kg

13866.54

27.3

30

kg

1456.00

30

110

1

kg

5866.67

2

80

6.512

kg

5042.38

mm dia

1

27.3

30

kg

728.00

mm dia

1

30

60

1

kg

1600.00

m/wall

17.2

100

kg

1720.00

Total= kg

31637.54

Total= Tonne 8

9

10

Furnished and placing reinforcement/Prestressed cement concrete in Superstructure M25 as per drawing and Technical Specifications. 14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specification 14.18 Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

14.1

11

13.14 Elastomeric bearing =

12

8.22

13

14

15

283.20

2

Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. 14.7 Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. 14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered For RCC Railing 14.4 Providing and laying Cement concrete Wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.

31.64

2

87.14 m3

174.28

2

6.076 MT

12.15

2

12

Nos.

24.00

Cucm

0.00

2

27.36 m

54.72

1

27.36

27.36

3

27.36 m2

82.08

27.36

8.5

232.56

16

14.9

17

13.9

18

14.11

19

14.10

20

13.8

21

8.4

22

8.51

23

8.47

24

15.11

25

15.9

26

15.10

27 Analysis Rate

Drainage Spouts complete as per drawing and Technical specification. Back filling behind Abutment ,Wing wall 2 and Return Wall complete as per drawing and technical specification with Granular Material. (A) Granular material . Reinforced cement concrete approach 2 slab including reinforcement and formwork complete as per drawing and Technical specification. PCC M15 grade levelling course below 2 approach slab complete as per drawing and technical specification Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, Sign board : Retro reflectorised Traffic sign: Providing and erecting of RetroReflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification. Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P. Solar India Ltd. Of siz(125mmx125mm),90mm height(frombottom of shank to the top of stud)with detachable battery. Stone apron Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Flore apron :Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works Curtain wall complete as per drawing and Technical specification HAND RAIL Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc.

2

4

Nos.

5.281 m3

506.98

3

28.80

m

3

14.40

Nos.

40.00

12

4.00

0.3

12.00

4

m

0.15

12.00

4

2

20

17.28 m2

17.28

60

Nos.

60.00

4

Nos.

4.00

206.28

206.28

256.47 m3

256.47

m3

90.70

90.7 2

8.00

27.36 m

Executive Engineer, PWD Nagaon NH Division, Nagaon

54.72

380.134

41.52

15783.15

490.875

33.00

16198.88

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for Repairing of existing br No.228/1,Ch-227462

3

Total Quantity 4

Rate in Rs. 5

Cm Cm

315.52 211.17

356.00 573.00

112,326.00 121,003.00

Cum

386.49

54.00

20,871.00

Cum

8.57

6514.00

55,851.00

Cum

80.64

9030.00

728,180.00

8.06

73279.00

590,922.00

Item No.

Particulars/Descrption of items

Unit

1 1/2.4

2 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) II) By Mechanical Means (a) Cement concrete grade M-15 & M-20 Wing wall(b) Prestressed/ Reinforced cement grade M-20 & above. Foundation

Amount (Rs.) 6

2/12.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

3/12.8

I.Ordinary Soil B.Mechanical means (II) With dewatering (i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump

4/12.40 Reinforcement in Foundation: Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and technical specifications

5/13.5

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement tonne bar of Fe-500 N/mm2 Substructure Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 H. RCC Grade M 35 a) Height up to 5.0 m

Total Quantity 4 80.91

Rate in Rs. 5 9169.00

Tonne

8.1

73343.00

593,419.00

Cum

33.67

10591.00

356,599.00

tonne

2.7

77554.00

208,900.00

metre

36.00

1640.00

59,040.00

metre

36.00

558.00

20,088.00

metre

36.00

317.00

11,412.00

(iv)'Providing and filling joint sealing compound as per metre drawings and technical specifications with coarse sand and 6% bitumen by weight. 10/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as B. M 40 grade concrete metre

36.00

17.00

612.00

46.72

4170.00

194,823.00

Item No. 1

Particulars/Descrption of items

2 Case – II : With Batching plant, Transit Mixer and concrete Pump. 6/13.6 Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Super Structure 7/14.1 Furnished and placing reinforcement/Prestressed cement concrete in superstructure as per drawing and Technical Specifications. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B. RCC GRADE M 25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m 8/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 9/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification.

Unit 3 Cum

Amount (Rs.) 6 741,905.00

MT

Item No.

Particulars/Descrption of items

1 2 11/14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 12/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 13/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 14/14.9 Drainage Spouts complete as per drawing and Technical specification 15/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification 16/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud 17/8.51 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. 18/16.1 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.) 19/16.17 Replacement of Expansion Joints complete as per drawings. 20/16.2 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 21/16.28 (A)'Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned

3 metre

Total Quantity 4 23.36

Rate in Rs. 5 2044.00

Cum Cum

27.60 27.60

12025.00 5498.00

331,890.00 151,745.00

Each

4.00

10197.00

40,788.00

Each

40.00

204.00

8,160.00

Each Each Each

4.00 15.00

3500.00 3400.00 298.00

13,600.00 4,470.00

Sqm

115.20

78.00

8,986.00

metre

25.50

3628.00

92,514.00

Sqm

130.56

59.00

7,704.00

46.48

614.00

28,538.00

Unit

Sqm

Amount (Rs.) 6 47,748.00

Item No.

Particulars/Descrption of items

1 2 22/16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers. a)12 mm dia re-bar fastners 25% of 159 b)16 mm dia re-bar fastners 25% of 159 C)20 mm dia re-bar fastners 25% of 159 d)25 mm dia re-bar fastners 25% of 159

Unit 3 Each

Each Each Each Each

Total Quantity 4

Rate in Rs. 5

39.67 39.67 39.67 39.67

500.00 700.00 750.00 800.00

Amount (Rs.) 6

19,835.00 27,769.00 29,753.00 31,736.00 Total- 4,661,187.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Repairing Quantity Calculation for Br. No.228/1,Ch-227462 Sl.N Item o. No. 1 2.4 Dismantling (M20):(ii) (A) Cement concrete grade M-15 & M-20 Wing Wall(B) Prestressed/ Reinforced cement grade M-20 & above Post 2 0.275 0.25 Rail2 2 0.2 Kerb2 0.5 Slab2 0.65 Dirt wall2 0.25 Abut/Pier2 0.7+1.0 2

1 Raft-

2

12.1 Earth work in or foundation of structures as per drawings & technical specification including setting out.(Upto 3m)-

2

Unit

2

Qty for 2-Lane

157.76 Cm

315.52

0.9 0.175 0.2 7.4 0.65 3.95

13 19.785 23.36 3.95 3.95 8.442

Cm Cm Cm Cm Cm Cm

1.61 2.77 4.67 38.00 1.28 56.69

1 15.36

3.95 3.95

8.442 Cm Cm 1.2 Total= Cm

33.35 72.81 211.17

15.5 3.5

3.5 6.15

3.95 4.0

m3 m3

214.29 172.20

Total= m3

386.49 8.57 8.57

3

12.8 PCC M15-

15.66

3.65

0.15 m3 Total=

4

12.8 RCC M35 (open foundation)-

15.36

3.5

5

12.4 Reinforcement in foundation-

1.5 80.64 Total= 80.64 100 kg 8064.00 Total= kg 8064.00 8.06 Total= Tonne

6

13.5 Substructure(M35)-

80.64

2 2

7

13.6 Reinforcement in Substructure-

8

14.1 Superstructure RCC (M25)-

0.7+1.0 2

3.5

8.442

m3

50.23

1.0 0.65

3.5 3.5

8.442 m3 0.25 m3 Total= m3

29.55 1.14 80.91

80.91

2

3.5

7.4

100 Kg 8091.00 Total= Kg 8091.00 Total= Tonne 8.1

0.65 m3 Total= m3

33.67 33.67

9

14.2 Reinforcement in Superstructure-

33.67

80 Kg 2693.60 Total= Kg 2693.60 Total= Tonne 2.7

10

14.9 Drainage Spouts complete as per

2.00

2.00

drawing and Technical specification.

Nos.

4.00

Sl.N Item o. No. 11 14.18 Filler joint Providing & fixing 20 mm

Unit

thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

12

14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.)

13

14.11

14

14.7

15

8.22

16

16.1

17

16.17 Replacement of Expansion Joints

18

19

20

complete as per drawings. 16.2 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, 8.47 Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm) ,90mm height (frombottom of shank to the top of stud)with detachable battery.

3 3 3 3

12.00 12.00 12.00 12.00

Nos. Nos. Nos. Nos.

Qty for 2-Lane 36.00 36.00 36.00 36.00

2

11.5

4

0.3

m3

27.60

2

11.5

4

0.3

m3

27.60

1

23.36

m

23.36

2

23.36

m

46.72

7.5

15.36

115.20

3

8.5

25.50

8.5

15.36

metre

130.56

2

20

Nos.

40.00

4

Nos.

4.00

Sl.N Item o. No. 21 8.51 RPM: Providing relfective pavement

Unit 15

Nos.

Qty for 2-Lane 15.00

0.25 8.442

sqm sqm

0.33 14.35

1

8.442

sqm

8.44

1

23.36

marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification.

22

16.28 Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface.

2

0.65

2

0.7+1.0 2

Total-

23

16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers.

95.208 Each 0.6

23.36 46.48 159

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for existing br No.228-1,Ch-227462 Item No.

3

Total Quantity 4

Rate in Rs. 5

Cum

1746.96

54.00

94,336.00

Cum

131.07

6514.00

853,806.00

Cum

278.80

9030.00

2,517,564.00

tonne

40.94

73279.00

2,999,812.00

Cum

487.22

8120.00

3,956,227.00

Cum

362.38

9169.00

3,322,648.00

Particulars/Descrption of items

Unit

2

1

Amount (Rs.) 6

Foundation 1/12.1

2/12.8

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I. Ordinary Soil B. Mechanical means (II) With dewatering (i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35

(II) Using Batching plant Transit mixer and concrete pump 3/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications. (A) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Substructure 4/13.5 Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 B. PCC Grade M20 a) Height up to 5.0 m H. RCC Grade M 35

5/13.6

a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Pump Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

Cum

MT

Item No. 1

Particulars/Descrption of items 2 (i) TMT Corrosion Resistant reinforcement bar of Fe-500 N/mm2 Super Structure

Steel

3 Tonne

Total Quantity 4 57.24

Rate in Rs. 5 73343.00

Cum

84.52

10591.00

895,152.00

MT

16.51

77554.00

1,280,417.00

metre

1640.00

0.00

metre

558.00

0.00

metre

317.00

0.00

metre

17.00

0.00

Unit (CRS)

Amount (Rs.) 6 4,198,472.00

6/14.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B.'RCC Grade M25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m 7/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 8/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. 9/14.22 Strip Seal Expansion Joint (Providing and laying of a strip

metre

24.00

11804.00

283,296.00

Cucm

105600.00

1.02

107,712.00

197.54

12993.00

2,566,638.00

seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation).

10/13.14 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

11/14.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Item No.

Particulars/Descrption of items

1 2 12/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete 13/Analy HAND RAIL sis Rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the Engineer- in-charge. Management shall be made for the length of the pipe only. (Rate from Annexure-I) 14/14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 15/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 16/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 17/14.9 Drainage Spouts complete as per drawing and Technical specification. 18/14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.) (B) For RCC Railing 19/13.9 Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification. (A) Granular material

3

Total Quantity 4

Rate in Rs. 5

metre metre

46.48 46.48

4170.00 1475.00

193,822.00 68,558.00

metre

23.24

2044.00

47,503.00

Cum Cum,

28.80 14.40

12025.00 5498.00

346,320.00 79,172.00

Each

4.00

10197.00

40,788.00

RM

69.72

160.00

11,156.00

Cum

1084.03

1524.00

1,652,065.00

Unit

Amount (Rs.) 6

Item No.

Particulars/Descrption of items

1 2 20/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification 21/8.4 Retro reflectorised Traffic sign:

3 Each

Total Quantity 4 40.00

Rate in Rs. 5 204.00

Each Each

17.28 60.00

5200.00 298.00

89,856.00 17,880.00

Cum Cum Cum

93.90 213.57

4333.00 7046.00 1485.00

0.00 661,620.00 317,152.00

Cum

275.86

1679.00

463,169.00

Unit

Amount (Rs.) 6 8,160.00

Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)

(V) 80cmm x 45 cm rectangular

23/8.51 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Protection work 24/15.10 Curtain wall complete as per drawing and Technical specification A. Stone masonry in cement mortar (1:3) B. Cement concrete Grade M15 25/15.11 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 26/15.9 Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works

Total- 27,073,301.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Quantity Calculation fo Br. No.228/1 , Ch-227462 Sl.N Item o. no. 1 12.1 Earth work or

Unit 2 2

foundation of structures as per drawings & technical specification including setting out

4

16.3 31.64+15.24 2

15 31.64 31.64 31.64 31.64 13.5

8 0.45

2.16 9.5

0.45 6 3 2.5 2

15.24 0.75 0.75 1.85 1.5 2

6.08+1.8 2

m

3

102.87 142.38 71.19 146.34 94.92 425.52

Total = 2

12.8 PCC M-15 =

2

16.3 15

2

31.64+15.24 2

8 15.24 0.15

0.15 0.15 8.2

1746.96 m3 m3 3 m

Total = 3

5

12.40 Reinforcement in foundation = 32 16 20 25

13.5 Substructure RCC M-35 Dirt wall

1

m3

246.40

2 3 Total R.C.C.M35

1.2

4.5

m3

32.40 278.80

mm dia mm dia mm dia mm dia m/wall

160 106 77 16.8 100

9.8 9.8 16.8

2 2 2 2

2 2 2

Abutment cap

Abutment Pier cap Pier

2

M/wall

6

7

131.07

7.7

2

foundation)

4

39.12 34.29 57.66

16

12.8 RCC M35(open m/wall

Qty for 2Lane 563.33 200.41

2 14

1.588 0.225

Kg Kg Kg Kg 32.4 Kg Total = Kg Total = Tonne

12 12 8.974

0.3 1 12

1

0.225

12

1

12 3

1.0+1.5 2

0.2+0.45 2

13.5 Substructure PCC M20 Wing wall

11.43 5.40 269.22 2.70

4.461 10.304 m3

1

13.6 Reinforcement in substuctureDirt wall 12 mm dia 2 12 mm dia 2

m3 m3 m3

19822.62 3283.12 12776.30 1814.81 3240.00 40936.85 40.94

53.53 20.09

Total =

362.38

487.22 m3

487.22

2 2

4.08 12.6

86 11

kg kg

1247.57 492.80

Abutment cap

12 12

mm dia 2 mm dia 2

6 2.6

2 86

12.8

kg kg

273.07 397.51

Abutment

32

mm dia 2

2

112

11.29

kg

31971.05

Sl.N Item o. no.

Unit

12 12

8

9

14.2

11

8.22

12

14.7

13 14.22

14 14.16

14.4

16

14.9

17

13.9

18 14.11

19 14.10

20

60 60

14.1 Furnished and placing

10 13.14

15

mm dia 2 mm dia 2 M/wall

reinforcement/Prestressed cement concrete in Superstructure M25 as per drawing and Technical Specifications. Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specification Supplying, fitting and fixing in position true 8 to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories. Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered For RCC Railing Providing and laying Cement concrete Wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. Drainage Spouts complete as per drawing and Technical specification. Back filling behind Abutment ,Wing wall 2 and Return Wall complete as per drawing and technical specification with Granular Material. (A) Granular material . Reinforced cement concrete approach 2 slab including reinforcement and formwork complete as per drawing and Technical specification. PCC M15 grade levelling course below 2 approach slab complete as per drawing and technical specification

13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe,

50

1

Qty for 2Lane kg 2933.33 1.5 kg 17920.00 20.09 kg 2009.00 Total= kg 57244.33 Total= Tonne 57.24 84.52 m3 84.52

1

16.51

40

6.6

2

23.24

1

23.24

2

12

m

24.00

3

23.24

m2

69.72

8.50

23.24

1

4

27.5 112 100

MT

16.51

Cucm 105600.00

m

46.48

23.24

197.54

Nos.

4

11.292 m3

1084.03

4

m3

28.80

12.00

4

m3

14.40

2

20

Nos.

12

4.00

0.3

12.00

0.15

40

Sl.N Item o. no. 21 8.4 Sign board : Retro reflectorised Traffic

22

8.51

23 15.11

24

15.9

25 15.10 26 Analys is Rate

sign: Providing and erecting of RetroReflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification. Stone apron Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Flore apron :Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works Curtain wall complete as per drawing and Technical specification HAND RAIL Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc.

Unit 2

Qty for 2Lane 17.28

1

17.28

1

60

1

213.57

214

1

275.86 m3

276

94

m

Nos.

1

93.9

m3

2

23.24

m

60

46.48

Executive Engineer, PWD Nagaon NH Division,

3136 19822.62

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for Repairing of existing br No.229/1,Ch-228087

3

Total Quantity 4

Rate in Rs. 5

Amount (Rs.) 6

Cm Cm

286.02 201.11

356.00 573.00

101,824.00 115,234.00

387.45

54.00

20,923.00

8.57

6514.00

55,851.00

80.64

9030.00

728,180.00

8.06

73279.00

590,922.00

71.99

9169.00

660,110.00

Item No.

Particulars/Descrption of items

Unit

1 1/2.4

2 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) II) By Mechanical Means (a) Cement concrete grade M-15 & M-20 Wing wall(b) Prestressed/ Reinforced cement grade M-20 & above. Foundation

2/12.1

3/12.8

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I.Ordinary Soil B.Mechanical means (II) With dewatering (i) upto 3m depth Cum Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-91031999. A.PCC Grade M15 Cum H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump Cum

4/12.40 Reinforcement in Foundation: Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and technical specifications

5/13.5

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar tonne of Fe-500 N/mm2 Substructure Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS9103-1999 H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Cum Pump.

Item No. 1 6/13.6

7/14.1

8/14.2

Particulars/Descrption of items

Total Quantity 4

Rate in Rs. 5

Amount (Rs.) 6

7.2

73343.00

527,997.00

33.67

10591.00

356,599.00

tonne

2.7

77554.00

208,900.00

metre

36.00

1640.00

59,040.00

metre

36.00

558.00

20,088.00

metre

36.00

317.00

11,412.00

metre

36.00

17.00

612.00

metre

46.72

4170.00

194,823.00

Unit

2 3 Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar Tonne of Fe-500 N/mm2 Super Structure Furnished and placing reinforcement/Prestressed cement concrete in superstructure as per drawing and Technical Specifications. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or B. RCC GRADE M 25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m Cum Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 9/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto mm,joint covered sealantas complete as (iv)'Providing and20 filling sealingwith compound per per drawing technical specification. drawings andand technical specifications with coarse sand and 6% bitumen by weight. 10/14.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. 10/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete

Item No. 1 11/14.7

12/14.11

13/14.10 14/14.9 15/13.8

16/8.47

17/8.51

18/16.1

Total Rate in Quantity Rs. 2 3 4 5 Construction of RCC railing of M30 Grade in-situ with 20 metre 23.36 2044.00 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Cum a) With TATA make TMT CRS (Fe-500) grade rebar 27.60 12025.00 PCC M15 grade levelling course below approach slab Cum 27.60 5498.00 complete as per drawing and technical specification Drainage Spouts complete as per drawing and Technical Each 4.00 10197.00 specification Providing weep holes in brick mansonry/plain/reinforced Each 40.00 204.00 concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud Each 3500.00 b) Uni-directional Stud Each 4.00 3400.00 Providing relfective pavement marker with Micro prismatic Each 15.00 298.00 lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Sqm Removal of existing cement concrete wearing coat 115.20 78.00 including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.) Particulars/Descrption of items

Unit

Amount (Rs.) 6 47,748.00

331,890.00 151,745.00 40,788.00 8,160.00

13,600.00 4,470.00

8,986.00

19/16.17 Replacement of Expansion Joints complete as per drawings. metre 20/16.2 Removal of existing asphaltic wearing coat comprising of Sqm 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m.

25.50 130.56

3628.00 59.00

92,514.00 7,704.00

21/16.28 (A)'Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete 22/16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers. a)12 mm dia re-bar fastners 25% of 152

43.93

614.00

26,973.00

38.10

500.00

19,049.00

Sqm Each

Each

Item No. 1

Particulars/Descrption of items 2 b)16 mm dia re-bar fastners 25% of 152 C)20 mm dia re-bar fastners 25% of 152 d)25 mm dia re-bar fastners 25% of 152

Unit 3 Each Each Each

Total Quantity 4 38.10 38.10 38.10

Rate in Rs. 5 700.00 750.00 800.00

Amount (Rs.) 6 26,668.00 28,573.00 30,478.00 Total- 4,491,861.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Repairing Quantity Calculation for Br. No.229/1,Ch-228087 Sl. Item No. No. 1 2.4 Dismantling (M20):(ii) (A) Cement concrete grade M-15 & M-20 . Wing Wall(B) Prestressed/ Reinforced cement grade M-20 & above. Post 2 0.275 0.25 Rail2 2 0.2 Kerb2 0.5 Slab2 0.65 Dirt wall2 0.25 Abut/Pier2 0.7+1.0 2

1 Raft-

2

12.1 Earth work in or foundation of structures as per drawings & technical specification including setting out.(Upto 3m)-

2

Unit

2

Qty for 2-Lane

143.01 Cm

286.02

0.9 0.175 0.2 7.4 0.65 3.95

13 19.785 23.36 3.95 3.95 7.498

Cm Cm Cm Cm Cm Cm

1.61 2.77 4.67 38.00 1.28 50.35

1 15.36

3.95 3.95

7.498 Cm 1.2 Cm Total= Cm

29.62 72.81 201.11

15.5 3.5

3.5 5.7

m m3

3

227.85 159.60

Total= m3

387.45

4.2 4.0

3

12.8 PCC M15-

15.66

3.65

0.15 m3 Total=

8.57 8.57

4

12.8 RCC M35 (open foundation)-

15.36

3.5

1.5 m3 Total= m3

80.64 80.64

5

12.40 Reinforcement in foundation-

6

13.5 Substructure(M35)-

80.64

2 2

0.7+1.0 2

3.5

1

3.5 3.5

0.65

3 7.498 m

44.61

7.498 m3 0.25 m3 Total= m3

26.24 1.14 71.99

7

13.6 Reinforcement in Substructure-

8

14.1 Superstructure RCC (M25)-

9

14.2 Reinforcement in Superstructure-

33.67

10

14.9 Drainage Spouts complete as per

2

80 Total= Total= 2

drawing and Technical specification. 14.2 Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

3 3 3

12.00 Nos. 12.00 Nos. 12.00 Nos.

11

71.99

100 kg 8064.00 Total= kg 8064.00 Total= Tonne 8.06

2

3.5

7.4

100 Kg 7199.00 Total= Kg 7199.00 Total= Tonne 7.2 0.65 m3 Total= m3

33.67 33.67

Kg Kg

2693.60 2693.60 Tonne 2.7 Nos. 4.00 36.00 36.00 36.00

11 14.2 Filler joint Providing & fixing 20 mm Sl. Item thick compressible fibre board in No. No. expansion joint complete as per

Unit

drawing & Technical Specification.

12 14.10 PCC M15 grade levelling course 13

14.1

14

14.7

15

8.22

16

16.1

below approach slab complete as per drawing and technical specification Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.)

2

11.5

3 4

2

11.5

4

17 16.17 Replacement of Expansion Joints complete as per drawings. Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm) ,90mm height (frombottom of shank to the top of RPM: Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification.

18

16.2

19

13.8

20

8.47

21

8.51

22

16.3 Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface.

12.00 Nos. 0.3 m3 0.3

m3

Qty for 2-Lane 36.00 27.60 27.60

1

23.36 m

23.36

2

23.36 m

46.72

7.5

15.36

3

8.5

8.5

2

2

0.65

2

0.7+1.0 2

1 1

115.20

metre

25.50

15.36 metre

130.56

20

Nos.

40.00

4

Nos.

4.00

15

Nos.

15.00

0.25 sqm 7.498 sqm

0.33 12.75

7.498 sqm 23.36 sqm

7.50 23.36

Total-

43.93

Sl. Item No. No. 23 16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers.

Unit 91.432 Each 0.6

Qty for 2-Lane 152

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for existing br No.229-1,Ch-228087 Item No. 1

3

Total Quantity 4

Rate in Rs. 5

Cum

1836.57

54.00

99,175.00

Particulars/Descrption of items

Unit

2

Amount (Rs.) 6

Foundation 1/12.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I. Ordinary Soil B. Mechanical means (II) With dewatering (i) upto 3m depth 2/12.8 Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35

Cum

Cum

283.98

6514.00

1,849,825.00

(II) Using Batching plant Transit mixer and concrete pump 3/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications. (A) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Substructure 4/13.5 Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 B. PCC Grade M20 a) Height up to 5.0 m H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Pump 5/13.6 Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

Cum

262.80

9030.00

2,373,084.00

tonne

22.85

73279.00

1,674,257.00

Cum

565.76

8120.00

4,593,972.00

Cum

252.55

9169.00

2,315,642.00

MT

Item No. 1

3 Tonne

Total Quantity 4 48.16

Rate in Rs. 5 73343.00

Cum

84.32

10591.00

893,034.00

MT

16.51

77554.00

1,280,417.00

metre

1640.00

0.00

metre

558.00

0.00

metre

317.00

0.00

metre

17.00

0.00

Particulars/Descrption of items

Unit

2 (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Super Structure

Amount (Rs.) 6 3,532,267.00

6/14.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B.'RCC Grade M25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m 7/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 8/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. 9/14.22 Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation). 10/13.14 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

metre

24.00

11804.00

283,296.00

Cucm

105600.00

1.02

107,712.00

Item No. 1 11/8.4

3

Total Quantity 4

Rate in Rs. 5

Each m3

17.28 197.54

5200.00 12993.00

89,856.00 2,566,638.00

metre metre

46.48 46.48

4170.00 1475.00

193,822.00 68,558.00

metre

23.24

2044.00

47,503.00

Cum Cum,

28.80 14.40

12025.00 5498.00

346,320.00 79,172.00

Each

4.00

10197.00

40,788.00

Particulars/Descrption of items

Unit

2

Amount (Rs.) 6

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (V) 80cmm x 45 cm rectangular

12/14.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications 13/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete 14/Analy HAND RAIL sis Rate Providing and fixing hand rail over the crash barrier

15/14.7

16/14.11

16/14.10 17/14.9

consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the Engineer- incharge. Management shall be made for the length of the pipe only. (Rate from Annexure-I) Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar PCC M15 grade levelling course below approach slab complete as per drawing and technical specification Drainage Spouts complete as per drawing and Technical specification.

Item No. 1

3

Total Quantity 4

Rate in Rs. 5

RM

69.72

160.00

11,156.00

Cum Each

867.84 60.00

1524.00 204.00

1,322,589.00 12,240.00

Each Each Each

60.00

3500.00 3400.00 298.00

0.00 17,880.00

Cum Cum Cum

101.92 231.79

4333.00 7046.00 1485.00

0.00 718,129.00 344,209.00

Cum

315.94

1679.00

530,464.00

Particulars/Descrption of items

Unit

2

Amount (Rs.) 6

18/14.16 Painting on concrete surface (Providing and applying

19/13.9

20/13.8

21/8.47

22/8.51

23/15.10

24/15.11

25/15.9

2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.) (B) For RCC Railing Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification. (A) Granular material Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Protection work Curtain wall complete as per drawing and Technical specification A. Stone masonry in cement mortar (1:3) B. Cement concrete Grade M15 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works

Total- 25,392,005.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

5,996,341.00

10,441,881.00

7,360,981.00

1,592,802.00

Quantity Calculation fo Br. No.229/1, Ch- 228087 Sl. Item No. no. 1 12.1 Earth work or

Unit

foundation of structures as per drawings & technical specification including setting out

3

2

16.3

7.5

2.46

2

34.34+15. 24 2 15

0.45

9.55

213.07

0.45

15.24

102.87

34.34 34.34

6 3 2.5

0.75 0.75 1.85

154.53 77.27 158.82

34.34

2

1.5

103.02

6.08+1.8 2

13.5

2

425.52

34.34

4

m

Total = 2

12.8 PCC M-15 =

2

16.3 15

2

3

12.8

RCC M35(open foundation)

m/wall

Qty for 2Lane 601.47

34.34+15. 24 2

7.5

0.15

15.24

0.15

0.15

9.55

1836.57

m

3

36.68

m

3

34.29

m

3

71.02

Total=

141.99

2

16

7.2

1

m3

230.40

2

3

1.2

4.5

m3

32.40

Total=

262.80

4 12.40 Reinforcement in foundation = 32

mm dia

2

80

8.8

kg

8899.95

16

mm dia

2

160

8.8

kg

4449.98

16

mm dia

2

60

16.5

2

kg

6257.78

100

32.4

kg

3240.00

Total =

kg

22847.70

m/wall

Total = Tonne 5

Dirt wall =

2 2

Abutment cap =

Abutment =

2 2

M/wall

6

13.5

1.588 0.225 1.0+1.5 2 9.65

12

0.3

12

1

m3

11.43

m

3

5.40

3

216.90 18.82

12

7.23

m

0.2+0.45 2

3

m3

Total=

252.55

1 565.76 m3

565.76

Substructure (M20) PCC Wing wall-

7

22.85

13.5 Substructure (M35)

13.6 Reinforcement in substuctureDirt wall =

12

mm dia

2

2

4.08

86

kg

1247.57

12

mm dia

2

2

12.6

11

kg

492.80

Sl. Item No. no.

Unit

Abutment cap =

12

mm dia

2

6

2

12

mm dia

2

2.6

86

32

mm dia

2

2

112

12

mm dia

2

48

27.5

12

mm dia

2

48

112

m/wall

18.82

12.8

Qty for 2Lane

kg

273.07

kg

397.51

kg

27185.30

kg

2346.67

1.5

kg

14336.00

100

kg

1882.00

0.00 Abutment =

9.6

Total = kg Total = Tonne 8

14.1

9

14.2

11 13.1

12 8.22

13 14.7

14 14.2

15 14.2

16 14.4

17 14.9

Furnished and placing reinforcement/Prestressed cement concrete in Superstructure M25 as per drawing and Technical Specifications. Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specification Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (PartII) section IX and clause 2005 of MoRTH specifications complete including all accessories. Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered For RCC Railing Providing and laying Cement concrete Wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. Drainage Spouts complete as per drawing and Technical specification.

8

50

48160.92 48.16

1

84.32 m

3

1

16.51

MT

16.51

40

6.6

Cucm

105600.00

84.32

2

23.24 m

46.48

1

23.24 m

23.24

2

12

24.00

3

23.24 m2

69.72

8.50

23.24 m3

197.54

2

2

Nos.

4

Sl. Item No. no. 18 13.9 Back filling behind Abutment ,Wing

19

wall and Return Wall complete as per drawing and technical specification with Granular Material. (A) Granular material . 14.1 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.

20 14.10 PCC M15 grade levelling course

21

22

23

below approach slab complete as per drawing and technical specification 13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, 8.51 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification. 8.4 Sign board : Retro reflectorised Traffic sign: Providing and erecting of RetroReflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3

24 15.1 Stone apron Flexible Apron

25 15.9

26 15.10 27

Rate analysi s

:Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Flore apron :Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works. Curtain wall complete as per drawing and Technical specification HAND RAIL Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc.

Unit

Qty for 2Lane 867.84

2

12

4.00

9.04

m

3

2

0.3

12.00

4

m

3

28.80

2

0.15

12.00

4

m

3

14.40

30

2

Nos.

60.00

30

2

Nos.

60.00

1

17.28 m2

17.28

1

231.79 m3

231.79

1

315.94 m3

315.94

1

101.92 m3

101.92

2

23.24 m

46.48

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for Repairing of existing br No.234/1,Ch-233214 m

3

Total Quantity 4

Rate in Rs. 5

Cm Cm

228.38 112.53

356.00 573.00

81,304.00 64,478.00

Cum

198.39

54.00

10,714.00

Cum

1.64

6514.00

10,690.00

Cum

38.29

9030.00

345,759.00

tonne

3.83

73279.00

280,586.00

Item No.

Particulars/Descrption of items

Unit

1 1/2.4

2 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) II) By Mechanical Means (a) Cement concrete grade M-15 & M-20 Wing wall(b) Prestressed/ Reinforced cement grade M-20 & above. Foundation

Amount (Rs.) 6

2/12.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

3/12.8

I.Ordinary Soil B.Mechanical means (II) With dewatering (i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump

4/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications

5/13.5

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Substructure Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 H. RCC Grade M 35

Item No. 1

Particulars/Descrption of items

Unit

2 3 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and Cum concrete Pump. 6/13.6 Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement Tonne bar of Fe-500 N/mm2 Super Structure 7/14.1 Furnished and placing reinforcement/Prestressed cement concrete in superstructure as per drawing and Technical Specifications. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B. RCC GRADE M 25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m Cum 8/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement tonne bar of Fe-500 N/mm2 9/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper metre plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre metre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick metre premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per metre drawings and technical specifications with coarse sand and 6% bitumen by weight.

Total Quantity 4

Rate in Rs. 5

33.73

9169.00

309,314.00

3.37

73343.00

247,423.00

32.76

10591.00

346,962.00

2.62

77554.00

203,254.00

24.00

1640.00

39,360.00

24.00

558.00

13,392.00

24.00

317.00

7,608.00

24.00

17.00

408.00

Amount (Rs.) 6

1 2 10/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.

3

Total Quantity 4

B. M 40 grade concrete 11/14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 12/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 13/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification

metre metre

37.88 18.94

4170.00 2044.00

157,960.00 38,714.00

Cum Cum

27.60 27.60

12025.00 5498.00

331,890.00 151,745.00

14/14.9 Drainage Spouts complete as per drawing and Technical specification 15/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification 16/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud 17/8.51 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Each

2.00

10197.00

20,394.00

Each

24.00

204.00

4,896.00

Each Each Each

4.00 12.00

3500.00 3400.00 298.00

13,600.00 3,576.00

Item No.

Particulars/Descrption of items

Unit

Rate in Rs. 5

Amount (Rs.) 6

3 Sqm

Total Quantity 4 82.05

Rate in Rs. 5 78.00

19/16.17 Replacement of Expansion Joints complete as per drawings.

metre

17.00

3628.00

61,676.00

20/16.2

Sqm

92.99

59.00

5,487.00

19.48

614.00

11,964.00

27.24 27.24 27.24 27.24

500.00 700.00 750.00 800.00

13,621.00 19,070.00 20,432.00 21,794.00 2,844,471.00

Item No.

Particulars/Descrption of items

Unit

1

2 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.)

18/16.1

Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 21/16.28 (A)'Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the 22/16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers. a)12 mm dia re-bar fastners 25% of 109 b)16 mm dia re-bar fastners 25% of 109 C)20 mm dia re-bar fastners 25% of 109 d)25 mm dia re-bar fastners 25% of 109

Amount (Rs.) 6 6,400.00

Sqm

Each Each Each Each

Total-

Executive Engineer, PWD Nagaon NH Division, Nagaon

Repairing Quantity Calculation for Br. No.234/1,Ch-233214 m Sl. Item No. No Dismantling (M20):(ii) (A) Cement concrete grade M-15 & M-20. 1 2.4 Wing Wall(B) Prestressed/ Reinforced cement grade M-20 & above. Post 2 0.275 0.25 Rail2 2 0.2 Kerb2 0.5 Slab1 0.9 Dirt wall2 0.9 Abut/Pier2 0.7+1.0 Raft-

2

12.1

Earth work in or foundation of structures as per drawings & technical specification including setting out.(Upto 3m)-

2

Unit Qty for 2Lane 2

0.9 0.175 0.2 10.4 0.25 3.95

2 10.94

1

10.94 3.5

3.5 4.2

114.19

228.38

11 15.915 18.94 3.95 3.95 3.453

1.36 2.23 3.79 36.97 1.78 23.19

3.95 Total= Cum

43.21 112.53

m3 3 m

80.79 117.60

Total= m3

198.39

2.11 4.0

3

12.8

PCC M15-

10.94

1

0.15 m3 Total=

1.64 1.64

4

12.8

RCC M35 (open foundation)-

10.94

1

3.5 m3 Total= m3

38.29 38.29

5

12.40

Reinforcement in foundation-

6

13.5

Substructure(M35)-

38.29

2 2

7

13.6

Reinforcement in Substructure-

8

14.1

Superstructure RCC (M25)-

9

14.2

Reinforcement in Superstructure-

10

14.9

11

14.18

12

14.10

0.7+1.0 2 0.25

3.5

33.735

1

3.5

10.4

32.76

1

Drainage Spouts complete as per drawing and Technical specification. Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. PCC M15 grade levelling course below approach slab complete as per drawing and technical specification

3.5

2

11.5

100 kg Total= kg Total= Tonne m3

3829.00 3829.00 3.83 32.16

0.9 m3 Total= m3

1.58 33.73

5.405

100 Total= Total= 0.9 Total= 80 Total= Total= 2

Kg Kg Tonne 3

m 3 m Kg Kg

3373.50 3373.50 3.37 32.76 32.76

Nos.

2620.80 2620.80 2.62 2.00

Tonne

2 2 2 2

12 12 12 12

Nos. Nos. Nos. Nos.

24.00 24.00 24.00 24.00

4

0.3

m

3

27.60

Sl. Item No. No 13 14.11 Reinforced cement concrete

14

14.7

15

8.22

16

16.1

17

16.17

18

16.2

19

13.8

20

8.47

21

8.51

22

16.28

2

11.5

approach slab including reinforcement and formwork complete as per drawing and Technical specification. Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.) Replacement of Expansion Joints complete as per drawings. Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm) ,90mm height (from bottom of shank to the top of stud)with detachable battery. RPM: Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification. Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface.

Unit Qty for 2Lane 3 27.60 m

4

0.3

1

18.94

m

18.94

2

18.94

m

37.88

7.5

10.94

82.05

2

8.5

17.00

8.5

10.94

metre

92.99

2

12

Nos.

24.00

4

Nos.

4.00

12

Nos.

12.00

0.25 5.405

sqm sqm

0.45 9.19

10.94

sqm

9.85

0.9

2

2

0.7+1.0 2

0.9

Total-

19.48

Sl. Item No. No 16.53 Providing, placing and fixing in 23

Unit Qty for 2Lane 65.38 0.6 Each 109

position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers.

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for existing br No.234-1,Ch-233214 Item No.

Total Quantity 4

Rate in Rs. 5

2509.74

54.00

135,527.00

Cum

215.21

6514.00

1,401,862.00

Cum

246.53

9030.00

2,226,121.00

tonne

15.94

73279.00

1,167,906.00

Cum

394.25

8120.00

3,201,310.00

Cum

296.40

9169.00

2,717,720.00

Particulars/Descrption of items

Unit

2

3

1

Amount (Rs.) 6

Foundation 1/12.1

2/12.8

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I. Ordinary Soil B. Mechanical means (II) With dewatering (i) upto 3m depth Cum Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork.

(p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump 3/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications. (A) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Substructure 4/13.5 Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 B. PCC Grade M20 a) Height up to 5.0 m H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Pump 5/13.6 Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications

MT

Item No. 1

Particulars/Descrption of items

Total Quantity 4

Rate in Rs. 5

38.92

73343.00

2,854,613.00

106.40

10591.00

1,126,883.00

7.05

77554.00

546,524.00

metre

24.00

1640.00

39,360.00

metre

24.00

558.00

13,392.00

metre

24.00

317.00

7,608.00

metre

24.00

17.00

408.00

Each

17.28

5200.00

89,856.00

Unit

2 3 (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) Tonne reinforcement bar of Fe-500 N/mm2 Super Structure

Amount (Rs.) 6

6/14.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B.'RCC Grade M25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m Cum 7/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) MT reinforcement bar of Fe-500 N/mm2 8/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. 9/8.4

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)

(V) 80cmm x 45 cm rectangular

Item No.

Particulars/Descrption of items

Unit

1

2 3 Providing and laying Cement concrete wearing coat m3 M-30 grade including reinforcement complete as per drawing and Technical Specifications 11/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete metre 12/Analy HAND RAIL metre sis Rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the Engineer- in-charge. Management shall be made for the length of the pipe only. (Rate from Annexure-I) 10/14.4

13/14.7 Construction of RCC railing of M30 Grade in-situ metre with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.

Total Rate in Quantity Rs. 4 5 160.99 12993.00

Amount (Rs.) 6 2,091,744.00

37.88 37.88

4170.00 1475.00

157,960.00 55,873.00

18.94

2044.00

38,714.00

28.80 14.40

12025.00 5498.00

346,320.00 79,172.00

2.00

10197.00

20,394.00

56.82

160.00

9,092.00

453.96

1524.00

691,836.00

14/14.11 Reinforced cement concrete approach slab including

reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar Cum 15/14.10 PCC M15 grade levelling course below approach slab Cum, complete as per drawing and technical specification 16/14.9

Drainage Spouts complete as per drawing and Each Technical specification. 17/14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ (B) For RCC Railing RM 18/13.9 Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification. (A) Granular material Cum

Item No. 1 19/13.8

20/8.47

Particulars/Descrption of items

Total Quantity 4 40.00

Rate in Rs. 5 204.00

4.00 30.00

3500.00 3400.00 298.00

13,600.00 8,940.00

Cum Cum Cum

72.12 164.03

4333.00 7046.00 1485.00

0.00 508,158.00 243,578.00

Cum

358.48

1679.00

601,880.00

Unit

2 3 Providing weep holes in brick Each mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification

Amount (Rs.) 6 8,160.00

Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician).

a) Bi-directional Stud Each b) Uni-directional Stud Each 21/8.51 Providing relfective pavement marker with Micro Each prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Protection work 22/15.10 Curtain wall complete as per drawing and Technical

specification A. Stone masonry in cement mortar (1:3) B. Cement concrete Grade M15 23/15.11 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 24/15.9 Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works

Total-

20,404,511.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Quantity Calculation fo Br. No.234/1, Ch-233214 Sl. Item No. no. 1 12.1 Earth work or

Unit

foundation of structures as per drawings & technical specification including setting

Qty for 2Lane

2 2 2 2

2.65 4.4 0.3 0.3

12 11.34 1.5 1.5

7.3 12 12 11.34

m3 m3 m3 m3

464.28 1197.504 10.80 10.21

2

24.3+10.94 2 15 24.3 24.3 24.3 24.3

0.45

6.68 m3

105.931

m3 m3 m3 m3 m3 m3

73.845 109.350 54.675 112.388 72.900 297.864

4

9.45

0.45 6 3 2.5 2 6.08+1.8 2

10.94 0.75 0.75 1.85 1.50 2

Total = 2509.743 2

12.8 PCC M-15 =

12 c/wall

10.44 1

Apron Base

1 2

15

10.94

10.94+24.3 2

0.15

0.15 m3 15.7 m3 120.8 m3 3

0.15 m 6.68 m3 Total=

3

12.8 RCC M35(open

4

5

12.40 Reinforcement in foundation = 25 mm dia 20 mm dia 12 mm dia 12 mm dia m/wall

13.5 Substructure (M35) Dirt wall = Abutment cap = Abutment = M/wall

13.5

Substructure (M20) PCC

24.62 35.31 215.21

12

1.5

m3

196.92

2 2 2

0.25 0.25 4.5

1.5 1.5 1.2

12 m3 10.94 m3 3 m3 Total=

9.00 8.21 32.40 246.53

10 55 10 318 100

100 14.7 47.68 2 32.4 Total = Total =

kg kg kg kg kg kg

0.25 12 5.185 0.2+0.45 2

0.9 0.225 12 3

m3 m3 m3 m3

2 2

12 0.7

2 2 2

(0.7+1.5)

2

6.9

Total= 6

120.79

11

foundation)

m/wall

18.79 15.70

7716.05 3992.59 423.82 565.33 3240.00 15937.80 Tonne 15.94 5.40 3.78 273.77 13.46 296.40

Sl. Item No. no.

Unit Wing wall-

7

13.6 Reinforcement in substuctureDirt wall = 12 mm dia 12 mm dia Abutment cap =

Abutment =

8

14.2

10

14.2

11

8.22

12

14.7

13

14.2

14

14.4

15

14.9

16

13.9

17

14.1

283.20 321.07 240.00 282.84

1.05

6 2

1.85

10 86

13.5 kg kg

120 27.3 35 m/wall

2 35 120 100

8.5

mm dia mm dia

2 2

32 12 12

mm dia mm dia mm dia

2 2 2

14.1 Furnished and placing

9

26.55 kg 86 kg

2 2

12 12

reinforcement/Prestressed cement concrete in Superstructure M25 as per drawing and Technical Specifications. Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specification. Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered For RCC Providing and laying Cement concrete Wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. Drainage Spouts complete as per drawing and Technical specification. Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification with Granular Material. (A) Granular material Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and

1 394.25 m3

Qty for 2Lane 394.25

kg 25789.63 kg 1698.67 1.2 kg 8960.00 13.46 kg 1346.00 Total = kg 38921.41 Total = Tonne 38.92

1

106.40 m3

106.40

1

7.047 MT

7.05

2

12

Nos.

24.00

2

18.94 m

37.88

1

18.94 m

18.94

3

18.94 m2

56.82

m3

160.99

18.94

8.5

1

2

2

12

3.00

2

0.3

12.00

Nos.

2

6.305 m3

453.96

m3

28.80

4

Sl. Item No. no. 18 14.10 PCC M15 grade levelling course below 19

20

approach slab complete as per drawing and technical specification 13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 dia AC pipe, Providing relfective pavement marker 8.51 mm

21

8.4

22

8.47

23

15.1

24

15.9

25 15.10 26 Analys is Rate

with Micro prismatic lens in both direction having thermoplastic body adhering to the specification. Sign board : Retro reflectorised Traffic sign: Providing and erecting of RetroReflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3 Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P. Solar India Ltd. Of siz(125mmx125mm),90mm height(frombottom of shank to the top of stud)with detachable battery. Stone apron Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond Flore apron :Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works. Curtain wall complete as per drawing and Technical specification HAND RAIL Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc.

Unit 2

0.15

Qty for 2Lane 14.40

12.00

4

m3

2

20

Nos.

40

1

30

Nos.

30

1

17.28

2

2

1

164

17.28

Nos.

4

m3

164.025

1

358.5 m3

358.475

1

72.12 m3

72.12

2

18.94 m

37.88

Executive Engineer, PWD Nagaon NH Division, Nagaon

380.1336 490.875

12.44 4728.862 10.00 4908.750

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for Repairing of existing br No.235/3,Ch-234859

3

Total Quantity 4

Rate in Rs. 5

Cm Cm

204.56 199.94

356.00 573.00

72,824.00 114,564.00

231.52

54.00

12,502.00

10.16

6514.00

66,209.00

67.76

9030.00

611,873.00

6.78

73279.00

496,539.00

Item No.

Particulars/Descrption of items

Unit

1 1/2.4

2 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) II) By Mechanical Means (a) Cement concrete grade M-15 & M-20 Wing wall(b) Prestressed/ Reinforced cement grade M-20 & above. Foundation

2/12.1

3/12.8

Amount (Rs.) 6

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I.Ordinary Soil B.Mechanical means (II) With dewatering (i) upto 3m depth Cum Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 Cum H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete Cum pump

4/12.40 Reinforcement in Foundation: Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and technical specifications

5/13.5

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement tonne bar of Fe-500 N/mm2 Substructure Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 H. RCC Grade M 35

Item No. 1

6/13.6

Particulars/Descrption of items

Total Quantity 4

Rate in Rs. 5

41.60

9169.00

381,469.00

4.02

73343.00

294,619.00

53.96

10591.00

571,448.00

tonne

4.32

77554.00

334,761.00

metre

36.00

1640.00

59,040.00

metre

36.00

558.00

20,088.00

metre

36.00

317.00

11,412.00

metre

36.00

17.00

612.00

Unit

2 3 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and Cum concrete Pump. Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications

Amount (Rs.) 6

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

7/14.1

8/14.2

(i) TMT Corrosion Resistant Steel (CRS) reinforcement Tonne bar of Fe-500 N/mm2 Super Structure Furnished and placing reinforcement/Prestressed cement concrete in superstructure as per drawing and Technical Specifications. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B. RCC GRADE M 25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m Cum Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 9/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.

1 2 10/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.

3

Total Quantity 4

B. M 40 grade concrete 11/14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 12/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 13/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification

metre metre

54.72 27.36

4170.00 2044.00

228,183.00 55,924.00

Cum Cum

27.60 27.60

12025.00 5498.00

331,890.00 151,745.00

14/14.9 Drainage Spouts complete as per drawing and Each Technical specification 15/13.8 Providing weep holes in brick mansonry/plain/reinforced Each concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification

4.00

10197.00

40,788.00

60.00

204.00

12,240.00

4.00

3500.00 3400.00

13,600.00

Item No.

Particulars/Descrption of items

Unit

Rate in Rs. 5

Amount (Rs.) 6

16/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician).

a) Bi-directional Stud b) Uni-directional Stud

Each Each

Total Quantity 1 2 3 4 17/8.51 Providing relfective pavement marker with Micro Each 18.00 prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. 18/16.1 Removal of existing cement concrete wearing coat Sqm 145.20 including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.) 19/16.17 Replacement of Expansion Joints complete as per drawings. metre 25.50

Item No.

Particulars/Descrption of items

20/16.2

Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 21/16.28 (A)'Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned 22/16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers. a)12 mm dia re-bar fastners 25% of 173 b)16 mm dia re-bar fastners 25% of 173 C)20 mm dia re-bar fastners 25% of 173 d)25 mm dia re-bar fastners 25% of 173

Unit

Sqm

Rate in Rs. 5 298.00

Amount (Rs.) 6 5,364.00

78.00

11,326.00

3628.00

92,514.00

164.56

59.00

9,710.00

27.79

614.00

17,063.00

43.17 43.17 43.17 43.17

500.00 700.00 750.00 800.00

21,586.00 30,221.00 32,379.00 34,538.00 4,137,031.00

Sqm

Each Each Each Each

Total-

Executive Engineer, PWD Nagaon NH Division, Nagaon

Repairing Quantity Calculation for Br. No.235/3,Ch-234859 Sl. No.

Item No.

1

2.4

Unit Dismantling (M20):(ii) (A) Cement concrete grade M-15 & M-20 Wing Wall2 102.28 (B) Prestressed/ Reinforced cement grade M-20 & above Post 2 0.28 0.25 0.9 15 Rail2 2 0.2 0.175 23.235 Kerb2 0.5 0.2 27.36 Slab2 9.4 3.95 0.82 Dirt wall2 0.82 0.25 3.95 Abut/Pier2 4.723 0.7+1.0 3.95

1 Raft-

2

12.1 Earth work in or foundation of structures as per drawings & technical specification including setting out.(Upto 3m)-

2

1.86 3.25 5.47 60.89 1.62 31.71 18.66 76.47 199.94

4.723 Cm 1 Cm Total= Cm

19.36 3.5

3.5 5.8

1.02 4.0

m m3

3

69.12 162.40

Total= m3 0.15 m3 Total=

231.52 10.16 10.16

19.36

3.5

4

12.8 RCC M35 (open foundation)-

19.36

1.0

5

12.40 Reinforcement in foundation-

6

13.5 Substructure(M35)-

7

Cm Cm Cm Cm Cm Cm

3.95 3.95

12.8 PCC M15-

1 2

0.7+1.0 2 1.00 0.25

13.6 Reinforcement in Substructure-

100

3.5 Total= 67.76 kg Total= kg Total= Tonne

3.15

4.723

4.723 3.5

3.15 m3 0.82 Total= m3 100 Kg

40.17

m3

Total= Kg

8

14.1 Superstructure RCC (M25)-

9

14.2 Reinforcement in Superstructure-

2

3.5

9.4

53.956

Total= Tonne 0.82 m3 Total= m3 80

Kg

11

14.9 Drainage Spouts complete as per drawing and Technical specification. 14.18 Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

67.76 67.76 6776.00 6776.00 6.8 25.29 14.88 1.435 41.60 4017.00 4017.00 4.02 53.96 53.96

2

2

Nos.

4316.48 4316.48 4.32 4.00

3 3 3 3

12 12 12 12

Nos. Nos. Nos. Nos.

36.00 36.00 36.00 36.00

Total= Kg Total= Tonne

10

204.56

2 1 19.36

3

2

Cm

Qty for 2-Lane

Sl. Item No. No. 12 14.10 PCC M15 grade levelling

13

14

15

16

17 18

19

20

course below approach slab complete as per drawing and technical specification 14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. 14.7 Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. 8.22 Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. 16.1 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.) 16.17 Replacement of Expansion Joints complete as per drawings. 16.2 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, 8.47 Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm) ,90mm height (from bottom of shank to the top of stud)with detachable battery.

Unit

Qty for 2-Lane

2

11.5

4

0.3

m

3

27.60

2

11.5

4

0.3

m

3

27.60

1

27.36

m

27.36

2

27.36

m

54.72

7.5

19.36

145.20

3

8.5

25.50

8.5

19.36

Sqm

164.56

2

30

Nos.

60.00

4

Nos.

4.00

Sl. No. 21

22

Item No. 8.51 RPM: Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification. 16.28 Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface.

Unit

0.8 2

2 0.7+1.0 2 19.36

Qty for 2-Lane

18

Nos.

18.00

0.25 4.723

sqm sqm

0.40 8.03

1

sqm

19.36

Total-

23

16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers.

103.612 Each 0.6

Executive Engineer, PWD Nagaon NH Division, Nagaon

27.79 173

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for existing br No.235-3,Ch-234859 Item No. 1

Particulars/Descrption of items

Unit

2

3

Total Rate in Quantity Rs. 4 5

Amount (Rs.) 6

Foundation 1/12.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I. Ordinary Soil B. Mechanical means (II) With dewatering (i) upto 3m depth Cum 2/12.8 Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 Cum H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump

Cum

3/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications. (A) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar tonne of Fe-500 N/mm2 Substructure 4/13.5 Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 B. PCC Grade M20 a) Height up to 5.0 m Cum H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Cum Pump 5/13.6 Supplying, fitting and placing TMT bar reinforcement in MT substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar Tonne of Fe-500 N/mm2 Super Structure

2044.56

54.00

110,406.00

137.73

6514.00

897,183.00

398.88

9030.00

3,601,887.00

26.30

73279.00

1,926,889.00

201.51

8120.00

1,636,262.00

196.10

9169.00

1,798,060.00

32.19

73343.00

2,360,580.00

Item Particulars/Descrption of items Unit No. 1 2 3 6/14.1 Furnishing and Placing Reinforced/Prestressed cement concrete in

Total Rate in Quantity Rs. 4 5

Amount (Rs.) 6

super-structure as per drawing and Technical Specification' including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B.'RCC Grade M25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m 7/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 8/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. 9/8.4 Retro reflectorised Traffic sign:

Cum

174.28 10591.00

1,845,800.00

MT

12.15

77554.00

942,437.00

metre

36.00

1640.00

59,040.00

metre

36.00

558.00

20,088.00

metre

36.00

317.00

11,412.00

metre

36.00

17.00

612.00

Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (V) 80cmm x 45 cm rectangular

9/14.4 Providing and laying Cement concrete wearing coat M-30 m3 grade including reinforcement complete as per drawing and Technical Specifications

17.28 5200.00 232.56 12993.00

89,856.00 3,021,653.00

Item Particulars/Descrption of items Unit No. 1 2 3 10/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete 11/Analy HAND RAIL sis Rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the Engineerin-charge. Management shall be made for the length of the 12/14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 13/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 14/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 15/14.9 Drainage Spouts complete as per drawing and Technical specification. 16/14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.)

Total Rate in Quantity Rs. 4 5

Amount (Rs.) 6

metre metre

54.72 54.72

4170.00 1475.00

228,183.00 80,712.00

metre

27.36

2044.00

55,924.00

Cum Cum,

28.80 14.40

12025.00 5498.00

346,320.00 79,172.00

Each

8.00

10197.00

81,576.00

(B) For RCC Railing RM 17/13.9 Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification. (A) Granular material Cum 18/13.8 Providing weep holes in brick mansonry/plain/reinforced Each concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification

82.08

160.00

13,133.00

488.93 40.00

1524.00 204.00

745,127.00 8,160.00

Item Particulars/Descrption of items No. 1 2 19/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures a) Bi-directional Stud b) Uni-directional Stud 20/8.51 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Protection work 21/15.10 Curtain wall complete as per drawing and Technical specification A. Stone masonry in cement mortar (1:3) B. Cement concrete Grade M15 22/15.11 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 23/15.9 Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works

Unit 3

Total Rate in Quantity Rs. 4 5

Amount (Rs.) 6

Each Each Each

4.00 60.00

3500.00 3400.00 298.00

13,600.00 17,880.00

Cum Cum Cum

92.36 210.06

4333.00 7046.00 1485.00

0.00 650,769.00 311,940.00

Cum

153.40

1679.00

257,552.00

Total-

21,212,213.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Quantity Calculation fo Br. No.235/3 Ch-234859 m Sl. Item No. no. 1

Unit

12.1 Earth work or foundation of structures as per drawings & technical specification including setting out

2 2 2 2 2

3.5 19.36 0.3 0.3 31.12+19. 36 2

15 31.12 31.12 31.12 31.12 4

8.31

5.5 1.25 1.5 1.5 0.45

12 12 12 19.36 5.88

m3 m3 3 m m3 m3

462.00 580.80 10.80 17.42 133.57

0.45 6 3 2.5 2

19.36 0.75 0.75 1.85 1.5

6.08+1.8 2

2

m3 3 m m3 m3 m3 3 m

130.68 140.04 70.02 143.93 93.36 261.931

Total= 2

12

18.86 1

0.15 15.7

15

19.36

0.15

m3

43.56

31.12+19. 36 2

0.15

5.88

3

44.52

c/wall 2

m

Total=

m/wall 4

12.40 Reinforcement in foundation = 25 mm dia 20 mm dia 12 mm dia 12

2 2

17.00 13.5 10

mm dia

2 100

m/wall

5

13.5 Substructure (M35) RCC Dirt wall = Abutment cap = Abutment =

1.5 1.5 1.5 4.5

2 2 2

Pier Cap Pier

1

M/wall

2

0.82 0.7 0.7+1.5 2 0.225 1 0.2+0.45 2

137.73 0.00

m3 m3 m3 m3

348.48 9.00 9.00 32.40 398.88

100 kg 129 kg 64.52 kg

13117.28 8600.00 573.51

foundation)

19.36 0.25 0.25 1.2

0.00 33.95 15.70

m3

12.8 RCC M35(open

2 2 2

2044.56

m3 m3 m3

12.8 PCC M-15 =

Apron Base

3

Qty for 2Lane

12 12 12 3 Total=

430 32.4 Total = Total =

kg kg kg

Tonne

764.44 3240.00 26295.24 26.30

12 12 12

0.25 m3 0.225 m3 4.498 m3

4.92 3.78 118.747

12 12 6.143

1 m3 4.498 m3 3 m3

2.700 53.976 11.98

Total=

196.10

Sl. Item No. no. 6

7

Unit

13.5

Substructure (M20) PCC Wing wall-201.51

13.6 Reinforcement in substuctureDirt wall = 12 mm dia 12 mm dia

14.2

10

14.2

11

8.22

12

14.7

13

14.2

6 2

2 2

10 1.85

13.5 86

12 12

mm dia mm dia

Pier cap

12 12

mm dia mm dia

Pier

25 12 12

mm dia mm dia mm dia

2

25 12 12

mm dia mm dia mm dia

2 2 2

14.1 Furnished and placing

9

0.95

Abutment cap =

Abutment

8

2 2

reinforcement/Prestressed cement concrete in Superstructure M25 as per drawing and Technical Specifications. Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specification. Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered For RCC Railing

Qty for 2Lane

m3

201.51

26.55 kg 86 kg

283.20 290.49

kg kg

240.00 282.84

10 1.85

13.5 86

kg kg

120.00 141.42

30

110 27.3 110

7.323 kg 30 kg 1 kg

6215.51 728.00 2933.33

2 27.3 30 m/wall

110 30 110 11.97

2

7.323 kg kg 1 kg 100 kg Total = kg Total = Tonne 87.14 m3

12431.02 1456.00 5866.67 1197.00 32185.48 32.19 174.28

2

6.076

MT

12.152

3

12

Nos.

36.00

2

27.36 m

54.72

1

27.36 m

27.36

3

27.36 m2

82.08

Sl. Item No. no. 14

Unit

14.4 Providing and laying Cement concrete

15

14.9

16

13.9

17

14.1

18 14.10

19

13.8

20

8.51

21

8.4

22

8.47

23

15.1

24

15.9

25 15.10 26 Analy sis rate

Wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. Drainage Spouts complete as per drawing and Technical specification. Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification with Granular Material. (A) Granular material . Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. PCC M15 grade levelling course below approach slab complete as per drawing and technical specification Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification. Sign board : Retro reflectorised Traffic sign: Providing and erecting of RetroReflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3 Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P. Solar India Ltd. Of siz(125mmx125mm),90mm height(frombottom of shank to the top of stud)with detachable battery. Stone apron Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Flore apron :Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works. Curtain wall complete as per drawing and Technical specification HAND RAIL Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc.

8.50

2

2

2

12

4.00

2

0.3

12.00

2

0.15

27.36 m3

2

Qty for 2Lane 232.56

Nos.

8

5.093 m3

488.928

4

m3

28.80

12.00

4

m3

14.40

2

20

Nos.

40

2

30

Nos.

60

1

17.28

2

2

17.28

Nos.

4

1

210.1 m3

210.06

1

153.4 m3

153.396

1

92.36 m3

92.36

2

27.36 m

54.72

Executive Engineer, PWD Nagaon NH Division, Nagaon

380.1336 490.875

20.86 7929.587 17.00 8344.875

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for Repairing of existing br No.237/1,Ch-236259

3

Total Quantity 4

Rate in Rs. 5

Cm Cm

103.00 84.81

356.00 573.00

36,668.00 48,595.00

Cum

145.22

54.00

7,842.00

Cum

1.19

6514.00

7,759.00

Cum

27.79

9030.00

250,944.00

Item No.

Particulars/Descrption of items

Unit

1 1/2.4

2 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres)

Amount (Rs.) 6

II) By Mechanical Means (a) Cement concrete grade M-15 & M-20 Wing wall(b) Prestressed/ Reinforced cement grade M-20 & above. Foundation 2/12.1

3/12.8

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I.Ordinary Soil B.Mechanical means (II) With dewatering (i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump

4/12.40

Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications

3

Total Quantity 4

Rate in Rs. 5

tonne

2.78

73279.00

203,643.00

Cum

25.08

9169.00

229,936.00

Tonne

2.51

73343.00

183,871.00

Cum

16.84

10591.00

178,300.00

Item No.

Particulars/Descrption of items

Unit

1

2 (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2

5/13.5

6/13.6

Substructure Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications (P)With plasticiser (Masterplast PL-1/SPL2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Pump. Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ steel/Shyam steel

8/14.2

6

Jindal

(i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 7/14.1

Amount (Rs.)

Super Structure Furnished and placing reinforcement/Prestressed cement concrete in superstructure as per drawing and Technical Specifications. (P) With plasticiser ( Masterplast PL1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B. RCC GRADE M 25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

Item No.

Particulars/Descrption of items

Unit

1

2 (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2

3 tonne

9/14.18

Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.

10/8.22

11/14.7

Total Rate in Quantity Rs. 4 5 1.35 77554.00

Amount (Rs.) 6 104,450.00

metre

24.00

1640.00

39,360.00

metre

24.00

558.00

13,392.00

metre

24.00

317.00

7,608.00

metre

24.00

17.00

408.00

metre metre

31.88 15.94

4170.00 2044.00

132,940.00 32,582.00

Item No.

Particulars/Descrption of items

1 2 12/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 13/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 14/14.9 Drainage Spouts complete as per drawing and Technical specification 15/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification 16/8.47

17/8.51

Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

3

Total Quantity 4

Rate in Rs. 5

Cum

27.60

12025.00

331,890.00

Cum

27.60

5498.00

151,745.00

Each

2.00

10197.00

20,394.00

Each

24.00

204.00

4,896.00

Each Each Each

4.00 12.00

3500.00 3400.00 298.00

13,600.00 3,576.00

Unit

Amount (Rs.) 6

3 Sqm

Total Quantity 4 59.55

Rate in Rs. 5 78.00

metre

17.00

3628.00

61,676.00

Sqm

67.49

59.00

3,982.00

Sqm

15.13

614.00

9,288.00

Each

19.82 19.82 19.82 19.82

500.00 700.00 750.00 800.00

9,909.00 13,872.00 14,863.00 15,854.00 2,138,488.00

Item No.

Particulars/Descrption of items

Unit

1 18/16.1

2 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.)

19/16.17 Replacement of Expansion Joints complete

Amount (Rs.) 6 4,645.00

as per drawings.

20/16.2

Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 21/16.28 (A)'Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface. 22/16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers. a)12 mm dia re-bar fastners 25% of 79 b)16 mm dia re-bar fastners 25% of 79 C)20 mm dia re-bar fastners 25% of 79 d)25 mm dia re-bar fastners 25% of 79

Each Each Each

Total-

Executive Engineer, PWD Nagaon NH Division, Nagaon

Repairing Quantity Calculation for Br. No.237/1,Ch-236259 Sl.N Item o. No. 1 2.4 Dismantling (M20):(ii) (A) Cement concrete grade M-15 & M-20. Wing Wall(B) Prestressed/ Reinforced cement grade M-20 & above. Post 2 0.275 0.25 Rail2 2 0.2 Kerb2 0.5 Slab1 0.65 Dirt wall2 0.65 Abut/Pier2 0.7+1.0 2 Raft-

2

12.1 Earth work in or foundation of structures as per drawings & technical specification including setting out.(Upto 3m)-

2

Unit Qty for 2Lane 2

0.9 0.175 0.2 7.4 0.25 3.95

7.94

1

7.94 3.5

3.5 3.4

51.50 Cm 9 13.5 15.9 3.95 3.95 4.02

Cm Cm Cm Cm Cm Cm

1.11 1.89 3.19 19.00 1.28 26.97

3.95 Cm Total= Cm

31.36 84.81

m 3 m

3

50.02 95.20

Total= m3

145.22 1.19 1.19

1.8 4.0

3

12.8 PCC M15-

7.94

1

0.15 m3 Total=

4

12.8 RCC M35 (open foundation)-

7.94

1

3.5 Total=

5

12.40 Reinforcement in foundation-

6

13.5 Substructure(M35)-

7

13.6 Reinforcement in Substructure-

8

14.1 Superstructure RCC (M25)-

9

14.2 Reinforcement in Superstructure-

10 11

14.9 Drainage Spouts complete as per drawing andProviding Technical joint & specification. fixing 20 mm 14.18 Filler thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

27.79

2

0.7+1.0 2

3.5

2

0.25

3.5

1

3.5

27.79 27.79

100 kg Total= kg Total= Tonne

23.50

0.9 m3 Total= m3

1.575 25.08

100 Kg Total= Kg Total= Tonne

0.65

7.4 m3 Total= m3

1 2 2 2 2

2779.00 2779.00 2.78

3 3.95 m

25.07

16.835

103.00

80 Kg Total= Kg Total= Tonne 2 12 12 12 12

Nos. Nos. Nos. Nos. Nos.

2507.00 2507.00 2.5 16.84 16.84 1346.80 1346.80 1.35 2.00 24.00 24.00 24.00 24.00

Sl.N Item o. No. 12 14.10 PCC M15 grade levelling course 13

14.11

14

14.7

15

8.22

16

16.1

17

16.17

18

16.2

19

13.8

20

8.47

21

8.51

22

16.28

below approach slab complete as per drawing and technical Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.) Replacement of Expansion Joints complete as per drawings. Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm) ,90mm height (from bottom of shank to the top of RPM: Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface.

2

11.5

4

0.3

Unit Qty for 2Lane 3 27.60 m

2

11.5

4

0.3

m3

1

15.9 m

15.94

2

15.9 m

31.88

7.5

7.94

59.55

2

8.5

8.5

2

0.65

2

2

0.7+1.0 2

0.65

27.60

metre

17.00

7.94 metre

67.49

12

Nos.

24.00

4

Nos.

4.00

12

Nos.

12.00

2.5 sqm 3.95 sqm

3.25 6.72

7.94 sqm

5.16

Total- sqm

15.13

Sl.N Item o. No. 23 16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in

Unit Qty for 2Lane 47.56 Each 79 0.6

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for existing br No.237-1,Ch-236259 Item No. 1

Particulars/Descrption of items

Unit

2

3

Total Quantity 4

Rate in Rs. 5

1703.15

54.00

91,971.00

132.20

6514.00

861,134.00

265.46

9030.00

2,397,140.00

13.79

73279.00

1,010,744.00

99.80

8120.00

810,376.00

90.76

9169.00

832,152.00

Amount (Rs.) 6

Foundation 1/12.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I. Ordinary Soil B. Mechanical means (II) With dewatering (i) upto 3m depth Cum 2/12.8 Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 Cum H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete Cum pump 3/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications. (A) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement tonne bar of Fe-500 N/mm2 Substructure 4/13.5 Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 B. PCC Grade M20 a) Height up to 5.0 m Cum H. RCC Grade M 35

5/13.6

a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and Cum concrete Pump Supplying, fitting and placing TMT bar reinforcement in MT substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

Item No. 1

Total Rate in Quantity Rs. 2 3 4 5 (i) TMT Corrosion Resistant Steel (CRS) reinforcement Tonne 18.77 73343.00 bar of Fe-500 N/mm2 Super Structure Particulars/Descrption of items

Unit

Amount (Rs.) 6 1,376,947.00

6/14.1 Furnishing

and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B.'RCC Grade M25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m 7/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 8/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. 9/8.4 Retro reflectorised Traffic sign:

Cum

53.51

10591.00

566,725.00

MT

3.66

77554.00

283,615.00

metre

24.00

1640.00

39,360.00

metre

24.00

558.00

13,392.00

metre

24.00

317.00

7,608.00

metre

24.00

17.00

408.00

Each

17.28 135.49

5200.00 12993.00

89,856.00 1,760,422.00

Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (V) 80cmm x 45 cm rectangular

10/14.4 Providing and laying Cement concrete wearing coat M30 grade including reinforcement complete as per drawing and Technical Specifications

m3

Item Particulars/Descrption of items No. 1 2 11/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete 12/Anal HAND RAIL ysis Providing and fixing hand rail over the crash barrier Rate consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the Engineer- in-charge. Management shall be made for the length of the pipe only. (Rate from Annexure-I) 13/14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 14/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 15/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 16/14.9 Drainage Spouts complete as per drawing and Technical specification. 17/14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.) (B) For RCC Railing 18/13.9 Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification.

3

Total Quantity 4

Rate in Rs. 5

metre metre

31.88 31.88

4170.00 1475.00

132,940.00 47,023.00

metre

15.94

2044.00

32,582.00

Cum Cum,

28.80 14.40

12025.00 5498.00

346,320.00 79,172.00

Each

2.00

10197.00

20,394.00

RM

47.82

160.00

7,652.00

448.03

1524.00 204.00

682,801.00 0.00

Unit

(A) Granular material Cum 19/13.8 Providing weep holes in brick mansonry/plain/reinforced Each concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification

Amount (Rs.) 6

Item Particulars/Descrption of items No. 1 2 20/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud 21/8.51 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Protection work 22/15.10 Curtain wall complete as per drawing and Technical specification A. Stone masonry in cement mortar (1:3) B. Cement concrete Grade M15 23/15.11 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 24/15.9 Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works

3

Total Quantity 4

Rate in Rs. 5

Each Each Each

4.00 25.00

3500.00 3400.00 298.00

13,600.00 7,450.00

Cum Cum Cum

52.95 120.42

4333.00 7046.00 1485.00

0.00 373,086.00 178,824.00

Cum

111.01

1679.00

186,386.00

Unit

Amount (Rs.) 6

Total- 12,250,080.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

4,360,989.00

3,019,475.00

4,131,320.00

738,296.00

Quantity Calculation fo Br. No.237/1 Ch-236259 Sl. Item No. no. 1 12.1 Earth work or

Unit

12 1.5 1.5 0.45

6.6 12 7.94 4.95

Qty for 2Lane 0.00 245.52 10.80 7.146 57.425

0.45 6 3 2.5 2

7.94 0.75 0.75 1.85 1.5 2

53.595 80.28 40.14 82.51 53.52 220.64

m

foundation of structures as per drawings & technical specification including setting out

2 2 2 2

4

1.55 0.3 0.3 17.84+7.94 2

15 17.84 17.84 17.84 17.84 7

6.08+1.8 2

3

Total = 2

m3

12.8 PCC M-15 = 12 c/wall Apron

15 2

17.84+7.94 2

7.44 1 7.94 0.15

0.15 15.7 0.15 4.95

13.39 15.70 17.865 19.142 Total=

3

m3

12.8 RCC M35(open foundation)

m/wall

4

5

2 2 2

7.94 0.25 0.25 1.2

12.40 Reinforcement in foundation = 25 mm dia 20 mm dia m/wall

13.5 Substructure (M35) Dirt wall Abutment

2 2 2

M/wall

2

Abutment cap

12 0.225 0.7+0.9 2 0.2+0.45 2

7

13.5

Substructure (M20) PCC Wing wall-

13.6 Reinforcement in substucture-

66.10 0.00

12 1.5 1.5 3

0.9 12 7.44 4.5

m3 m3 m3 m3 Total=

85.752 9.00 5.58 32.40 132.732

17.68 25.8 100

80 80 32.4

kg kg kg Total = Total =

5456.79 5096.30 3240.00 13793.09 13.79

0.25 12 3.792

0.65 0.7 12

m 3 m m3

3

5.267

3

1

3.90 3.78 72.81 10.27

Total= 6

851.58

99.8 m3

90.76

99.80

Sl. Item 7 13.6 No. no.

Unit Dirt wall

MT

Abutment cap

Abutment

8

0.523

28 12 12

mm dia mm dia mm dia

2

4 2 30 m/wall

14.1 Furnished and placing

9

14.2

10

14.2

12

8.22

13

14.7

14

14.2

15

14.4

16

14.9

17

13.9

18

14.1

Qty for 2Lane 0.574

reinforcement/Prestressed cement concrete in Superstructure M25 as per drawing and Technical Specifications. Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specification. Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered For RCC Railing Providing and laying Cement concrete Wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. Drainage Spouts complete as per drawing and Technical specification. Back filling behind Abutment ,Wing 2 wall and Return Wall complete as per drawing and technical specification with Granular Material. (A) Granular Reinforced cement concrete approach 2 slab including reinforcement and formwork complete as per drawing and Technical specification.

95 30 95 100

6.1 27.4 1 10.27 Total = Total =

kg kg kg kg kg Tonne

11217.98 1461.33 5066.67 1027.00 18774.07 18.77

1

53.51 m3

1

3.657

MT

3.66

2

12

Nos.

24.00

53.51

2

15.94 m

31.88

1

15.94 m

15.94

3

15.94 m2

47.82

8.50

15.94 m3

135.49

2 12

4.00

0.3

12.00

1

Nos.

2.00

4.667 m3

448.03

3

28.80

4

m

Sl. Item No. no. 19 14.10 PCC M15 grade levelling course

20

8.51

21

8.4

22

8.47

23

15.1

24

15.9

25 15.10 26 Analysi s Rate

below approach slab complete as per drawing and technical specification Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification. Sign board : Retro reflectorised Traffic sign: Providing and erecting of RetroReflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3 Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P. Solar India Ltd. Of siz(125mmx125mm),90mm height(frombottom of shank to the top of stud)with detachable battery. Stone apron Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Flore apron :Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works. Curtain wall complete as per drawing and Technical specification HAND RAIL Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc.

Unit 2

0.15

12.00

4

m3

5

5

Nos.

1

17.28

2

2

Qty for 2Lane 14.40

25.00

17.28

Nos.

4.00

1

120.42 m3

120.42

1

111.01 m3

111.01

1

52.95 m3

52.95

2

15.94 m

31.88

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for Repairing of existing br No.240/1,Ch-239322 Item No.

Particulars/Descrption of items

Unit

1 1/2.4

2 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres)

3

Total Quantity 4

Cm Cm

II) By Mechanical Means (a) Cement concrete grade M-15 & M-20 Wing wall(b) Prestressed/ Reinforced cement grade M20 & above. Foundation 2/12.1

3/12.8

Rate in Rs.

Amount (Rs.)

5

6

248.70 119.44

356.00 573.00

88,538.00 68,439.00

Cum

206.11

54.00

11,131.00

Cum

5.22

6514.00

33,994.00

Cum

34.79

9030.00

314,154.00

tonne

3.5

73279.00

254,938.00

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I.Ordinary Soil B.Mechanical means (II) With dewatering (i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump

4/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2

5/13.5

Substructure Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications

Item No.

Particulars/Descrption of items

Unit

1

2 (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999

3

Total Quantity 4

Cum

Rate in Rs.

Amount (Rs.)

5

6

34.29

9169.00

314,386.00

Tonne

3.43

73343.00

251,494.00

Cum

26.98

10591.00

285,724.00

tonne

2.16

77554.00

167,381.00

metre

24.00

1640.00

39,360.00

metre

24.00

558.00

13,392.00

metre

24.00

317.00

7,608.00

H. RCC Grade M 35

6/13.6

7/14.1

8/14.2

9/14.18

a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Pump. Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Super Structure Furnished and placing reinforcement/Prestressed cement concrete in superstructure as per drawing and Technical Specifications. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B. RCC GRADE M 25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification.

Item No.

Particulars/Descrption of items

Unit

1

2 (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete Construction of RCC railing of M30 Grade insitu with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar PCC M15 grade levelling course below approach slab complete as per drawing and technical specification Drainage Spouts complete as per drawing and Technical specification Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification

3 metre

Total Quantity 4 24.00

metre metre

10/8.22

11/14.7

12/14.11

13/14.10

14/14.9 15/13.8

Rate in Rs.

Amount (Rs.)

5 17.00

6 408.00

35.88 17.94

4170.00 2044.00

149,620.00 36,670.00

Cum

27.60

12025.00

331,890.00

Cum

27.60

5498.00

151,745.00

Each

2.00

10197.00

20,394.00

Each

24.00

204.00

4,896.00

1 2 16/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician).

3

Total Quantity 4

a) Bi-directional Stud b) Uni-directional Stud 17/8.51 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. 18/16.1 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.) 19/16.17 Replacement of Expansion Joints complete as per

Each Each Each

4.00 12.00

3500.00 3400.00 298.00

13,600.00 3,576.00

Sqm

74.55

78.00

5,815.00

metre

17.00

3628.00

61,676.00

20/16.2 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m.

Sqm

84.49

59.00

4,985.00

21/16.28 (A)'Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm 22/16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers. a)12 mm dia re-bar fastners 25% of 107 b)16 mm dia re-bar fastners 25% of 107 C)20 mm dia re-bar fastners 25% of 107 d)25 mm dia re-bar fastners 25% of 107

Sqm

20.78

614.00

12,759.00

Each Each Each Each

26.79 26.79 26.79 26.79

500.00 700.00 750.00 800.00

Item No.

Particulars/Descrption of items

Unit

Rate in Rs.

Amount (Rs.)

5

6

drawings.

13,396.00 18,755.00 20,094.00 21,434.00 Total- 2,722,252.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Repairing Quantity Calculation for Br. No.240/1,Ch-239322 Sl. Item No. No. 1 2.4 Dismantling (M20):(ii) (A) Cement concrete grade M-15 & M-20 Wing Wall(B) Prestressed/ Reinforced cement grade M-20 & above Post 2 0.275 0.25 Rail2 2 0.2 Kerb2 0.5 Slab0.82 1 Dirt wall2 0.82 Abut/Pier0.7+1.0 2 Raft-

2

12.1 Earth work in or foundation of structures as per drawings & technical specification including setting out.(Upto 3m)-

2

Unit Qty for 2Lane 2

0.9 0.175 0.2 9.4 0.25 3.95

2 9.94

3.95

9.95 3.5

3.5 4.6

124.35 Cm

248.70

Cm Cm Cm Cm Cm Cm

1.24 2.09 3.59 30.45 1.62 41.20

Cm 1 Total= Cm

39.26 119.44

m3 m3

77.31 128.80

Total= m3

206.11 5.22 5.22

10 14.915 17.94 3.95 3.95 6.135

2.22 4.0

3

12.8 PCC M15-

9.94

3.5

0.15 m3 Total=

4

12.8 RCC M35 (open foundation)-

9.94

3.5

1 Total=

5

12.40 Reinforcement in foundation-

6

13.5 Substructure(M35)-

34.79

2 2

0.7+1.0 2 0.25

34.79 34.79

100 kg Total= kg Total= Tonne

3479.00 3479.00 3.5

3.15

6.135

m3

32.85

3.5

0.82 m3 Total= m3

1.435 34.29

7

13.6 Reinforcement in Substructure-

8

14.1 Superstructure RCC (M25)-

9

14.2 Reinforcement in Superstructure-

26.98

10

14.9 Drainage Spouts complete as per

1

2

Nos.

2.00

2 2 2 2 4

12 12 12 12 0.3

Nos. Nos. Nos. Nos. m3

24.00 24.00 24.00 24.00 27.60

11

34.29

1

3.5

drawing and Technical specification. 14.18 Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

12 14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification

2

11.5

9.4

100 Kg Total= Kg Total= Tonne 0.82 m3 Total= m3 80 Kg Total= Kg Total= Tonne

3429.00 3429.00 3.4 26.98 26.978 2158.24 2158.24 2.16

Sl. Item No. No. 13 14.11 Reinforced cement concrete approach slab

14

14.7

15

8.22 Reinforced Cement Concrete Crash

16

16.1

17 16.17 18

16.2

19

13.8

20

8.47

21

8.51

22 16.28

23

2

11.5

including reinforcement and formwork complete as per drawing and Technical specification. Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm.

Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness Replacement of Expansion Joints complete as per drawings. Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm) ,90mm height (from bottom of shank to the top of stud)with detachable battery. RPM: Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification. Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface.

16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers.

Unit Qty for 2Lane 3 27.60 m

4

0.3

1

17.94

m

17.94

2

17.94

m

35.88

7.5

9.94

74.55

2

8.5

17.00

8.5

9.94

metre

84.49

2

12

Nos.

24.00

4

Nos.

4.00

12

Nos.

12.00

0.25 6.135

sqm sqm

0.41 10.43

1

sqm

9.94

Total- sqm

20.78

0.82

2

2

0.7+1.0 2

9.94

64.3 0.6

Each

Executive Engineer, PWD Nagaon NH Division, Nagaon

107

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for existing br No.240-1,Ch-239322 Item No.

3

Total Quantity 4

Rate in Rs. 5

Cum

2365.72

54.00

127,750.00

Cum

92.05

6514.00

599,610.00

Cum

172.86

9030.00

1,560,926.00

tonne

24.13

73279.00

1,768,101.00

Cum

434.89

8120.00

3,531,307.00

Cum

142.40

9169.00

1,305,641.00

Particulars/Descrption of items

Unit

2

1

Amount (Rs.) 6

Foundation 1/12.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

2/12.8

I. Ordinary Soil B. Mechanical means (II) With dewatering (i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35

(II) Using Batching plant Transit mixer and concrete pump 3/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications. (A) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Substructure 4/13.5 Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 B. PCC Grade M20 a) Height up to 5.0 m H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Pump

Total Quantity 4

Rate in Rs. 5

17.04

73343.00

1,249,623.00

Cum

87.14

10591.00

922,900.00

MT

6.08

77554.00

471,219.00

metre

24.00

1640.00

39,360.00

metre

24.00

558.00

13,392.00

metre

24.00

317.00

7,608.00

metre

24.00

17.00

408.00

Item No.

Particulars/Descrption of items

Unit

1 5/13.6

2 Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications

3 MT

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) Tonne reinforcement bar of Fe-500 N/mm2 Super Structure

Amount (Rs.) 6

6/14.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B.'RCC Grade M25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m 7/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 8/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.

Item No. 1 9/8.4

Total Quantity 4

Rate in Rs. 5

17.28 152.49

5200.00 12993.00

89,856.00 1,981,303.00

metre metre

35.88 35.88

4170.00 1475.00

149,620.00 52,923.00

metre

17.94

2044.00

36,670.00

Cum Cum,

28.80

12025.00

346,320.00

14.40

5498.00

79,172.00

Particulars/Descrption of items

Unit

2

3

Amount (Rs.) 6

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)

(V) 80cmm x 45 cm rectangular Each 10/14.4 Providing and laying Cement concrete wearing coat m3 M-30 grade including reinforcement complete as per drawing and Technical Specifications 11/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.

B. M 40 grade concrete 12/Analy HAND RAIL sis Rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the in-charge. Management shall be made for 13/14.7 EngineerConstruction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 14/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 15/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification

Item No.

Particulars/Descrption of items

1 2 16/14.9 Drainage Spouts complete as per drawing and Technical specification. 17/14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.) (B) For RCC Railing 18/13.9 Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification. (A) Granular material 19/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification 20/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road(installation should be made using adhesives and a) Bi-directional Stud b) Uni-directional Stud 21/8.51 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Protection work 22/15.10 Curtain wall complete as per drawing and Technical specification A. Stone masonry in cement mortar (1:3) B. Cement concrete Grade M15 23/15.11 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 24/15.9 Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works

Unit 3 Each

Total Rate in Quantity Rs. 4 5 2.00 10197.00

Amount (Rs.) 6 20,394.00

RM

53.82

160.00

8,612.00

Cum Each

667.68 40.00

1524.00 204.00

1,017,545.00 8,160.00

Each Each Each

4.00

3500.00 3400.00 298.00

13,600.00 0.00

Cum Cum Cum

73.25 166.59

4333.00 7046.00 1485.00

0.00 516,120.00 247,387.00

Cum

181.91

1679.00

305,427.00

Total-

16,470,954.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Quantity Calculation fo Br. No.240/1, Ch-239322 Sl. No. 1

Item no.

Unit

12.1 Earth work or

2 2 2 2 2

foundation of structures as per drawings & technical specification including setting out

4

2.65 4.35 0.3 0.3 24.68+9.94 2

15 24.68 24.68 24.68 24.68 10.43

12 10.34 1.5 1.5 0.45

6.3 12 12 10.34 7.37

m m3 m3 3 m m3

3

400.68 1079.50 10.80 9.31 114.817

0.45 6 3 2.5 2

9.94 0.75 0.75 1.85 1.5 2

m m3 3 m m3 m3 3 m

3

67.095 111.06 55.53 114.145 74.04 328.754

6.08+1.8 2

Total = 2

12.8

12

9.84

0.15

15

9.94

0.15

m3

22.365

24.68+9.94 2

0.15

7.37

3

38.272

c/wall 2

m

Total= 3

2365.72

m3 m3 m3

PCC M-15 =

Apron

Qty for 2Lane

0.00 17.712 13.70

92.05

12.8 RCC M35(open foundation)

m/wall

2 2 2

10.34 0.25 0.25 1.2

12 1.5 1.5 3

1 12 9.84 4.5

m3 m3 m3 Total=

4

12.40 Reinforcement in foundation = 32 mm dia 20 mm dia 12 mm dia 12

2 2

11.14 13.2

110 68 10

46.48

kg kg kg

13.5

310

2

kg

551.11

m/wall

100

32.4

kg

3240.00

Substructure (M35) Dirt wall = Abutment cap =

Abutment = M/wall

2 2 2 2

0.82 0.7 0.7+1.0 2 0.2+0.45 2

12 12 5.91

0.25 0.225 12

6.735

3

m3 m3 m3

13.5

Substructure PCC M20

24128.34 24.13

4.92 3.78 120.56 13.13

Total= 6

15491.48 4432.59 413.16

mm dia

Total = kg Total = Tonne 5

124.08 9.00 7.38 32.40 172.86

142.40

Sl. No. 6

Item no. 13.5

Unit

Wing wall7

13.6

Reinforcement in substuctureDirt wall = 12 mm dia 12 mm dia Abutment cap = 12 mm dia 12 mm dia Abutment =

8

9

10

12

13

14

15

16

32 12 12

mm dia mm dia mm dia m/wall

14.1 Furnished and placing reinforcement/Prestressed cement concrete in Superstructure M25 as per drawing and Technical Specifications. 14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specification. 14.18 Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. 8.22 Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade 14.7 Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. 14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered For RCC Railing 14.4 Providing and laying Cement concrete Wearing coat M-30 grade including reinforcement complete as per drawing and Technical 14.9 Drainage Spouts complete as per drawing and Technical specification.

1

2 2

2

Qty for 2Lane

434.89 m3

434.89

283.20 290.49 240.00 282.84

0.95 2 2

6 2 10 1.85

26.55 86 13.5 86

2 2 33 100

80 33 80 13.13

8.24 27.3 1

kg kg kg kg

kg kg kg kg Total = kg Total = Tonne

8333.59 1601.60 4693.33 1313.00 17038.06 17.04

1

87.14

m3

87.14

1

6.076

MT

6.076

2

12

Nos.

24.00

2

17.94

m

35.88

1

17.94

m

17.94

3

17.94

m

2

53.82

8.50

17.94

m

3

152.49

1

2

Nos.

2

Sl. No.

Item no.

17

13.9 Back filling behind Abutment ,Wing

18

14.11

19

14.10

20

13.8

21

8.47

22

8.4

23

15.11

24

15.9

25

15.10

Unit

wall and Return Wall complete as per drawing and technical specification with Granular Material. Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and PCC M15 grade levelling course below approach slab complete as per drawing and technical Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P. Solar India Ltd. Of siz(125mmx125mm),90mm height(frombottom of shank to the top of stud)with detachable battery. Sign board : Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective Stone apron Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Flore apron :Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works. Curtain wall complete as per drawing and Technical specification

26 Analysis HAND RAIL rate

Qty for 2Lane

2

12

4.00

6.955

m

3

667.68

2

0.3

4.00

12

m

3

28.80

2

0.15

4.00

12

m3

14.40

1

40

Nos.

40

2

2

Nos.

4

1

17.28

1

166.59 m3

166.59

1

181.91 m3

181.91

1

73.25

m3

73.25

2

17.94

m

35.88

17.28

Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc.

Executive Engineer, PWD Nagaon NH Division, Nagaon

RPM

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for Repairing of existing br No.245/3,Ch-244803 m

3

Total Quantit 4

Rate in Rs. 5

Cm Cm

100.74 112.53

356.00 573.00

35,864.00 64,478.00

Cum

197.22

54.00

10,650.00

Cum

1.64

6514.00

10,690.00

Cum

38.29

9030.00

345,759.00

3.83

73279.00

280,586.00

Item No.

Particulars/Descrption of items

Unit

1 1/2.4

2 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) II) By Mechanical Means (a) Cement concrete grade M-15 & M-20 Wing wall(b) Prestressed/ Reinforced cement grade M-20 & above. Foundation

Amount (Rs.) 6

2/12.1 Excavation for Structures (Earth work in excavation of foundation of structures as per specification, including setting shoring and bracing, removal deleterious matter, dressing of backfilling with approved material.

drawing and technical out, construction of of stumps and other sides and bottom and

I.Ordinary Soil B.Mechanical means (II) With dewatering (i) upto 3m depth 3/12.8 Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump 4/12.40 Reinforcement in Foundation: Supplying,

fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) tonne reinforcement bar of Fe-500 N/mm2 Substructure 5/13.5 Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications

Total Quantit 4

Rate in Rs. 5

22.12

9169.00

202,822.00

2.21

73343.00

162,235.00

32.76

10591.00

346,962.00

tonne

2.62

77554.00

203,254.00

metre

24.00

1640.00

39,360.00

metre

24.00

558.00

13,392.00

metre

24.00

317.00

7,608.00

metre

24.00

17.00

408.00

Item No.

Particulars/Descrption of items

Unit

1

2 (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 H. RCC Grade M 35

3

a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and Cum concrete Pump. 6/13.6 Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) Tonne reinforcement bar of Fe-500 N/mm2 Super Structure 7/14.1 Furnished and placing reinforcement/Prestressed cement concrete in superstructure as per drawing and Technical Specifications. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B. RCC GRADE M 25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m Cum 8/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in superstructure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 9/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.

Amount (Rs.) 6

Item No.

Particulars/Descrption of items

1 2 10/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.

Unit 3

B. M 40 grade concrete metre 11/14.7 Construction of RCC railing of M30 Grade in-situ metre with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 12/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade Cum rebar 13/14.10 PCC M15 grade levelling course below approach Cum slab complete as per drawing and technical specification 14/14.9 Drainage Spouts complete as per drawing and Each Technical specification 15/13.8 Providing weep holes in brick Each mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification 16/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bidirectional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud

Each Each

Total Quantit 4

Rate in Rs. 5

37.88 18.94

4170.00 2044.00

157,960.00 38,714.00

27.60

12025.00

331,890.00

27.60

5498.00

151,745.00

2.00

10197.00

20,394.00

20.00

204.00

4,080.00

4.00

3500.00 3400.00

13,600.00

Amount (Rs.) 6

1 2 17/8.51 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

3 Each

Total Quantit 4 12.00

18/16.1 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.)

Sqm

82.05

78.00

6,400.00

19/16.17 Replacement of Expansion Joints complete as per metre

17.00

3628.00

61,676.00

Sqm

92.99

59.00

5,487.00

Sqm

16.17

614.00

9,926.00

Each Each Each Each

24.14 24.14 24.14 24.14

500.00 700.00 750.00 800.00

12,070.00 16,897.00 18,104.00 19,311.00 2,595,898.00

Item No.

Particulars/Descrption of items

Unit

Rate in Rs. 5 298.00

Amount (Rs.) 6 3,576.00

drawings.

20/16.2 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 21/16.28 (A)'Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating 22/16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers. a)12 mm dia re-bar fastners 25% of 97 b)16 mm dia re-bar fastners 25% of 97 C)20 mm dia re-bar fastners 25% of 97 d)25 mm dia re-bar fastners 25% of 97

Total-

Executive Engineer, PWD Nagaon NH Division, Nagaon

Repairing Quantity Calculation for Br. No.245/1,Ch-244803 m Sl. Item No. No. 1 2.4 Dismantling (M20):(ii) (A) Cement concrete grade M-15 & M-20 Wing Wall(B) Prestressed/ Reinforced cement grade M-20 & above Post 2 0.275 0.25 Rail2 2 0.2 Kerb2 0.5 Slab1 0.9 Dirt wall2 0.9 Abut/Pier2 0.7+1.0 2 Raft-

2

12.1 Earth work in or foundation of structures as per drawings & technical specification including setting out.(Upto 3m)PCC M15-

3

12.8

4

12.8 RCC M35 (open foundation)-

5

12.40 Reinforcement in foundation-

6

13.5 Substructure(M35)-

7

13.6 Reinforcement in Substructure-

8

14.1 Superstructure RCC (M25)-

9

10 11

2

Unit

Qty for 2-Lane

2

50.37

Cm

100.74

0.9 0.175 0.2 10.4 0.25 3.95

11 15.915 18.94 3.95 3.95 3.453

Cm Cm Cm Cm Cm Cm

1.36 2.23 3.79 36.97 1.78 23.19

3.95 Cm Total= Cm

43.21 112.53

m3 3 m

71.22 126.00

Total= m3 0.15 m3 Total=

197.22 1.64 1.64

10.94

1

10.94 3.5

3.5 4.5

10.94

1

10.94

1

38.29

2

0.7+1.0 2

3.5

2

0.25

3.5

1.86 4.0

3.5 Total=

38.29 38.29

100 kg 3829.00 Total= kg 3829.00 Total= Tonne 3.83 m3

20.55

0.9 m3 Total= m3

1.575 22.12

3.453

22.12

100 Kg 2212.00 Total= Kg 2212.00 Total= Tonne 2.21

10.4

0.9 m3 Total= m3

14.2 Reinforcement in Superstructure-

32.76

80 Kg 2620.80 Total= Kg 2620.80 Tonne Total= 2.62

14.9 Drainage Spouts complete as per

1

2

Nos.

2.00

2 2 2 2 4

12 12 12 12 0.3

Nos. Nos. Nos. Nos. 3 m

24.00 24.00 24.00 24.00 27.60

1

3.5

drawing and Technical specification. 14.18 Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

12 14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical

2

11.5

32.76 32.76

Sl. Item No. No. 13 14.11 Reinforced cement concrete

14

14.7

15

8.22

16

16.1

Unit 2

11.5

approach slab including reinforcement and formwork complete as per drawing and Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.)

17 16.17 Replacement of Expansion Joints complete as per drawings. Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm) ,90mm height (from bottom of shank to the top of stud)with detachable battery.

18

16.2

19

13.8

20

8.47

21

8.51 RPM: Providing relfective

22

pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification. 16.28 Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface.

Qty for 2-Lane 27.60

4

0.3

m3

1

18.94

m

18.94

2

18.94

m

37.88

7.5

10.94

82.05

2

8.5

17.00

8.5

10.94

metre

92.99

2

10

Nos.

20.00

4

Nos.

4.00

12

Nos.

12.00

0.25 3.453

sqm sqm

0.45 5.87

10.94

sqm

9.85

Total- sqm

16.17

0.9

2

2

0.7+1.0 2

0.9

Sl. Item No. No. 23 16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers.

Unit 57.932 Each 0.6

Qty for 2-Lane 97

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for existing br No.245/3,Ch-244803 Item No. 1

Total Rate in Quantity Rs.

Particulars/Descrption of items

Unit

Amount (Rs.)

2

3

4

5

6

Cum

1772.80

54.00

95,732.00

Cum

94.95

6514.00

618,487.00

Cum

173.95

9030.00

1,570,733.00

17.51

73279.00

1,283,456.00

121.04

8120.00

982,845.00

96.28

9169.00

882,803.00

Foundation 1/12.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

2/12.8

I. Ordinary Soil B. Mechanical means (II) With dewatering (i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump

3/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications. (A) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement tonne bar of Fe-500 N/mm2 Substructure 4/13.5 Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 B. PCC Grade M20 a) Height up to 5.0 m Cum H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and Cum concrete Pump 5/13.6 Supplying, fitting and placing TMT bar reinforcement in MT substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

Item No. 1

Particulars/Descrption of items

Unit

2 3 (i) TMT Corrosion Resistant Steel (CRS) reinforcement Tonne bar of Fe-500 N/mm2 Super Structure

Total Rate in Quantity Rs. 4 19.10

Amount (Rs.)

5 73343.00

6 1,400,960.00

106.40 10591.00

1,126,883.00

6/14.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B.'RCC Grade M25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m Cum 7/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement MT bar of Fe-500 N/mm2 8/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate metre in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre metre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick metre premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. 9/8.4

metre

77554.00

546,524.00

24.00

1640.00

39,360.00

24.00

558.00

13,392.00

24.00

317.00

7,608.00

24.00

17.00

408.00

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (V) 80cmm x 45 cm rectangular

9/14.4

7.05

Providing and laying Cement concrete wearing coat M- m3 30 grade including reinforcement complete as per drawing and Technical Specifications

17.28 5200.00 160.99 12993.00

89,856.00 2,091,744.00

Item No.

Particulars/Descrption of items

1 2 10/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete 11/Analy HAND RAIL sis Rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the Engineer- in-charge. Management shall be made for the length of the pipe only. (Rate from Annexure-I) 12/14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 13/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 14/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 15/14.9 Drainage Spouts complete as per drawing and Technical specification. 16/14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.) (B) For RCC Railing 17/13.9 Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification.

Unit

Total Rate in Quantity Rs.

Amount (Rs.)

3

4

5

6

metre metre

37.88 37.88

4170.00 1475.00

157,960.00 55,873.00

metre

18.94

2044.00

38,714.00

Cum Cum,

28.80 14.40

12025.00 5498.00

346,320.00 79,172.00

Each

2.00

10197.00

20,394.00

RM

56.82

160.00

9,092.00

477.60 40.00

1524.00 204.00

727,863.00 8,160.00

(A) Granular material Cum 18/13.8 Providing weep holes in brick mansonry/plain/reinforced Each concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification

Item No.

Particulars/Descrption of items

Unit

1 2 3 19/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud Each b) Uni-directional Stud Each 20/8.51 Providing relfective pavement marker with Micro prismatic Each lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Total Rate in Quantity Rs.

Amount (Rs.)

4

5

6

4.00 30.00

3500.00 3400.00 298.00

13,600.00 8,940.00

Cum Cum Cum

63.75 144.99

4333.00 7046.00 1485.00

0.00 449,183.00 215,311.00

Cum

112.28

1679.00

188,519.00

Protection work 21/15.10 Curtain wall complete as per drawing and Technical

specification A. Stone masonry in cement mortar (1:3) B. Cement concrete Grade M15 22/15.11 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 23/15.9 Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works

Total-

13,069,892.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Quantity Calculation fo Br. No.245/3 , Ch- 244803 Sl. No.

Item no.

1

12.1

Unit Qty for 2Lane Earth work or foundation of structures as per drawings & technical specification including setting out.

2 2 2 2 2

2.15 2.89 0.3 0.3 21.48+10.94 2

15 21.48 21.48 21.48 21.48 4

7.46

12 11.65 1.5 1.5

4.88 12 12 8.34

0.45

5.27

0.45 6 3 2.5 2 6.08+1.8 2

10.94 0.75 0.75 1.85 1.5

m 3 m 3 m 3 m m3

0.00 251.81 808.044 10.80 7.51 76.88

m3 m3 m3 3 m 3 m 3 m

73.85 96.66 48.33 99.35 64.44 235.14

3

2

Total = 2

12.8

PCC M-15 = 12 c/wall Apron

3

12.8

5

12.40 Reinforcement in foundation = 25 mm dia 20 mm dia 12 mm dia 12 mm dia m/wall

13.5

21.48+10.94 2 15

10.44 1 0.15

0.15 15.7 7.37

m m3 m3

0.00 18.79 15.70 35.84

10.94

0.15

m3 Total=

24.62 94.95

m3

0.00

m3 m3

124.72 9.00 7.83 32.40 173.946

RCC M35(open foundation)

m/wall

4

2

Substructure (M35) Dirt wall = Abutment cap =

Abutment = M/wall

2 2 2

12 0.25 0.25 3

2 2

2 2 2 2

0.9 0.7 0.7+0.95 2 0.2+0.45 2

3

0.95 1.5 1.5 1.2

10.94 12 10.44 4.5 Total=

10 12.95 10 310 100

112 kg 73 kg 46.48 kg 2 kg 32.4 kg Total = kg Total = Tonne

12 12 3.85

0.25 0.225 12

m3 3 m m3

5.40 3.78 76.23

3

5.575

m3

10.87

m3

Total= 6 7

13.5 13.6

Substructure (M20) PCC Wing wallReinforcement in substucture-

1772.80

1

121.04

8641.98 4668.40 413.16 551.11 3240.00 17514.64 17.51

96.28 m3

121.04

Sl. No. 7

Item no.

Unit Qty for 2Lane Dirt wall =

8

14.1

9

14.2

10

14.18

11

8.22

12

14.7

13

14.16

14

14.4

15

14.9

16

13.9

17

14.11

18

14.10

12 12

mm dia mm dia

2 2

6 0.78

26.12 2

Abutment cap =

12 12

mm dia mm dia

2 2

10 1.85

13.5 86

Abutment =

25 12 12

mm dia mm dia mm dia

2

2 2 27 m/wall

93 26.5 120 100

Furnished and placing reinforcement/Prestressed cement concrete in Superstructure M25 as per drawing and Technical Specifications. Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specification. Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered For RCC Railing Providing and laying Cement concrete Wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. Drainage Spouts complete as per drawing and Technical specification. Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification with Granular Material. (A) Granular material . Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. PCC M15 grade levelling course below approach slab complete as per drawing and technical specification

2

86

Kg Kg

278.61 238.51

Kg Kg

240.00 282.84

1

6.125 Kg 27 Kg 1.2 Kg 10.87 Kg Total = Kg Total = Tonne 106.40 m3

8790.51 1272.00 6912.00 1087.00 19101.47 19.10 106.40

1

7.047

MT

7.05

2

12

Nos.

24.00

2

18.94

m

37.88

1

18.94

m

18.94

3

18.94

m2

56.82

8.50

18.94

m

3

160.99

1

2

Nos.

2.00

2

12

4.98

4

m3

477.60

2

0.3

12.00

4

m3

28.80

2

0.15

12.00

4

m3

14.40

Sl. No.

Item no.

19

13.8

20

21

22

23

24

25 26

Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, 8.51 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification. 8.47 Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P. Solar India Ltd. Of siz(125mmx125mm),90mm height(frombottom of shank to the top of stud)with detachable battery. 8.4 Sign board : Retro reflectorised Traffic sign: Providing and erecting of RetroReflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3 15.11 Stone apron Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond 15.9 Flore apron :Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works. 15.10 Curtain wall complete as per drawing and Technical specification Analysis HAND RAIL rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc.

Unit Qty for 2Lane 8

5

Nos.

40.00

6

5

Nos.

30.00

2

2

Nos.

4.00

1

17.28

1

144.99

m3

144.99

1

112.28

m3

112.28

1

63.75

m3

63.75

2

18.94

m

37.88

17.28

Executive Engineer, PWD Nagaon NH Division, Nagaon

380.1336 490.875

11.89 10.00

4519.789 4908.75

380.1336 490.875

120.00 45616.03 93.00 45651.38

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali bypass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for Repairing of existing Br no - 250/4, Ch-249990

3

Total Quantity 4

Rate in Rs. 5

Cm Cm

98.16 136.11

356.00 573.00

34,945.00 77,993.00

Cum

291.42

54.00

15,737.00

Cum

6.15

6514.00

40,087.00

Cum

57.44

9030.00

518,639.00

tonne

5.74

73279.00

420,915.00

Item No.

Particulars/Descrption of items

Unit

1 1/2.4

2 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) II) By Mechanical Means (a) Cement concrete grade M-15 & M-20 Wing wall(b) Prestressed/ Reinforced cement grade M-20 & above. Foundation

2/12.1

3/12.8

Amount (Rs.) 6

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I.Ordinary Soil B.Mechanical means (II) With dewatering (i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump

4/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

5/13.5

(i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Substructure Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications

3

Total Quantity 4

Rate in Rs. 5

Cum

23.87

9169.00

218,903.00

2.4

73343.00

175,070.00

32.76

10591.00

346,962.00

tonne

2.62

77554.00

203,254.00

metre

24.00

1640.00

39,360.00

metre

24.00

558.00

13,392.00

metre

24.00

317.00

7,608.00

metre

24.00

17.00

408.00

Item No.

Particulars/Descrption of items

Unit

1

2 (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Pump. Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

6/13.6

7/14.1

8/14.2

(i) TMT Corrosion Resistant Steel (CRS) Tonne reinforcement bar of Fe-500 N/mm2 Super Structure Furnished and placing reinforcement/Prestressed cement concrete in superstructure as per drawing and Technical Specifications. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B. RCC GRADE M 25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m Cum Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in superstructure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

(i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 9/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.

Amount (Rs.) 6

Item No.

Particulars/Descrption of items

1 2 10/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete 11/14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 12/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 13/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 14/14.9 Drainage Spouts complete as per drawing and Technical specification 15/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification 16/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bidirectional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud

3

Total Quantity 4

Rate in Rs. 5

metre metre

37.88 18.94

4170.00 2044.00

157,960.00 38,714.00

Cum

27.60

12025.00

331,890.00

Cum

27.60

5498.00

151,745.00

Each

2.00

10197.00

20,394.00

Each

30.00

204.00

6,120.00

Each Each

4.00

3500.00 3400.00

13,600.00

Unit

Amount (Rs.) 6

Item No.

Particulars/Descrption of items

1 2 17/8.51 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. 18/16.1 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.) 19/16.17 Replacement of Expansion Joints complete as per

3 Each

Total Quantity 4 10.00

Rate in Rs. 5 298.00

Sqm

82.05

78.00

6,400.00

metre

17.00

3628.00

61,676.00

Sqm

92.99

59.00

5,487.00

Sqm

32.60

614.00

20,017.00

Each Each Each Each

26.44 26.44 26.44 26.44

500.00 700.00 750.00 800.00

Unit

Amount (Rs.) 6 2,980.00

drawings.

20/16.2 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 21/16.28 (A)'Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating 22/16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers. a)12 mm dia re-bar fastners 25% of 106 b)16 mm dia re-bar fastners 25% of 106 C)20 mm dia re-bar fastners 25% of 106 d)25 mm dia re-bar fastners 25% of 106

13,221.00 18,510.00 19,832.00 21,154.00 Total- 3,002,973.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Repairing Quantity Calculation for Br.No-250/4 ,Ch-249990 Sl. Item Unit Qty for No. No. 2-Lane 1 2.4 Dismantling (M20):(ii) (A) Cement concrete grade M-15 & M-20. Wing Wall2 49.08 Cm 98.16 (B) Prestressed/ Reinforced cement grade M-20 & above. Post 2 0.275 0.25 0.9 Rail2 2 0.2 0.175 Kerb2 0.5 0.2 Slab1 10.4 0.9 Dirt wall2 0.25 0.9 0.7+1.5 2.896 Abut/Pier2 2 Raft10.94 3.95

2

12.1 Earth work in or foundation of structures as per drawings & technical specification including setting out.(Upto 3m)-

2

11.5 3.5

3.5 7.389

11 15.92 18.94 3.95 3.95 3.95

Cm Cm Cm Cm Cm Cm

1.36 2.23 3.79 36.97 1.78 25.17

1.5 Cm Total= Cm

64.82 136.11

m3 m3

84.53 206.89

Total= m3

291.42 6.15 6.15

2.1 4.0

3

12.8 PCC M15-

11.24

3.65

0.15 m3 Total=

4

12.8 RCC M35 (open foundation)-

10.94

3.5

1.5 Total=

5

12.40 Reinforcement in foundation-

6

13.5 Substructure(M35)-

7

13.6 Reinforcement in Substructure-

8

14.1 Superstructure RCC (M25)-

9

14.2 Reinforcement in Superstructure-

57.44

12

13

14

mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. 14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. 14.7 Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to

22.30

0.25

3.5 m3 Total= m3

1.575 23.87

23.87

100 Kg 2387.00 Total= Kg 2387.00 Total= Tonne 2.4

10.4

0.9 m3 Total= m3

32.76

80 Kg 2620.80 Total= Kg 2620.80 Total= Tonne 2.62

0.7+1.5 2

3.5

2

0.90

10 14.9 Drainage Spouts complete as per drawing and Technical joint Providing & fixing 20 11 14.18 Filler

100 kg 5744.00 Total= kg 5744.00 Total= Tonne 5.74 3 2.896 m

2

3.5

57.44 57.44

32.76 32.76

1 2 2 2 2

2 12 12 12 12

Nos. Nos. Nos. Nos. Nos.

2.00 24.00 24.00 24.00 24.00

2

11.5

4

0.3

m3

27.60

2

11.5

4

0.3

m3

27.60

1

18.94 m

18.94

15

16

8.22 Reinforced Cement Concrete

16.1

17 16.17 18

16.2

19

13.8

20

8.47

21

8.51

22 16.28

23

Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.) Replacement of Expansion Joints complete as per drawings. Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm) ,90mm height (from bottom of shank to the top of stud)with detachable battery. RPM: Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification. Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface.

16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers.

2

18.94 m

37.88

7.5

10.94

82.05

2

8.5

17.00

8.5

2

2

0.9

2

0.7+1.5 2

1.5 0.9

10.94 metre

92.99

15

Nos.

30.00

4

Nos.

4.00

10

Nos.

10.00

0.25 2.9

sqm sqm

0.45 6.38

10.94 sqm 10.4 sqm

16.41 9.36

Total- sqm 63.46 Each 0.6

32.60 106

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for existing br No-250/4, Ch-249990 Item No.

Particulars/Descrption of items

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

2

3

4

5

6

Cum

859.13

54.00

46,394.00

Cum

86.19

6514.00

561,467.00

Cum

245.78

9030.00

2,219,349.00

tonne

25.21

73279.00 1,847,449.00

Cum

195.77

8120.00

1,589,653.00

Cum

91.37

9169.00

837,728.00

1 Foundation 1/12.1

2/12.8

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I. Ordinary Soil B. Mechanical means (II) With dewatering (i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35

(II) Using Batching plant Transit mixer and concrete pump 3/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications. (A) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Substructure 4/13.5 Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 B. PCC Grade M20 a) Height up to 5.0 m H. RCC Grade M 35

5/13.6

a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Pump Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications

MT

Item No.

Particulars/Descrption of items

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

1

2 (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Super Structure

3

4

5

6

Tonne

20.99

73343.00 1,539,567.00

Cum

106.40

10591.00 1,126,883.00

MT

7.05

77554.00

546,524.00

metre

24.00

1640.00

39,360.00

metre

24.00

558.00

13,392.00

metre

24.00

317.00

7,608.00

metre

24.00

17.00

408.00

17.28

5200.00

89,856.00

6/14.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B.'RCC Grade M25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m 7/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 8/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. Retro reflectorised Traffic sign: 9/8.4 Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (V) 80cmm x 45 cm rectangular

Item No.

Particulars/Descrption of items

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

1 2 3 10/14.4 Providing and laying Cement concrete wearing coat m3 M-30 grade including reinforcement complete as per drawing and Technical Specifications. 11/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.

4 160.99

5 6 12993.00 2,091,744.00

B. M 40 grade concrete 12/Analy HAND RAIL sis Rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the Engineer- in-charge. Management shall be made for the length of the pipe only. (Rate from Annexure-I)

metre metre

37.88 37.88

4170.00 1475.00

157,960.00 55,873.00

13/14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 14/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar

metre

18.94

2044.00

38,714.00

Cum Cum,

28.80

12025.00

346,320.00

14.40

5498.00

79,172.00

Each

4.00

10197.00

40,788.00

RM

56.82

160.00

9,092.00

15/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 16/14.9 Drainage Spouts complete as per drawing and Technical specification. 17/14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.) (B) For RCC Railing 18/13.9 Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification.

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

2 (A) Granular material 19/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification 20/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician).

3 Cum Each

4 516.96 30.00

5 1524.00 204.00

6 787,848.00 6,120.00

a) Bi-directional Stud b) Uni-directional Stud Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Protection work Curtain wall complete as per drawing and Technical specification A. Stone masonry in cement mortar (1:3) B. Cement concrete Grade M15 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works

Each Each Each

4.00

3500.00 3400.00 298.00

13,600.00 0.00

Item No.

Particulars/Descrption of items

1

21/8.51

22/15.10

23/15.11

24/15.9

Cum Cum Cum

66.07 150.26

4333.00 7046.00 1485.00

0.00 465,530.00 223,137.00

Cum

158.41

1679.00

265,971.00

Total- 15,047,507.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Quantity Calculation fo Br. No.250/4, Ch-249990 Sl. Item no. No. 1

12.1

Unit

Earth work or foundation of structures as per drawings & technical specification including setting out.

2 2

10.94 10.94 11.5

12 0.25 0.25 9 2.8

3.16 1.5 1.5 0.75 0.45

15 22.26 22.26

10.94 1.85 1.5

0.4 2.5 2

12 10.94

10.94 15 5.66

0.15 0.15 0.15

1

13.7

22.26 2

2

12.8

22.26+10.94 2

22.26+10.94 2

c/wall

12.8

5

12.40

13.5

m3 m3 m3 m3 Total=

RCC M35(open foundation)

2 2 2

12 0.25 0.25 1.2

1.5 1.5 1.5 3

2 2

120 104

12.94 27.5 10 305 100

0.9 0.7

Abutment

2 2 2

12 12 12

M/wall

2

m/wall

4

m3 m3 3 m Total =

PCC M-15 =

2

3

m3 3 m m3 m3 m3

Reinforcement in foundation = 25 mm dia 16 mm dia 12 mm dia 12 mm dia m/wall

Substructure (M35) Dirt wall Abutment cap

0.7+1.5 2 0.2+0.45 2

10.94 12 9.94 4.5 Total=

13.5

Substructure (M20) PCC Wing wall-

0.00 19.69 24.62 28.19 13.70 86.19

m3 m3 m3 m3

196.92 9.00 7.46 32.40 245.78

11981.48 9039.01 408.44 542.22 3240.00 25211.16 25.21

0.25 m3 0.225 m3 2.671 m3

5.40 3.78 70.51

3

11.67

3

1

65.64 102.95 66.78 859.13

0.00

m

Total= 6

414.84 8.21 8.63 150.26 41.83

m3

kg kg 45.95 kg 2 kg 32.4 kg Total = kg Total = Tonne

5.985

Qty for 2Lane

195.77 m3

91.37

195.77

Sl. Item no. No.

7

13.6

8

14.1

9

14.2

10

14.18

12

8.22

13

14.7

14

14.16

15

14.4

16

14.9

Unit

Reinforcement in substuctureDirt wall 12 mm dia 12 mm dia

2 2

6 0.78

26.55 2

Abutment cap

12 12

mm dia mm dia

2 2

10 1.85

13.5 86

Abutment

32 12 12

mm dia mm dia mm dia

2 2 2

2 18 18 m/wall

100 27.3 100 100

86

kg kg

283.20 238.51

kg kg

240.00 282.84

5.5

Furnished and placing reinforcement/Prestressed cement concrete in Superstructure M25 as per drawing and Technical Specifications. Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specification.

1

kg kg 1.25 kg 11.67 kg Total = kg Total = Tonne 106.40 m3

1

7.047 MT

Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered For RCC Railing

2

Providing and laying Cement concrete Wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. Drainage Spouts complete as per drawing and Technical specification.

12

Qty for 2Lane

Nos.

13906.17 873.60 4000.00 1167.00 20991.32 20.99 106.40

7.047

24.00

2

18.94 m

37.88

1

18.94 m

18.94

3

18.94 m2

56.82

8.5

18.94 m3

160.99

2

2

Nos.

4

Sl. Item no. No. 17

18

19

20

21

22

23

24

25 26

13.9

Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification with Granular Material. 14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. 14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, 8.47 Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P. Solar India Ltd. Of siz(125mmx125mm),90mm height(frombottom of shank to the top of stud)with detachable battery. Sign board : Retro reflectorised 8.4 Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3 15.11 Stone apron Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 15.9 Flore apron :Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works. 15.10 Curtain wall complete as per drawing and Technical specification. Analysis HAND RAIL rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc.

Unit

Qty for 2Lane

5.385 m3

516.96

m

3

28.80

12

m

3

14.40

6

5

Nos.

30

2

2

Nos.

4.00

1

17.28

1

150.26 m3

150.26

1

158.41 m3

158.41

1

66.07 m3

66.07

2

18.94 m

37.88

2

12

4.00

2

0.3

4.00

12

2

0.15

4.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

17.28

Executive Engineer, PWD

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for Repairing of existing Br no 251/1 , Ch-250350 Item No. 1 1/2.4

3

Total Quantity 4

Rate in Rs. 5

Cm Cm

60.12 126.12

356.00 573.00

21,403.00 72,265.00

Cum

316.51

54.00

17,092.00

Cum

8.57

6514.00

55,851.00

Cum

80.64

9030.00

728,180.00

tonne

8.06

73279.00

590,922.00

Particulars/Descrption of items

Unit

2 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) II) By Mechanical Means (a) Cement concrete grade M-15 & M-20 Wing wall(b) Prestressed/ Reinforced cement grade M-20 & above. Foundation

Amount (Rs.) 6

2/12.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I.Ordinary Soil B.Mechanical means (II) With dewatering (i) upto 3m depth 3/12.8 Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump 4/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications

5/13.5

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Substructure Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications

Item No. 1

Particulars/Descrption of items

Total Quantity 4

Rate in Rs. 5

25.22

9169.00

231,207.00

2.5

73343.00

184,898.00

Cum

33.67

10591.00

356,599.00

tonne

2.69

77554.00

208,900.00

metre

36.00

1640.00

59,040.00

metre

36.00

558.00

20,088.00

metre

36.00

317.00

11,412.00

metre

36.00

17.00

612.00

Unit

2 3 (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and Cum concrete Pump. 6/13.6 Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) Tonne reinforcement bar of Fe-500 N/mm2

Amount (Rs.) 6

Super Structure 7/14.1 Furnished and placing reinforcement/Prestressed cement concrete in superstructure as per drawing and Technical Specifications. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B. RCC GRADE M 25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m 8/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in superstructure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 9/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.

Item Particulars/Descrption of items No. 1 2 10/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete 11/14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 12/14.1 Reinforced cement concrete approach slab 1 including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 13/14.1 PCC M15 grade levelling course below approach 0 slab complete as per drawing and technical specification 14/14.9 Drainage Spouts complete as per drawing and Technical specification 15/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification

3

Total Quantity 4

Rate in Rs. 5

metre metre

46.72 23.36

4170.00 2044.00

194,823.00 47,748.00

Cum Cum

27.60 27.60

12025.00 5498.00

331,890.00 151,745.00

Each

4.00

10197.00

40,788.00

Each

30.00

204.00

6,120.00

Each Each

4.00

3500.00 3400.00

13,600.00

Unit

Amount (Rs.) 6

16/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bidirectional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud

Item Particulars/Descrption of items No. 1 2 17/8.51 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. 18/16.1 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.) 19/16.1 Replacement of Expansion Joints complete as per drawings. 7 20/16.2 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 21/16.2 (A)'Supplying and applying Epoxy based bonding 8 agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating 22/16.5 Providing, placing and fixing in position Chemical 3 rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers. a)12 mm dia re-bar fastners 25% of 139 b)16 mm dia re-bar fastners 25% of 139 C)20 mm dia re-bar fastners 25% of 139 d)25 mm dia re-bar fastners 25% of 139

3 Each

Total Quantity 4 15.00

Rate in Rs. 5 298.00

Sqm

115.20

78.00

8,986.00

metre

25.50

3628.00

92,514.00

Sqm

130.56

59.00

7,704.00

Sqm

29.64

614.00

18,199.00

Each Each Each Each

34.82 34.82 34.82 34.82

500.00 700.00 750.00 800.00

17,408.00 24,372.00 26,112.00 27,853.00 3,572,801.00

Unit

Total-

Amount (Rs.) 6 4,470.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Repairing Quantity Calculation for Br.no-251/1 ,Ch-250350 Sl.N Item o. No. 1 2.4 Dismantling (M20):(ii) (A) Cement concrete grade M-15 & M-20 Wing Wall(B) Prestressed/ Reinforced cement grade M-20 & above Post 2 0.275 0.25 Rail2 2 0.2 Kerb2 0.5 Slab2 0.65 Dirt wall2 0.25 Abut/Pier2 0.7+1.0 2

1 Raft-

2

12.1 Earth work in or foundation of structures as per drawings & technical specification including setting out.(Upto 3m)-

2

Unit Qty for 2Lane 2

30.06

Cm

60.12

0.9 0.175 0.2 7.4 0.65 2.548

13 19.785 23.36 3.95 3.95 3.95

Cm Cm Cm Cm Cm Cm

1.61 2.77 4.67 38.00 1.28 17.11

Cm Cm Cm 3 m 3 m

60.67 126.12 144.31 172.20

1 15.36

2.548 3.95

15.5 3.5

3.5 6.15

3

12.8 PCC M15-

15.66

3.65

4

12.8 RCC M35 (open foundation)-

15.36

3.5

5

12.40 Reinforcement in foundation-

6

13.5 Substructure(M35)-

80.64

2

0.7+1.0 2

3.5

2

1.00 0.65

3.5 3.5

7

13.6 Reinforcement in Substructure-

25.21

8

14.1 Superstructure RCC (M25)-

9

14.2 Reinforcement in Superstructure-

33.67

10

14.9 Drainage Spouts complete as per

2

3.5

7.4

2

3.95 1 Total= 2.66 4.0

Total= m3 0.15 m3 Total= 1.5 Total=

316.51 8.57 8.57 80.64 80.64

100 kg 8064.00 Total= kg 8064.00 Total= Tonne 8.06 0.00 3 15.16 m 2.548 2.548 0.25 Total= 100 Total= Total= 0.65 Total= 80 Total= Total= 2

m3 m3 m3 Kg Kg

8.918 1.138 25.22 2521.00 2521.00 Tonne 2.5 33.67 m3 33.67 m3 Kg 2693.60 Kg 2693.60 Tonne 2.69 Nos. 4.00

drawing and Technical specification.

11

14.18 Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

3 3 3 3

12 12 12 12

Nos. Nos. Nos. Nos.

36.00 36.00 36.00 36.00

Sl.N Item o. No. 12 14.10 PCC M15 grade levelling course

13

14

15

16

17

below approach slab complete as per drawing and technical specification 14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. 14.7 Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to spacing between vertical post Reinforced Cement Concrete Crash 8.22 centre Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed M-20cement grade of with existing 16.1 Removal concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.)

2

11.5

4

0.3

Unit Qty for 2Lane 3 27.60 m

2

11.5

4

0.3

m

1

23.36

m

23.36

2

23.36

m

46.72

7.5

15.36

115.20

3

8.5

25.50

8.5

15.36

metre

130.56

2

15

Nos.

30.00

4

Nos.

4.00

15

Nos.

15.00

0.25 2.55

sqm sqm

0.33 4.34

15.36 7.4

sqm sqm

15.36 9.62

16.17 Replacement of Expansion Joints

3

27.60

complete as per drawings.

18

16.2 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m.

19

13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe,

20

21

22

8.47 Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm) ,90mm height (from bottom of shank to the top of stud)with detachable battery. 8.51 RPM: Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification. 16.28 Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface.

2

0.65

2

0.7+1.0 2

2

1 0.65

Sl.N Item o. No. 23

16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers.

Unit Qty for 2Lane Total- sqm 29.64 83.558 Each 139 0.6

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for existing br No : 251/1, Ch-250350 Item No.

Particulars/Descrption of items

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

2

3

4

5

6

Cum

1007.22

54.00

54,391.00

Cum

118.91

6514.00

774,551.00

(II) Using Batching plant Transit mixer and concrete Cum pump 3/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications. (A) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement tonne bar of Fe-500 N/mm2 Substructure 4/13.5 Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 B. PCC Grade M20 a) Height up to 5.0 m Cum H. RCC Grade M 35

236.87

9030.00

2,138,891.00

33.33

73279.00

2,442,574.00

74.80

8120.00

607,376.00

93.64

9169.00

858,552.00

1 Foundation

1/12.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I. Ordinary Soil B. Mechanical means (II) With dewatering (i) upto 3m depth 2/12.8 Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35

a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Pump 5/13.6 Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications

Cum MT

Item No. 1

Particulars/Descrption of items

Total Quantity

Rate in Rs.

Amount (Rs.)

4

5

6

21.50

73343.00

1,577,210.00

Cum

107.02

10591.00

1,133,449.00

MT

7.31

77554.00

567,230.00

metre

36.00

1640.00

59,040.00

metre

36.00

558.00

20,088.00

metre

36.00

317.00

11,412.00

metre

36.00

17.00

612.00

m3

17.28 198.56

5200.00 12993.00

89,856.00 2,579,891.00

Unit

2 3 (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement Tonne bar of Fe-500 N/mm2 Super Structure

6/14.1 Furnishing

and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B.'RCC Grade M25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m 7/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 8/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. 9/8.4 Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (V) 80cmm x 45 cm rectangular

10/14.4 Providing and laying Cement concrete wearing coat M30 grade including reinforcement complete as per drawing and Technical Specifications.

Item No.

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

3

4

5

6

metre metre

46.72 46.72

4170.00 1475.00

194,823.00 68,912.00

metre

23.36

2044.00

47,748.00

Cum Cum,

28.80 14.40

12025.00 5498.00

346,320.00 79,172.00

Spouts complete as per drawing and Each Technical specification. 17/14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.)

4.00

10197.00

40,788.00

RM

70.08

160.00

11,213.00

Cum

393.41

1524.00

599,554.00

Particulars/Descrption of items

1 2 11/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete 12/Analys HAND RAIL is Rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the Engineer- in-charge. Management shall be made for the length of the pipe only. (Rate from Annexure-I) 13/14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 14/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 15/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 16/14.9 Drainage

(B) For RCC Railing 18/13.9 Back filling behind Abutment ,Wing wall and Return

Wall complete as specification. (A) Granular material

per

drawing

and

technical

Item No.

Particulars/Descrption of items

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

1

2

3 Each

4 40.00

5 204.00

6 8,160.00

19/13.8 Providing weep holes in brick mansonry/plain/reinforced

concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification 20/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud Each b) Uni-directional Stud Each 21/8.51 Providing relfective pavement marker with Micro Each prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Protection work 22/15.10 Curtain wall complete as per drawing and Technical specification A. Stone masonry in cement mortar (1:3) Cum Cum B. Cement concrete Grade M15 23/15.11 Flexible Apron :Construction of flexible apron 1 m thick Cum comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 24/15.9 Dry rubble Flooring, Construcytion of dry rubbl flooring Cum at cross drainage works for relatively less important works

3500.00 4.00

3400.00 298.00

13,600.00 0.00

67.85 154.31

4333.00 7046.00 1485.00

0.00 478,072.00 229,151.00

168.17

1679.00

282,358.00

Total- 15,314,994.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Quantity Calculation fo Br No.251/1 Ch-250350 m Sl. No. 1

Unit 12.1 Earth work or foundation of structures as per drawings & technical specification including setting out.

2 2

15.36 15.36 11.5

12 0.25 0.25 9 3.75

2.66 1.5 1.5 0.75 0.45

15 22.86 22.86

15.36 1.85 1.5

0.45 2.5 2

12 15.36

15.36 15 3.75

0.15 0.15 0.15

1

13.7

22.86

2 22.86+15.362

2

3

m m3 m3 m3 m3 m3 3 m 3 m Total =

c/wall

3

m 3 m m3

12.8

RCC M35(open foundation)

12.40 Reinforcement in foundation = 25 mm dia 16 mm dia 12 mm dia 12

2 2 2

12 0.25 0.25 1.2

1 1.5 1.5 3

2 2

80 104

32.8 26.5 10

mm dia

13.5 Substructure RCC-(M35) Dirt wall Abutment cap

Abutment Pier Cap Pier M/wall

100

2 2 2 1 1 2

0.65 0.7 0.7+1.0 2 0.225 1 0.2+0.45 2

184.32 9.00 11.15 32.40 236.87

54.72

kg kg kg

20246.91 8710.32 486.40

2

kg

648.89

32.4 kg 3240.00 Total = kg 33332.52 Total = Tonne 33.33

12 12 2.323

0.25 0.225 12

m 3 m m3

3

3.90 3.78 47.39

1 2.323 4.098

12 12 3

m3 3 m 3 m

2.70 27.88 7.99

Total=

7

13.5

118.91

m3 m3 m3 m3

15.36 12 14.86 4.5 Total=

365

m/wall

6

27.65 34.56 43.00

0.00

m/wall

5

103.68 105.73 68.58 1007.22

13.70 Total=

4

0.00 490.29 11.52 8.63 154.31 64.50

12.8 PCC M-15 =

2 22.86+15.362

3

Qty for 2Lane

Substructure (M20) PCC Wing wall-

13.6 Reinforcement in substuctureDirt wall = 12 mm dia

1

2

6

26.55

93.64

74.8 m3

74.80

kg

283.20

Sl. No.

Unit

13.6 86.00

kg kg

241.78 282.84

10 1.85

13.60 86.00

kg kg

241.78 282.84

2 2 2

100 27.3 16

4.65 16 100

kg kg kg

7175.93 776.53 3413.33

2 2 2

100 27.3 16

4.65 16 100 100

12

mm dia

2

0.78

2

Abutment cap = 12 12

mm dia mm dia

2 2

10 1.85

Pier cap=

12 12

mm dia mm dia

2 2

Abutment =

25 12 12

mm dia mm dia mm dia

25 12 12

mm dia mm dia mm dia

Pier=

m/wall

8

kg

Qty for 2Lane 238.51

14.1 Furnished and placing

10

11

12

13

14

14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specification. 14.18 Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

8.22 Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. 14.7 Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. 14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered For RCC Railing

14.4 Providing and laying Cement concrete Wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.

2 1.2

2

kg 3587.96 kg 776.53 1.2 kg 3413.33 7.9 kg 790.00 Total = kg 21504.57 Total = Tonne 21.50 53.51 107.02 m3

2

3.657

3

12

2

reinforcement/Prestressed cement concrete in Superstructure M25 as per drawing and Technical Specifications.

9

86.00

MT

7.31

Nos.

36.00

23.36

m

46.72

1

23.36

m

23.36

3

23.36

m

2

70.08

8.50

23.36

m3

198.56

Sl. No. 15

16

17

18

19

20

21

22

23

24

14.9 Drainage Spouts complete as per drawing and Technical specification. 13.9 Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification with Granular Material. 14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. 14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, 8.47 Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P. Solar India Ltd. Of siz(125mmx125mm),90mm height(frombottom of shank to the top of stud)with detachable battery. 8.4 Sign board : Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3 15.11 Stone apron Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 15.9 Flore apron :Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works.

15.10 Curtain wall complete as per

drawing and Technical specification. 25 Analysi HAND RAIL s rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc.

2

2

Unit

Qty for 2Lane

Nos.

4.00

2

12

4.00

4.098

m3

393.41

2

0.3

4.00

12

m

3

28.80

2

0.15

4.00

12

m3

14.40

1

40

Nos.

40.00

2

2

Nos.

4.00

1

17.28

1

154.31 m3

154.31

1

168.17 m3

168.17

1

67.85

m

3

67.85

2

23.36

m

17.28

Executive Engineer, PWD Nagaon NH Division, Nagaon

46.72

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for Repairing of existing Br no- 252/1,Ch-251630

3

Total Quantity 4

Rate in Rs. 5

Cm Cm

60.24 96.27

356.00 573.00

21,446.00 55,165.00

172.60

54.00

9,321.00

5.61

6514.00

36,521.00

52.19

9030.00

471,231.00

5.22

73279.00

382,407.00

Item No.

Particulars/Descrption of items

Unit

1 1/2.4

2 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) II) By Mechanical Means (a) Cement concrete grade M-15 & M-20 Wing wall(b) Prestressed/ Reinforced cement grade M-20 & above. Foundation

Amount (Rs.) 6

2/12.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

3/12.8

I.Ordinary Soil B.Mechanical means (II) With dewatering (i) upto 3m depth Cum Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 Cum H.RCC Grade M35 (II) Using Batching plant Transit mixer and Cum concrete pump

4/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications

5/13.5

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) tonne reinforcement bar of Fe-500 N/mm2 Substructure Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications

Total Quantity 4

Rate in Rs. 5

17.41

9169.00

159,640.00

1.7

73343.00

126,591.00

Cum

26.98

10591.00

285,724.00

tonne

2.16

77554.00

167,381.00

metre

24.00

1640.00

39,360.00

metre

24.00

558.00

13,392.00

metre

24.00

317.00

7,608.00

metre

24.00

17.00

408.00

Item No.

Particulars/Descrption of items

Unit

1

2 (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 H. RCC Grade M 35

3

6/13.6

7/14.1

a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer Cum and concrete Pump. Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) Tonne reinforcement bar of Fe-500 N/mm2 Super Structure Furnished and placing reinforcement/Prestressed cement concrete in superstructure as per drawing and Technical Specifications. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999.

B. RCC GRADE M 25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m 8/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 9/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.

Amount (Rs.) 6

Item No.

Particulars/Descrption of items

1 2 10/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.

Total Quantity 4

Rate in Rs. 5

35.88 17.94

4170.00 2044.00

149,620.00 36,670.00

Cum

27.60

12025.00

331,890.00

Cum

27.60

5498.00

151,745.00

Each

2.00

10197.00

20,394.00

Each

30.00

204.00

6,120.00

Unit 3

B. M 40 grade concrete metre 11/14.7 Construction of RCC railing of M30 Grade in- metre situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.

Amount (Rs.) 6

12/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 13/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 14/14.9 Drainage Spouts complete as per drawing and Technical specification 15/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification 16/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician).

Item No.

Particulars/Descrption of items

1

2 a) Bi-directional Stud b) Uni-directional Stud 17/8.51 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. 18/16.1 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.) 19/16.17 Replacement of Expansion Joints complete as per

4.00 10.00

Rate in Rs. 5 3500.00 3400.00 298.00

Sqm

74.55

78.00

5,815.00

metre

17.00

3628.00

61,676.00

Sqm

84.49

59.00

4,985.00

Sqm

22.62

614.00

13,891.00

Each Each Each Each

23.53 23.53 23.53 23.53

500.00 700.00 750.00 800.00

11,763.00 16,468.00 17,644.00 18,820.00 2,640,276.00

Unit 3 Each Each Each

Total Quantity 4

Amount (Rs.) 6 13,600.00 2,980.00

drawings.

20/16.2 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 21/16.28 (A)'Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface. 22/16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers. a)12 mm dia re-bar fastners 25% of 94 b)16 mm dia re-bar fastners 25% of 94 C)20 mm dia re-bar fastners 25% of 94 d)25 mm dia re-bar fastners 25% of 94

Total-

Executive Engineer, PWD Nagaon NH Division, Nagaon

Repairing Quantity Calculation for Br no.252/1,Ch-251630 m Sl. Item No. No. 1 2.4 Dismantling (M20):(ii) (A) Cement concrete grade M-15 & M-20 . Wing Wall2

30.12

Cm

60.24

0.9 0.175 0.2 9.4 0.82 2.685

10 14.915 17.94 3.95 3.95 3.95

Cm Cm Cm Cm Cm Cm

1.24 2.09 3.59 30.45 1.62 18.03

9.94

3.95

1 Total=

Cm Cm

39.26 96.27

11.5 3.5

3.5 3.505

1.85 4.0

m m3

3

74.46 98.14

Total=

m3

172.60

m3

5.61 5.61

(B) Prestressed/ Reinforced cement grade M-20 & above. Post 2 0.3 0.25 Rail2 2 0.2 Kerb2 0.5 Slab1 0.82 Dirt wall2 0.25 Abut/Pier2 0.7+1.0 2 Raft-

2

12.1 Earth work in or foundation of structures as per drawings & technical specification including setting out.(Upto 3m)-

2

Unit Qty for 2Lane

3

12.8 PCC M15-

10.24

3.65

0.15 Total=

4

12.8 RCC M35 (open foundation)-

9.94

3.5

1.5 Total=

5

12.40 Reinforcement in foundation-

6

13.5 Substructure(M35)-

52.185

100 kg 5218.50 Total= kg 5218.50 Total= Tonne 5.2

3

2

0.7+1.0 2

3.5

2.685

m

2

0.25

3.5

0.820 Total=

m3 m3

7

13.6 Reinforcement in Substructure-

8

14.1 Superstructure RCC (M25)-

9

14.2 Reinforcement in Superstructure-

26.978

10

14.9 Drainage Spouts complete as per

1

drawing and Technical specification.

52.19 52.19

17.26

1

3.5

9.4

0.00 15.98 1.4 17.41

100 Kg 1726.00 Kg 1726.00 Total= Total= Tonne 1.7 0.82 Total=

3

m 3 m

26.978 26.978

80 Kg 2158.24 Kg 2158.24 Total= Total= Tonne 2.16 2

Nos.

2.00

Sl. Item No. No. 11 14.18 Filler joint Providing & fixing 20 mm thick

2

11.5

2 2 2 2 4

2

11.5

4

0.3

m3

27.60

1

17.94

m

17.94

2

17.94

m

35.88

7.5

9.94

74.55

2

8.5

17.00

8.5

9.94

metre

84.49

2

15

Nos.

30.00

4

Nos.

4.00

10

Nos.

10.00

0.25 2.685

sqm sqm

0.41 4.56

9.94 9.4

sqm sqm sqm

9.94 7.71 22.62

compressible fibre board in expansion joint complete as per drawing & Technical Specification.

12 14.10 PCC M15 grade levelling course below

13 14.11

14

14.7

15

8.22

16

16.1

approach slab complete as per drawing and technical specification Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.)

17 16.17 Replacement of Expansion Joints

12 12 12 12 0.3

Unit Qty for 2Lane Nos. 24.00 Nos. 24.00 Nos. 24.00 Nos. 24.00 27.60 m3

complete as per drawings.

18

16.2 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m.

19

13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe.

20

8.47 Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm) ,90mm height (from bottom of shank to the top of stud)with detachable battery.

21

8.51 RPM: Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification.

22 16.28 Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface.

0.82

2

2

0.7+1.0 2

1 0.82

Total-

Sl. Item No. No. 23 16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers.

56.46 0.6

Unit Qty for 2Lane Each 94

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for existing br no : 252/1 ,Ch-251630 Item No.

Particulars/Descrption of items

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

2

3

4

5

6

Cum

627.34

54.00

33,877.00

Cum

53.77

6514.00

350,252.00

Cum

167.76

9030.00

1,514,873.00

tonne

17.02

73279.00

1,247,001.00

Cum

74.95

8120.00

608,594.00

Cum

66.89

9169.00

613,303.00

1 Foundation 1/12.1

2/12.8

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I. Ordinary Soil B. Mechanical means (II) With dewatering (i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35

(II) Using Batching plant Transit mixer and concrete pump 3/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications. (A) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Substructure 4/13.5 Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 B. PCC Grade M20

5/13.6

a) Height up to 5.0 m H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Pump Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

MT

Item No. 1

6/14.1

Particulars/Descrption of items 2 (i) TMT Corrosion Resistant reinforcement bar of Fe-500 N/mm2 Super Structure

Steel

(CRS)

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

3 Tonne

4 13.15

5 73343.00

6 964,551.00

87.14

10591.00

922,900.00

6.08

77554.00

471,219.00

24.00

1640.00

39,360.00

24.00

558.00

13,392.00

24.00

317.00

7,608.00

24.00

17.00

408.00

152.49

12993.00

1,981,303.00

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B.'RCC Grade M25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m Cum 7/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) MT reinforcement bar of Fe-500 N/mm2 8/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper metre plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre metre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick metre premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per metre drawings and technical specifications with coarse sand and 6% bitumen by weight. 9/14.4 Providing and laying Cement concrete wearing coat m3 M-30 grade including reinforcement complete as per drawing and Technical Specifications. 10/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.

Item No.

Particulars/Descrption of items

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

1

2 B. M 40 grade concrete HAND RAIL Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the Engineer- in-charge. Management shall be made for the length of the pipe only. (Rate from Annexure-I) Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar PCC M15 grade levelling course below approach slab complete as per drawing and technical specification Drainage Spouts complete as per drawing and Technical specification. Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.) (B) For RCC Railing Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification. (A) Granular material Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification

3 metre metre

4 35.88 35.88

5 4170.00 1475.00

6 149,620.00 52,923.00

metre

17.94

2044.00

36,670.00

Cum Cum,

28.80 14.40

12025.00 5498.00

346,320.00 79,172.00

Each

2.00

10197.00

20,394.00

RM

53.82

160.00

8,612.00

Cum Each

336.48 20.00

1524.00 204.00

512,796.00 4,080.00

11/Analy sis Rate

12/14.7

13/14.11

14/14.10 15/14.9 16/14.16

17/13.9

18/13.8

Item No.

Particulars/Descrption of items

1 2 19/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician).

20/8.51

21/15.10

22/15.11

23/15.9

a) Bi-directional Stud b) Uni-directional Stud Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Protection work Curtain wall complete as per drawing and Technical specification A. Stone masonry in cement mortar (1:3) B. Cement concrete Grade M15 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

3

4

5

6

Each Each Each

4.00

3500.00 3400.00 298.00

13,600.00 0.00

Cum Cum Cum

51.76 117.72

4333.00 7046.00 1485.00

0.00 364,701.00 174,815.00

Cum

113.29

1679.00

190,214.00

Total- 10,722,558.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Quantity Calculation fo Br No.252/1,Ch-251630 Sl. Item No. no. 1

Unit

12.1 Earth work or foundation of structures as per drawings & technical specification including setting out.

2 2

9.94 0.25 0.25 17.44

15 2

17.44+9.94 2

17.44 17.44

2

1.45 1.5 1.5 0.75 9.94 0.45

m m3 3 m m3 m3 3 m

1.85 1.5

2.5 2

m m3 Total =

11.5 2

15

80.66 52.32 627.34 0.00 16.28 15.12 22.37 0.00 53.77

9.44 3.75

0.15 0.15

0.15

9.94

m3

Total= 3

0.00 172.96 7.46 9.00 117.72 67.10 120.13

3

m3 m3 m3

12.8 PCC M-15 = 17.44+9.44 2

3

12 9.94 12 9 0.45 9.75

Qty for 2Lane

12.8 RCC M35(open

0.00

foundation)

2 2 2

1 1.5 1.5 1.2

2 2

100 80

12.94 15 100

0.82 0.7

Abutment =

2 2 2

0.25 12 2.46

12 m3 0.225 m3 12 m3

4.92 3.78 50.18

M/wall

2

3

4.105 m3

8.00

m/wall

4

5

12.40 Reinforcement in foundation = 25 mm dia 16 mm dia m/wall

13.5 Substructure (M35) RCC Dirt wall = Abutment cap =

0.7+1.0 2 0.2+0.45 2

9.94 12 9.44 4.5 Total=

m3 m3 3 m m3

12 0.25 0.25 3

kg kg 32.4 kg Total = Kg Total = Tonne

Total= 6

7

13.5

Substructure (M20) PCC Wing wall-

13.6 Reinforcement in substuctureDirt wall = 12 mm dia 12 mm dia

1

2 2

6 0.95

26.55 2

119.28 9.00 7.08 32.40 167.76

9984.57 3792.59 3240.00 17017.16 17.02

66.89

74.95 m3

74.95

kg kg

283.20 290.49

86

Sl. Item No. no.

Unit

Abutment cap =

12 12

mm dia mm dia

2 2

10 1.85

13.5 86

Abutment =

25 12 12

mm dia mm dia mm dia

2 2 2

2 17 17

100 27.3 100 100

m/wall

kg kg kg 4.8 kg kg 1 kg 8 kg Total = kg Total = Tonne

Qty for 2Lane

240.00 282.84 7407.41 825.07 3022.22 800.00 13151.23 13.15

8

14.1 Furnished and placing

1

87.14 m3

87.14

9

reinforcement/Prestressed cement concrete in Superstructure M25 as per drawing and Technical Specifications. 14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specification.

1

6.076 MT

6.08

10 14.18 Filler joint Providing & fixing 20 mm

12

8.22

13

14.7

14 14.16

15

14.4

16

14.9

17

13.9 Back filling behind Abutment ,Wing wall

18

2

thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered For RCC Railing Providing and laying Cement concrete Wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. Drainage Spouts complete as per drawing and Technical specification.

and Return Wall complete as per drawing and technical specification with Granular Material. 14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.

12

Nos.

24.00

2

17.94 m

35.88

1

17.94 m

17.94

3

17.94 m2

53.82

8.50

17.94 m3

152.49

1 2

12

4.00

2

0.3

4.00

2

Nos.

2.00

3.505 m3

336.48

3

28.80

12

m

Sl. Item No. no.

Unit

19 14.10 PCC M15 grade levelling course below

2

0.15

Qty for 2Lane

4.00

12

m

3

14.40

1

20

Nos.

20.00

2

2

Nos.

4.00

approach slab complete as per drawing and technical specification

20

22

13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 dia AC pipe, Solar Road Providing 'Sparkle 8.47 mm Studs,manufactured by Tata B.P. Solar India Ltd. Of siz(125mmx125mm),90mm height(frombottom of shank to the top of stud)with detachable battery.

23 15.11 Stone apron Flexible Apron

24

15.9

25 15.10 26 Analys is rate

:Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Flore apron :Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works. Curtain wall complete as per drawing and Technical specification. HAND RAIL Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc.

1

117.72 m3

117.72

1

113.29 m3

113.29

1

51.76 m3

51.76

2

17.94 m

35.88

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for Repairing of existing Br no- 255/1,Ch-254000 m

3

Total Quantity 4

Rate in Rs. 5

Cm Cm

68.22 99.39

356.00 573.00

24,287.00 56,954.00

Cum

184.42

54.00

9,959.00

Cum

5.61

6514.00

36,521.00

Cum

52.185

9030.00

471,231.00

5.22

73279.00

382,407.00

Item No.

Particulars/Descrption of items

Unit

1 1/2.4

2 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) II) By Mechanical Means (a) Cement concrete grade M-15 & M-20 Wing wall(b) Prestressed/ Reinforced cement grade M-20 & above. Foundation

2/12.1

3/12.8

Amount (Rs.) 6

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I.Ordinary Soil B.Mechanical means (II) With dewatering (i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump

4/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

5/13.5

(i) TMT Corrosion Resistant Steel (CRS) tonne reinforcement bar of Fe-500 N/mm2 Substructure Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999

Item No.

3

Total Quantity 4

Rate in Rs. 5

Cum

20.18

9169.00

185,008.00

2.00

73343.00

146,907.00

Cum

26.98

10591.00

285,724.00

tonne

2.16

77554.00

167,381.00

metre

24.00

1640.00

39,360.00

metre

24.00

558.00

13,392.00

metre

24.00

317.00

7,608.00

metre

24.00

17.00

408.00

Particulars/Descrption of items

Unit

2

Case – II : With Batching plant, Transit Mixer and concrete Pump. Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications

1

Amount (Rs.) 6

H. RCC Grade M 35 a) Height up to 5.0 m

6/13.6

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

7/14.1

(i) TMT Corrosion Resistant Steel (CRS) Tonne reinforcement bar of Fe-500 N/mm2 Super Structure Furnished and placing reinforcement/Prestressed cement concrete in superstructure as per drawing and Technical Specifications. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B. RCC GRADE M 25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump

ii) For T-Beam and Slab a) Height up to 5.0 m 8/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in superstructure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 9/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.

Item No.

Particulars/Descrption of items

Total Quantity 4

Rate in Rs. 5

35.88 17.94

4170.00 2044.00

149,620.00 36,670.00

Cum Cum

27.60 27.60

12025.00 5498.00

331,890.00 151,745.00

Each

2.00

10197.00

20,394.00

Each

30.00

204.00

6,120.00

Each Each

4.00

3500.00 3400.00

13,600.00

Unit

1 2 3 10/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete metre 11/14.7 Construction of RCC railing of M30 Grade in-situ metre with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 12/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 13/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 14/14.9 Drainage Spouts complete as per drawing and Technical specification 15/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification

Amount (Rs.) 6

16/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bidirectional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud

Item No.

Particulars/Descrption of items

Total Quantity 4 10.00

Rate in Rs. 5 298.00

74.55

78.00

5,815.00

17.00

3628.00

61,676.00

Sqm

84.49

59.00

4,985.00

Sqm

23.41

614.00

14,376.00

Each Each Each Each

24.84 24.84 24.84 24.84

500.00 700.00 750.00 800.00

12,420.00 17,388.00 18,630.00 19,872.00 2,695,328.00

Unit

1 2 3 17/8.51 Providing relfective pavement marker with Micro Each prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. 18/16.1 Removal of existing cement concrete wearing Sqm coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.) 19/16.17 Replacement of Expansion Joints complete as per metre

Amount (Rs.) 6 2,980.00

drawings.

20/16.2 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 21/16.28 (A)'Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating 22/16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers. a)12 mm dia re-bar fastners 25% of 99 b)16 mm dia re-bar fastners 25% of 99 C)20 mm dia re-bar fastners 25% of 99 d)25 mm dia re-bar fastners 25% of 99

Total-

Executive Engineer, PWD Nagaon NH Division, Nagaon

Repairing Quantity Calculation for Br.no: 255/1,Ch-254000 m Sl. No. 1

Item No. 2.4 Dismantling (M20):(ii) (A) Cement concrete grade M-15 & M-20 Wing Wall(B) Prestressed/ Reinforced cement grade M-20 & above Post 2 0.275 0.25 Rail2 2 0.2 Kerb2 0.5 Slab1 0.82 Dirt wall2 0.25 Abut/Pier2 0.7+1.0 2 Raft-

2

12.1 Earth work in or foundation of structures as per drawings & technical specification including setting out.(Upto 3m)-

2

Unit Qty for 2Lane 2

34.11

Cm

68.22

0.9 0.175 0.2 9.4 0.82 3.15

10 14.915 17.94 3.95 3.95 3.95

Cm Cm Cm Cm Cm Cm

1.24 2.09 3.59 30.45 1.62 21.15

1 Total= 2.16 4.0

Cm Cm 3 m m3

39.26 99.39 75.22 109.20

Total= 0.15 Total= 1.5 Total=

m3 m3

184.42 5.61 5.61 52.185 52.185

100 kg Total= kg Total= Tonne

5218.50 5218.50 5.22 18.74

9.94

3.95

9.95 3.5

3.5 3.9

3

12.8 PCC M15-

10.24

3.65

4

12.8 RCC M35 (open foundation)-

9.94

3.5

5

12.40 Reinforcement in foundation-

6

13.5 Substructure(M35)-

52.185

2

0.7+1.0 2

3.15

3.5

2

0.25

3.5

7

13.6 Reinforcement in Substructure-

8

14.1 Superstructure RCC (M25)-

9

14.2 Reinforcement in Superstructure-

26.978

10

14.9 Drainage Spouts complete as per

1

0.82 m3 Total= m3 100 Kg Kg Total= Total= Tonne 0.82 m3 Total= m3 80 Kg Kg Total= Total= Tonne 2 Nos.

2 2 2 2 4

12 12 12 12 0.3

11

12

20.03

1

3.5

drawing and Technical specification. 14.18 Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification

2

11.5

9.4

Nos. Nos. Nos. Nos. m3

1.4 20.18 2003.00 2003.00 2.0 26.978 26.978 2158.24 2158.24 2.16 2.00 24.00 24.00 24.00 24.00 27.60

Sl. Item No. No. 13 14.11 Reinforced cement concrete

14

15

16

17 18

19

20

21

22

approach slab including reinforcement and formwork complete as per drawing and Technical specification. 14.7 Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. 8.22 Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, 16.1 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.) 16.17 Replacement of Expansion Joints complete as per drawings. 16.2 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, 8.47 Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm) ,90mm height (from bottom of shank to the top of stud)with detachable battery. 8.51 RPM: Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification. 16.28 Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface.

2

11.5

Unit Qty for 2Lane 3 27.60 m

4

0.3

1

17.94

m

17.94

2

17.94

m

35.88

7.5

9.94

2

8.5

metre

17.00

8.5

9.94

metre

84.49

2

15

Nos.

30.00

4

Nos.

4.00

10

Nos.

10.00

0.25 3.15

sqm sqm

0.41 5.36

9.94 9.4

sqm sqm

9.94 7.71

sqm

23.41

0.82

2

2

0.7+1.0 2

1 0.82

Total-

74.55

Sl. Item No. No. 23 16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers.

59.616 0.6

Unit Qty for 2Lane Each 99

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for existing br No : 255/1, Ch-254000 m Item No.

Particulars/Descrption of items

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

2

3

4

5

6

Cum

728.38

54.00

39,333.00

Cum

56.37

6514.00

367,181.00

(II) Using Batching plant Transit mixer and concrete Cum pump Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications. (A) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) tonne reinforcement bar of Fe-500 N/mm2 Substructure Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 B. PCC Grade M20

167.76

9030.00

1,514,873.00

19.01

73279.00

1,393,333.00

a) Height up to 5.0 m H. RCC Grade M 35

Cum

412.69

8120.00

3,351,043.00

Cum

81.24

9169.00

744,890.00

1 Foundation 1/12.1

2/12.8

3/12.40

4/13.5

5/13.6

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I. Ordinary Soil B. Mechanical means (II) With dewatering (i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35

a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Pump Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications

MT

Item No. 1

6/14.1

Particulars/Descrption of items

Total Quantity

Rate in Rs.

Amount (Rs.)

4

5

6

14.52

73343.00

1,065,279.00

Cum

87.14

10591.00

922,900.00

MT

6.08

77554.00

471,219.00

metre

24.00

1640.00

39,360.00

metre

24.00

558.00

13,392.00

metre

24.00

317.00

7,608.00

metre

24.00

17.00

408.00

17.28

5200.00

89,856.00

Unit

2 3 (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) Tonne reinforcement bar of Fe-500 N/mm2 Super Structure Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B.'RCC Grade M25

7/14.2

8/14.18

9/8.4

Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)

(V) 80cmm x 45 cm rectangular

Item No. 1 10/14.4

11/8.22

Particulars/Descrption of items

Unit

2 3 Providing and laying Cement concrete wearing coat m3 M-30 grade including reinforcement complete as per drawing and Technical Specifications. Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.

B. M 40 grade concrete metre 12/Analysi HAND RAIL metre s Rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the Engineer- incharge. Management shall be made for the length of the pipe only. (Rate from Annexure-I) 13/14.7

Construction of RCC railing of M30 Grade in-situ metre with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.

14/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar Cum 15/14.10 PCC M15 grade levelling course below approach slab Cum, complete as per drawing and technical specification 16/14.9 Drainage Spouts complete as per drawing and Each Technical specification. 17/14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.) (B) For RCC Railing RM 18/13.9 Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification. (A) Granular material Cum

Total Quantity

Rate in Rs.

Amount (Rs.)

4 152.49

5 12993.00

6 1,981,303.00

35.88 35.88

4170.00 1475.00

149,620.00 52,923.00

17.94

2044.00

36,670.00

28.80 14.40

12025.00 5498.00

346,320.00 79,172.00

2.00

10197.00

20,394.00

53.82

160.00

8,612.00

381.12

1524.00

580,827.00

Item No. 1 19/13.8

20/8.47

Particulars/Descrption of items

Unit

2 3 Providing weep holes in brick Each mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician).

a) Bi-directional Stud b) Uni-directional Stud 21/8.51 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Protection work 22/15.10 Curtain wall complete as per drawing and Technical specification A. Stone masonry in cement mortar (1:3) B. Cement concrete Grade M15 23/15.11 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 24/15.9 Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works

Each Each Each

Total Quantity

Rate in Rs.

Amount (Rs.)

4 40.00

5 204.00

6 8,160.00

4.00

3500.00 3400.00 298.00

13,600.00 0.00

Cum Cum Cum

54.67 124.34

4333.00 7046.00 1485.00

0.00 385,205.00 184,638.00

Cum

121.20

1679.00

203,495.00

Total- 14,071,614.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Quantity Calculation fo Br No.255/1 Ch-254000 m Sl.No.

1

Item no.

Unit

12.1 Earth work or foundation of

m 3 m m3 m3 m3 m3 3 m

structures as per drawings & technical specification including setting out.

3

2 2

9.94 0.25 0.25 18.42

18 2

18.42+9.94 2

18.42 18.42

2

12 9.94 12 9 0.45 4.24

2.62 1.5 1.5 0.75 9.94 0.45

1.85 1.5

2.5 2

m 11.5 2

18.42+9.44 2 15

9.44 4.24

0.15 0.15

0.15

9.94

3

85.19 55.26 728.381

3

0.00 16.28 17.72

m m3 Total =

12.8 PCC M-15 =

Total= 3

12.8

RCC M35(open foundation)

m/wall

4

5

12.40 Reinforcement in foundation = 25 mm dia 16 mm dia m/wall

13.5 Substructure (M35) RCC Dirt wall = Abutment cap =

Abutment = M/wall

6

7

13.5

m3

0.00

m3 m3 m3 m3

119.28 9.00 7.08 32.40 167.76

2 2 2

1 1.5 1.5 1.2

2 2

120 80

12.94 15 100

kg kg 32.4 kg Total = kg Total = Tonne

2 2 2

0.82 0.7

0.25 12 2.925

12 0.225 12

3

6.6

12.87

Total=

81.24

2

0.2+0.45 2

Substructure (M20) PCC Wing wall-

13.6 Reinforcement in substuctureDirt wall = 12 mm dia 12 mm dia

22.365 56.37

12 0.25 0.25 3

0.7+1.0 2

9.94 12 9.44 4.5 Total=

Qty for 2Lane 0.00 312.51 7.46 9.00 124.34 80.51 54.11

1

2 2

6 0.95

26.55 2

m3 m3 3 m

11981.48 3792.59 3240.00 19014.07 19.01

4.92 3.78 59.67

412.69 m3

412.69

kg kg

283.20 290.49

86

Sl.No.

Item no.

Unit Abutment cap =

12 12

mm dia mm dia

2 2

10 1.85

13.5 86

Abutment =

25 12 12

mm dia mm dia mm dia

2 2 2

2 20 100 m/wall

100 27.3 20 100

kg kg 5.25

kg 8101.85 kg 970.67 1 kg 3555.56 8 kg 800.00 Total = kg 14524.61 Total = Tonne 14.52 3

8

14.1 Furnished and placing

1

87.14

9

reinforcement/Prestressed cement concrete in Superstructure M25 as per drawing and Technical Specifications. 14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specification.

m

1

6.076

MT

2

12

2

10

11

12

13

14

15 16

14.18 Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. 8.22 Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. 14.7 Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to 14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered For RCC Railing

14.4 Providing and laying Cement concrete Wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. 14.9 Drainage Spouts complete as per drawing and Technical specification.

13.9 Back filling behind Abutment ,Wing

Qty for 2Lane 240.00 282.84

87.14

6.08

Nos.

24.00

17.94

m

35.88

1

17.94

m

17.94

3

17.94

m2

53.82

8.50

17.94

m

3

152.49

1

2

Nos.

2

2

12

4.00

3.97

m

3

381.12

2

0.3

4.00

12

m

3

28.80

wall and Return Wall complete as per drawing and technical specification with Granular Material.

17

14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.

Sl.No.

Item no.

Unit

Qty for 2Lane 14.40

4.00

12

m3

19

below approach slab complete as per drawing and technical specification 13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe,

8

5

Nos.

40

20

8.47 Providing 'Sparkle Solar Road

2

2

Nos.

4

1

17.28

18

14.10 PCC M15 grade levelling course

2

0.15

Studs,manufactured by Tata B.P. Solar India Ltd. Of siz(125mmx125mm),90mm height(frombottom of shank to the top of stud)with detachable battery.

21

22

8.4

Sign board : Retro reflectorised Traffic sign: Providing and erecting of RetroReflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3

15.11 Stone apron Flexible Apron

17.28

1

124.335 m3

124.34

1

121.20 m3

121.20

1

54.67

m3

54.67

2

17.94

m

35.88

:Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.

23

15.9 Flore apron :Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works.

24

15.10 Curtain wall complete as per drawing and Technical specification.

25 Analysi HAND RAIL s rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc.

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for Repairing of existing Br no-255/2, Ch-254750

3

Total Quantity 4

Rate in Rs. 5

Cm Cm

52.66 134.75

356.00 573.00

18,747.00 77,213.00

(i) upto 3m depth Cum Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork.

324.10

54.00

17,502.00

8.57

6514.00

55,851.00

53.76

9030.00

485,453.00

5.38

73279.00

393,948.00

Item No.

Particulars/Descrption of items

Unit

1 1/2.4

2 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) II) By Mechanical Means (a) Cement concrete grade M-15 & M-20 Wing wall(b) Prestressed/ Reinforced cement grade M-20 & above. Foundation

2/12.1

Amount (Rs.) 6

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I.Ordinary Soil B.Mechanical means (II) With dewatering

3/12.8

(p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 Cum H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete Cum pump 4/12.40

5/13.5

Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) tonne reinforcement bar of Fe-500 N/mm2 Substructure Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications

Item No. 1

6/13.6

7/14.1

8/14.2

9/14.18

Particulars/Descrption of items

Total Quantity 4

Rate in Rs. 5

23.95

9169.00

219,596.00

Tonne

2.40

73343.00

175,657.00

Cum

33.67

10591.00

356,599.00

tonne

2.69

77554.00

208,900.00

metre

36.00

1640.00

59,040.00

metre

36.00

558.00

20,088.00

metre

36.00

317.00

11,412.00

metre

36.00

17.00

612.00

Unit

2 3 (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and Cum concrete Pump. Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Super Structure Furnished and placing reinforcement/Prestressed cement concrete in superstructure as per drawing and Technical Specifications. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B. RCC GRADE M 25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.

Amount (Rs.) 6

Item No.

Particulars/Descrption of items

1 10/8.22

2 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete 11/14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 12/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 13/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 14/14.9 Drainage Spouts complete as per drawing and Technical specification 15/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification 16/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud

3

Total Quantity 4

Rate in Rs. 5

metre metre

46.72 23.36

4170.00 2044.00

194,823.00 47,748.00

Cum Cum

27.60 27.60

12025.00 5498.00

331,890.00 151,745.00

Each

4.00

10197.00

40,788.00

Each

30.00

204.00

6,120.00

Each Each

4.00

3500.00 3400.00

13,600.00

Unit

Amount (Rs.) 6

Item No.

Particulars/Descrption of items

Total Quantity 4 15.00

Rate in Rs. 5 298.00

115.20

78.00

8,986.00

25.50

3628.00

92,514.00

Sqm

130.56

59.00

7,704.00

Sqm

59.53

614.00

36,554.00

Each Each Each Each

34.82 34.82 34.82 34.82

500.00 700.00 750.00 800.00

17,408.00 24,372.00 26,112.00 27,853.00 3,133,305.00

Unit

1 17/8.51

2 3 Providing relfective pavement marker with Micro Each prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. 18/16.1 Removal of existing cement concrete wearing Sqm coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.) 19/16.17 Replacement of Expansion Joints complete as per metre

Amount (Rs.) 6 4,470.00

drawings.

20/16.2

Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m.

21/16.28 (A)'Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface. 22/16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers. a)12 mm dia re-bar fastners 25% of 139 b)16 mm dia re-bar fastners 25% of 139 C)20 mm dia re-bar fastners 25% of 139 d)25 mm dia re-bar fastners 25% of 139

Total-

Executive Engineer, PWD Nagaon NH Division, Nagaon

95,960.00

952,754.00

395,253.00

1,689,338.00

Repairing Quantity Calculation for Br. No-255/2 ,Ch-254750 m Sl. Item No. No. 1 2.4 Dismantling (M20):(ii) (A) Cement concrete grade M-15 & M-20 . Wing Wall2 (B) Prestressed/ Reinforced cement grade M-20 & above. Post 2 0.275 0.25 0.9 Rail2 2 0.2 0.175 Kerb2 0.5 0.2 Slab2 7.4 0.65 Dirt wallAbut/PierRaft-

2

2 2 1

12.1 Earth work in or foundation of structures as per drawings & technical specification including setting out.(Upto 3m)-

2

Unit Qty for 2Lane 26.33

Cm

13 19.785 23.36 3.95 3.95 3.95

Cm Cm Cm Cm Cm Cm

1.61 2.77 4.67 38.00 1.28 16.21 9.54 60.67 134.75

0.25 0.7+1.0 2 1 15.36

0.65 2.414 2.414 3.95

3.95 Cm 1 Cm Total= Cm

15.5 3.5

3.5 6.15

2.8 4.0

m3 m3

151.90 172.20

Total= m3

324.10 8.57 8.57

3

12.8 PCC M15-

15.66

3.65

0.15 m3 Total=

4

12.8 RCC M35 (open foundation)-

15.36

3.5

1 Total=

5

12.40 Reinforcement in foundation-

6

13.5 Substructure(M35)-

7

13.6 Reinforcement in Substructure-

8

14.1 Superstructure RCC (M25)-

9

14.2 Reinforcement in Superstructure-

10

14.9 Drainage Spouts complete as per drawing and Technical specification.

53.76

53.76 53.76

100 kg 5376.00 Total= kg 5376.00 Total= Tonne 5.4 14.36

2

0.7+1.0 2

3.5

2.414

2

1.00 0.65

3.5 3.5

2.41 m3 0.25 Total= m3

23.95

2

3.5

7.4

33.67

2

52.66

8.45 1.14 23.95

100 Kg 2395.00 Total= Kg 2395.00 Total= Tonne 2.4 0.65 m3 Total= m3

33.67 33.67

80 Kg 2693.60 Total= Kg 2693.60 Total= Tonne 2.69 2

Nos.

4.00

Sl. Item No. No. 11 14.18 Filler joint Providing & fixing 20

12 14.10

13 14.11

14

14.7

15

8.22

16

16.1

mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. PCC M15 grade levelling course below approach slab complete as per drawing and technical specification Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.)

17 16.17 Replacement of Expansion

3 3 3 3

12 12 12 12

Unit Qty for 2Lane Nos. 36.00 Nos. 36.00 Nos. 36.00 Nos. 36.00

2

11.5

4

0.3

m3

27.60

2

11.5

4

0.3

m3

27.60

1

23.36

m

23.36

2

23.36

m

46.72

7.5

15.36

115.20

3

8.5

25.50

8.5

15.36

metre

130.56

2

15

Nos.

30.00

4

Nos.

4.00

Joints complete as per drawings.

18

19

20

16.2 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe. 8.47 Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm) ,90mm height (from bottom of shank to the top of stud) with detachable battery.

Sl. Item No. No. 21 8.51 RPM: Providing relfective

22

pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification. 16.28 Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface.

15

2 2

1 1 Total-

23

16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers.

0.65 0.7+1.0 2

Unit Qty for 2Lane Nos. 15.00

0.25 3.064

sqm sqm

0.33 32.78

3.064 23.36

sqm sqm

3.06 23.36

sqm 83.558 Each 0.6

59.53 139

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for existing Br no : 255/2 Ch-254750 Item No. 1

3

Total Quantity 4

Rate in Rs. 5

Cum

888.78

54.00

47,995.00

Cum

94.05

6514.00

612,660.00

Cum

236.87

9030.00

2,138,891.00

tonne

33.33

73279.00

2,442,574.00

Cum

65.52

8120.00

532,023.00

Cum

88.45

9169.00

810,984.00

Particulars/Descrption of items

Unit

2

Amount (Rs.) 6

Foundation 1/12.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

2/12.8

3/12.40

4/13.5

5/13.6

I. Ordinary Soil B. Mechanical means (II) With dewatering (i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications. (A) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Substructure Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 B. PCC Grade M20 a) Height up to 5.0 m H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Pump Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications

Item No. 1

3

Total Quantity 4

Rate in Rs. 5

Tonne

11.96

73343.00

877,398.00

Cum

107.02

10591.00

1,133,449.00

MT

7.31

77554.00

567,230.00

metre

36.00

1640.00

59,040.00

metre

36.00

558.00

20,088.00

metre

36.00

317.00

11,412.00

metre

36.00

17.00

612.00

2

17.28

5200.00

89,856.00

Particulars/Descrption of items

Unit

2 (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Super Structure

Amount (Rs.) 6

6/14.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B.'RCC Grade M25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m 7/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 8/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. 9/8.4 Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (v) 80cmm x 45 cm rectangular

m

Item Particulars/Descrption of items Unit No. 1 2 3 9/14.4 Providing and laying Cement concrete wearing coat m3 M-30 grade including reinforcement complete as per drawing and Technical Specifications. 10/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete metre 11/Analy HAND RAIL metre sis Rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the Engineer- in-charge. Management shall be made for the length of the pipe only. (Rate from Annexure-I) 12/14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 13/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 14/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 15/14.9 Drainage Spouts complete as per drawing and Technical specification. 16/14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.) (B) For RCC Railing 17/13.9 Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification. (A) Granular material

Total Rate in Quantity Rs. 4 5 198.56 12993.00

Amount (Rs.) 6 2,579,891.00

46.72 46.72

4170.00 1475.00

194,823.00 68,912.00

metre

23.36

2044.00

47,748.00

Cum Cum,

28.80 2.40

12025.00 5498.00

346,320.00 13,196.00

Each

4.00

10197.00

40,788.00

RM

70.08

160.00

11,213.00

Cum

294.14

1524.00

448,276.00

Item Particulars/Descrption of items No. 1 2 18/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification 19/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician).

20/8.51

21/15.10

22/15.11

23/15.9

a) Bi-directional Stud b) Uni-directional Stud Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Protection work Curtain wall complete as per drawing and Technical specification A. Stone masonry in cement mortar (1:3) B. Cement concrete Grade M15 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works

Unit 3 Each

Each Each Each

Total Quantity 4 40.00

Rate in Rs. 5 204.00

4.00

3500.00 3400.00 298.00

13,600.00 0.00

Amount (Rs.) 6 8,160.00

Cum Cum Cum

64.88 147.55

4333.00 7046.00 1485.00

0.00 457,145.00 219,112.00

Cum

198.61

1679.00

333,467.00

Total-

14,126,863.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Quantity Calculation fo Br no 255/2, Ch-254750 m Sl. Item No. no. 1

Unit

12.1 Earth work or foundation of structures as per drawings & technical specification including setting out.

2 2

15.36 15.36 11.5

21.86 21.86+15.36 2 2

15 21.86 21.86

2

12 0.25 0.25 9 3.25

2.15 1.5 1.5 0.75 0.45

m3 3 m 3 m m3 m3

396.29 11.52 8.63 147.56 54.43

15.36 1.85 1.5

0.45 2.5 2 Total =

m3 m3 m3 3 m

103.68 101.10 65.58 888.78

m 0.15 m3 0.15 m3 0.15 m3

3

0.00 27.65 34.56 18.14

13.70 m3 Total=

13.70

m3

0.00

m3 m3 m3 m3

184.32 9.00 11.15 32.40 236.87

kg kg

20246.91 8710.32 486.40

12.8 PCC M-15 = 12.00 15.36 2 21.86+15.36

15.36 15.00 3.25

2

c/wall

3

12.8

1

RCC M35(open foundation)

m/wall

4

12.40 Reinforcement in foundation = 25 mm dia 16 mm dia 12 mm dia 12

2 2 2

12 0.25 0.25 1.2

1 1.5 1.5 3

2 2

80 104

32.8 26.5 10

mm dia

365

m/wall

5

13.5 Substructure (M35) Dirt wall = Abutment cap =

Abutment = Pier cap Pier M/wall

100

2 2 2 1 1 2

0.65 0.7 0.7+1.0 2 0.225 1 0.2+0.45 2

12 12 2.189 1 2.189 3.664

15.36 12 14.86 4.5 Total=

54.72 kg 2 kg 32.4 kg Total = kg Total = Tonne

7

13.5

Substructure (M20) PCC Wing wall-

13.6 Reinforcement in substuctureDirt wall = 12 mm dia

2

6

26.55

94.05

648.89 3240.00 33332.52 33.33

0.25 m3 0.225 m3 12 m3

3.90 3.78 44.66

m3 m3 3 m

2.70 26.27 7.14

12 12 3 Total=

6

Qty for 2Lane

88.45

1 65.52 m3

65.52

kg

283.20

Sl. Item No. no.

8

Unit 12

mm dia

2

0.78

2

Abutment cap =

12 12

mm dia mm dia

2 2

10 1.85

Pier Cap

12 12

mm dia mm dia

2 2

Abutment =

32 12 12

mm dia mm dia mm dia

2 2 2

14.1 Furnished and placing

kg

238.51

13.5 86

kg kg

240.00 282.84

10 1.85

13.5 86

kg kg

240.00 282.84

60 27.3 16 m/wall

4.52 16 60 100

2

reinforcement/Prestressed cement concrete in Superstructure M25 as per drawing and Technical Specifications.

9

14.2 Reinforcement in Super

10 14.18

11

8.22

12

14.7

13 14.16

14

14.4

15

14.9

Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specification. Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered For RCC Railing Providing and laying Cement concrete Wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. Drainage Spouts complete as per drawing and Technical specification.

2

3

86

Qty for 2Lane

2

kg kg 1.2 kg 7.14 kg Total = kg Total = Tonne 53.51 m3

3.657 MT

12

Nos.

6857.01 776.53 2048.00 714.00 11962.94 11.96 107.02

7.31

36.00

2

23.36 m

46.72

1

23.36 m

23.36

3

23.36 m2

70.08

8.50

23.36 m3

198.56

2

2

Nos.

4

Sl. Item No. no.

Unit

Qty for 2Lane

3.064 m3

294.14

12

m3

28.80

4.00

2

m

3

2.40

1

40

Nos.

40

2

2

Nos.

4

Sign board : Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3 22 15.11 Stone apron Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.

1

17.28

1

147.6 m3

147.55

23

1

198.6 m3

198.61

1

64.88 m3

64.88

2

23.36 m

46.72

16

13.9 Back filling behind Abutment

17 14.11

18 14.10

19

13.8

20

8.47

21

2

,Wing wall and Return Wall complete as per drawing and technical specification with Granular Material. Reinforced cement concrete 2 approach slab including reinforcement and formwork complete as per drawing and Technical specification. PCC M15 grade levelling course 2 below approach slab complete as per drawing and technical specification Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P. Solar India Ltd. Of siz(125mmx125mm),90mm height(frombottom of shank to the top of stud)with detachable battery.

8.4

15.9 Flore apron :Dry rubble Flooring,

12

4.00

0.3

4.00

0.15

17.28

Construcytion of dry rubbl flooring at cross drainage works for relatively less important works.

24 15.10 Curtain wall complete as per drawing and Technical specification. 25 Analys HAND RAIL is rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc.

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for Repairing of existing Br no -259/1,Ch-258170 Item No.

Particulars/Descrption of items

Unit

1 1/2.4

2 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres)

3

II) By Mechanical Means (a) Cement concrete grade M-15 & M-20 Wing wall(b) Prestressed/ Reinforced cement grade M-20 & above. Foundation 2/12.1

Total Rate in Rs. Quantity 4 5

Amount (Rs.) 6

Cm Cm

0.00 151.97

356.00 573.00

0.00 87,078.00

Cum

186.13

54.00

10,052.00

Cum

5.61

6514.00

36,521.00

Cum

32.70

9030.00

295,305.00

tonne

3.27

73279.00

239,623.00

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I.Ordinary Soil B.Mechanical means (II) With dewatering

3/12.8

(i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump

4/12.40

Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

5/13.5

(i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Substructure Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications

Item No.

Particulars/Descrption of items

Unit

1

2 (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Pump. Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications

3

6/13.6

Cum

Total Rate in Rs. Quantity 4 5

Amount (Rs.) 6

9.07

9169.00

83,156.00

0.76

73343.00

55,961.00

Cum

26.98

10591.00

285,724.00

tonne

2.16

77554.00

167,381.00

metre

24.00

1640.00

39,360.00

metre

24.00

558.00

13,392.00

metre

24.00

317.00

7,608.00

metre

24.00

17.00

408.00

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel reinforcement bar of Fe-500 N/mm2 7/14.1

8/14.2

9/14.18

(CRS) Tonne

Super Structure Furnished and placing reinforcement/Prestressed cement concrete in superstructure as per drawing and Technical Specifications. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B. RCC GRADE M 25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in superstructure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.

Item No.

Particulars/Descrption of items

Unit

1 10/8.22

2 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.

3

B. M 40 grade concrete 11/14.7

Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 12/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 13/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 14/14.9 Drainage Spouts complete as per drawing and Technical specification 15/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification 16/8.47

Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bidirectional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud

Total Rate in Rs. Quantity 4 5

Amount (Rs.) 6

metre

35.88

4170.00

149,620.00

metre

17.94

2044.00

36,670.00

Cum

27.60

12025.00

331,890.00

Cum

27.60

5498.00

151,745.00

Each

2.00

10197.00

20,394.00

Each

20.00

204.00

4,080.00

Each Each

4.00

3500.00 3400.00

13,600.00

Total Rate in Rs. Quantity 4 5 10.00 298.00

Amount (Rs.) 6 2,980.00

Item No.

Particulars/Descrption of items

Unit

1 17/8.51

2 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.)

3 Each

Sqm

74.55

78.00

5,815.00

19/16.17 Replacement of Expansion Joints complete as per

metre

17.00

3628.00

61,676.00

Sqm

84.49

59.00

4,985.00

Sqm

20.09

614.00

12,333.00

Each Each Each Each

21.17 21.17 21.17 21.17

500.00 700.00 750.00 800.00

18/16.1

drawings.

20/16.2

Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 21/16.28 (A)'Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating 22/16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers. a)12 mm dia re-bar fastners 25% of 85 b)16 mm dia re-bar fastners 25% of 85 C)20 mm dia re-bar fastners 25% of 85 d)25 mm dia re-bar fastners 25% of 85

10,584.00 14,817.00 15,875.00 16,934.00 Total- 2,175,567.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Repairing Quantity Calculation for Br no:259/1,Ch-258170 Sl.N Item o. No. 1 2.4 Dismantling (M20):(ii) (A) Cement concrete grade M-15 & M-20 . Wing Wall(B) Prestressed/ Reinforced cement grade M-20 & above. Post 2 0.275 0.25 Rail2 2 0.2 Kerb2 0.5 Slab1 0.82 Dirt wall-

2 2

Abut/PierRaft-

2

9.94

12.1 Earth work in or foundation of structures as per drawings & technical specification including setting out.(Upto 3m)-

0.82

2

9.95 3.5

Unit Qty for 2Lane Cm

0.00

0.9 10 Cm 0.175 14.915 Cm 0.2 17.94 Cm 9.4 3.95 Cm 0.25 3.95 Cm 0.7+0.94 1.33 Cm 2 3.95 0.94 Cm 2 36.95 Cm Total= Cm 3 3.5 2 m 4.16 4.0 m3

1.24 2.09 3.59 30.45 1.62 2.18

3

12.8 PCC M15-

10.24

3.65

4

12.8 RCC M35 (open foundation)-

9.94

3.5

5

12.40 Reinforcement in foundation-

6

13.5 Substructure(M35)-

Total= m3 0.15 m3 Total= 0.94 Total=

32.7

100 kg Total= kg Total= Tonne

2

0.7+0.94 2

1.33

3.50

2

0.25

3.5

0.82 Total= 100 Total= Total= 0.82 Total= 80 Total= Total= 1

7

13.6 Reinforcement in Substructure-

8

14.1 Superstructure RCC (M25)-

9

14.2 Reinforcement in Superstructure-

26.978

10

14.9 Drainage Spouts complete as per

2

7.63

1

3.5

9.4

m3

36.91 73.90 151.97 69.65 116.48 186.13 5.61 5.61 32.70 32.70 3270.00 3270.00 3.3 0.00 7.63

Nos.

1.44 9.07 763.00 763.00 0.76 26.98 26.98 2158.24 2158.24 2.16 2.00

3

m Kg Kg Tonne

m3 m3 Kg Kg Tonne

drawing and Technical specification.

11

14.18 Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

12 13

14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.

2 2 2 2

12 12 12 12

Nos. Nos. Nos. Nos.

24.00 24.00 24.00 24.00

2

11.5

4

0.3

m3

27.60

2

11.5

4

0.3

m3

27.60

Sl.N Item o. No. 14 14.7 Construction of RCC Railing of M30

15

16

17 18

19

20

21

22

23

Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. 8.22 Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. 16.1 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.) 16.17 Replacement of Expansion Joints complete as per drawings. 16.2 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m.

13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, 8.47 Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm) ,90mm height (from bottom of shank to the top of stud) with detachable battery. 8.51 RPM: Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification. 16.28 Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface.

16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers.

0.82 2

1

Unit Qty for 2Lane 17.94 m 17.94

2

17.94 m

35.88

7.5

9.94

74.55

2

8.5

17.00

8.5

9.94

metre

84.49

2

10

Nos.

20.00

4

Nos.

4.00

10

Nos.

10.00

0.25 1.33

sqm sqm

0.41 2.18

2 0.7+0.94 2

0.94 0.82

9.94 9.94

sqm sqm Total- sqm 50.8 Each 0.6

Executive Engineer, PWD Nagaon NH Division, Nagaon

9.34 8.15 20.09 85

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for existing Br no : 259/1 ,Ch-258170 Item No.

3

Total Quantity 4

Rate in Rs. 5

Cum

652.60

54.00

35,241.00

Cum

46.75

6514.00

304,537.00

Cum

167.76

9030.00

1,514,873.00

tonne

18.02

73279.00

1,320,167.00

Cum

45.97

8120.00

373,277.00

Cum

37.09

9169.00

340,097.00

Particulars/Descrption of items

Unit

2

1

Amount (Rs.) 6

Foundation 1/12.1

2/12.8

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I. Ordinary Soil B. Mechanical means (II) With dewatering (i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35

(II) Using Batching plant Transit mixer and concrete pump 3/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications.

4/13.5

5/13.6

(A) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Substructure Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 B. PCC Grade M20 a) Height up to 5.0 m H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Pump Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

Item No.

6/14.1

Particulars/Descrption of items

Unit

(i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Super Structure

Tonne

Total Rate in Quantity Rs. 7.87 73343.00

Amount (Rs.) 577,252.00

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B.'RCC Grade M25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m 7/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 8/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. Retro reflectorised Traffic sign: 9/8.4

Cum

87.14

10591.00

922,900.00

MT

6.08

77554.00

471,219.00

metre

24.00

1640.00

39,360.00

metre

24.00

558.00

13,392.00

metre

24.00

317.00

7,608.00

metre

24.00

17.00

408.00

17.28 152.49

5200.00 12993.00

89,856.00 1,981,303.00

Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (v)80cmm x 45 cm rectangular

10/14.4 Providing and laying Cement concrete wearing coat m3 M-30 grade including reinforcement complete as per drawing and Technical Specifications.

Item No.

Particulars/Descrption of items

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

metre metre

35.88 35.88

4170.00 1475.00

149,620.00 52,923.00

metre

17.94

2044.00

36,670.00

Cum Cum,

28.80 14.40

12025.00 5498.00

346,320.00 79,172.00

Each

2.00

10197.00

20,394.00

RM

53.82

160.00

8,612.00

Cum Each

206.40 40.00

1524.00 204.00

314,554.00 8,160.00

11/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete 12/Analys HAND RAIL is Rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the Engineer- in-charge. Management shall be made for the length of the pipe only. (Rate from Annexure-I) 13/14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 14/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 15/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 16/14.9 Drainage Spouts complete as per drawing and Technical specification. 17/14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.) (B) For RCC Railing 18/13.9 Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification. (A) Granular material 19/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification

Item No.

Particulars/Descrption of items

20/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud 22/8.51 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Protection work 23/15.10 Curtain wall complete as per drawing and Technical specification A. Stone masonry in cement mortar (1:3) B. Cement concrete Grade M15 24/15.11 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 25/15.9 Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works

Unit

Total Quantity

Rate in Rs.

Each Each Each

4.00

3500.00 3400.00 298.00

13,600.00 0.00

Amount (Rs.)

Cum Cum Cum

42.92 97.61

4333.00 7046.00 1485.00

0.00 302,415.00 144,951.00

Cum

91.91

1679.00

154,317.00

Total-

9,623,198.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Quantity Calculation fo Br No.259/1 Ch-258170 Sl. Item No. no.

1

Unit

12.1 Earth work or foundation of structures as per drawings & technical specification including setting out.

2 2

9.94 0.25 0.25 14.46

15 2

14.46+9.94 2

14.46 14.46

2

11.5 14.46+9.44 2

15

12.8

5

2.82 1.5 1.5 0.75 9.94 0.45

m m3 m3 3 m m3 m3

3

336.37 7.46 9.00 97.61 67.10 24.81

1.85 1.5

2.5 2

m m3 Total =

3

66.88 43.38 652.60

3

0.00 16.28 8.10

9.44 2.26

0.15 0.15

m m3 m3

0.15

9.94

m3

22.37

Total=

46.75

RCC M35(open foundation)

0.00

m3 m3 3 m m3

119.28 9.00 7.08 32.40 167.76

2 2 2

1 1.5 1.5 1.2

2 2

110 80

12.94 15 100

kg kg 32.4 kg Total = kg Total = Tonne

0.82 0.7

Abutment -

2 2 2

0.25 12 1.105

12 0.225 12

M/wall-

2

3

3

12.40 Reinforcement in foundation 25 mm dia 16 mm dia m/wall

13.5 Substructure RCC (M35) Dirt wall Abutment cap -

0.7+1.0 2 0.2+0.45 2

9.94 12 9.44 4.5 Total=

m3 12 0.25 0.25 3

m/wall

4

12 9.94 12 9 0.45 2.26

12.8 PCC M15 2

3

m3 m3 m3

7

13.5 Substructure (M20) PCC Wing wall13.6 Reinforcement in substuctureDirt wall 12 mm dia

1

2

6

26.55

10983.02 3792.59 3240.00 18015.62 18.02

4.92 3.78 22.54 5.85

Total= 6

Qty for 2Lane

37.09

45.97 m3

45.97

Kg

283.20

Sl. Item No. no.

8

9

14.2

11

8.22

12

14.7

13 14.16

15 16

12

mm dia

2

0.95

2

Abutment cap -

12 12

mm dia mm dia

2 2

10 1.85

13.5 86

Abutment -

20 12 12

mm dia mm dia mm dia

2 2 2 M/wall

2 10 110

110 27.3 10 100

14.1 Furnished and placing

10 14.18

14

Unit

reinforcement/Prestressed cement concrete in Superstructure M25 as per drawing and Technical Specifications. Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing andProviding technical&specification. Filler joint fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered For RCC Railing

14.4 Providing and laying Cement concrete Wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. 14.9 Drainage Spouts complete as per drawing and Technical specification. 13.9 Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification with Granular Material.

2

12

86

Kg

Qty for 2Lane 290.49

Kg Kg

240.00 282.84

3.45

Kg Kg 1 Kg 5.85 Kg Total = Kg Total = Tonne

3748.15 485.33 1955.56 585.00 7870.57 7.87

1

87.14

m3

87.14

1

6.076

MT

6.08

2

12

2

Nos.

24.00

17.94

m

35.88

1

17.94

m

17.94

3

17.94

m2

53.82

8.50

17.94

m

3

152.49

1

2

4.00

2.15

Nos. m3

2.00 206.40

Sl. Item No. no.

Unit

17 14.11 Reinforced cement concrete

18 14.10

19

13.8

20

8.47

21

8.4

22 15.11

23

approach slab including reinforcement and formwork complete as per drawing and Technical specification. PCC M15 grade levelling course below approach slab complete as per drawing and technical specification Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P. Solar India Ltd. Of siz(125mmx125mm),90mm height(frombottom shank to the top Sign board : Retroofreflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3 Stone apron Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.

15.9 Flore apron :Dry rubble Flooring,

Construcytion of dry rubbl flooring at cross drainage works for relatively less important works. 24 15.10 Curtain wall complete as per drawing and Technical specification. 25 Analys HAND RAIL is rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc.

2

0.3

4.00

12

m3

Qty for 2Lane 28.80

2

0.15

4.00

12

m3

14.40

8

5

Nos.

40.00

2

2

Nos.

4.00

1

17.28

1

97.61

m3

97.61

1

91.91

m3

91.91

1

42.92

m3

42.92

2

17.94

m

35.88

17.28

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for Repairing of existing Br no-259/2 ,Ch-258380

3

Total Quantity 4

Rate in Rs. 5

Cm Cm

49.24 93.99

356.00 573.00

17,530.00 53,856.00

Cum

144.27

54.00

7,791.00

Cum

5.22

6514.00

33,994.00

Cum

34.79

9030.00

314,154.00

tonne

3.5

73279.00

254,938.00

Item No.

Particulars/Descrption of items

Unit

1 1/2.4

2 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) II) By Mechanical Means (a) Cement concrete grade M-15 & M-20 Wing wall(b) Prestressed/ Reinforced cement grade M-20 & above.

Amount (Rs.) 6

Foundation 2/12.1

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I.Ordinary Soil B.Mechanical means (II) With dewatering

3/12.8

(i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump

4/12.40

5/13.5

Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Substructure Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications

3

Total Quantity 4

Rate in Rs. 5

Cum

13.99

9169.00

128,298.00

1.40

73343.00

102,534.00

26.98

10591.00

285,724.00

2.16

77554.00

167,381.00

24.00

1640.00

39,360.00

24.00

558.00

13,392.00

24.00

317.00

7,608.00

24.00

17.00

408.00

Item No.

Particulars/Descrption of items

Unit

1

2 (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Pump. Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications

6/13.6

7/14.1

8/14.2

9/14.18

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) Tonne reinforcement bar of Fe-500 N/mm2 Super Structure Furnished and placing reinforcement/Prestressed cement concrete in superstructure as per drawing and Technical Specifications. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B. RCC GRADE M 25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m Cum Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) tonne reinforcement bar of Fe-500 N/mm2 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper metre plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre metre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick metre premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as metre per drawings and technical specifications with coarse sand and 6% bitumen by weight.

Amount (Rs.) 6

Item No.

Particulars/Descrption of items

1 10/8.22

2 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete 11/14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 12/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 13/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 14/14.9 Drainage Spouts complete as per drawing and Technical specification 15/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification 16/8.47

3

Total Quantity 4

Rate in Rs. 5

metre metre

35.88 17.94

4170.00 2044.00

149,620.00 36,670.00

Cum Cum

27.60 27.60

12025.00 5498.00

331,890.00 151,745.00

Each

2.00

10197.00

20,394.00

Each

30.00

204.00

6,120.00

Each Each

4.00

3500.00 3400.00

13,600.00

Unit

Amount (Rs.) 6

Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud

3 Each

Total Quantity 4 10.00

Rate in Rs. 5 298.00

Sqm

74.55

78.00

5,815.00

metre

17.00

3628.00

61,676.00

Sqm

84.49

59.00

4,985.00

Sqm

14.34

614.00

8,803.00

Each Each Each Each

21.84 21.84 21.84 21.84

500.00 700.00 750.00 800.00

10,921.00 15,290.00 16,382.00 17,474.00 2,281,333.00

Item No.

Particulars/Descrption of items

Unit

1 17/8.51

2 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.)

19/16.17 Replacement of Expansion Joints complete as per

18/16.1

Amount (Rs.) 6 2,980.00

drawings.

20/16.2

Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 21/16.28 (A)'Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface. 22/16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers. a)12 mm dia re-bar fastners 25% of 87 b)16 mm dia re-bar fastners 25% of 87 C)20 mm dia re-bar fastners 25% of 87 d)25 mm dia re-bar fastners 25% of 87

Total-

Executive Engineer, PWD Nagaon NH Division, Nagaon

Repairing Quantity Calculation for Br.no-259/2,Ch-258380 m Sl. No. 1

Item No. 2.4 Dismantling (M20):(ii) (A) Cement concrete grade M-15 & M-20 . Wing Wall2 (B) Prestressed/ Reinforced cement grade M-20 & above. Post 2 0.275 0.25 0.9 Rail2 2 0.2 0.175 Kerb2 0.5 0.2 Slab1 9.4 0.82 Dirt wall2 0.82 0.25 Abut/Pier2 3.95 0.7+1.0 2

2

12.1

Raft-

9.94

3.95

Earth work in or foundation of structures as per drawings & technical specification including setting out.(Upto 3m)-

9.95 3.5

3.5 3.66

2

3

12.8

PCC M15-

9.94

3.5

4

12.8

RCC M35 (open foundation)-

9.94

3.5

5

12.40 Reinforcement in foundation-

6

13.5

34.79

Qty for 2Lane

24.62

Cm

49.24

10 14.915 17.94 3.95 3.95 2.345

Cm Cm Cm Cm Cm Cm

1.24 2.09 3.59 30.45 1.62 15.75

Cm Cm m3 m3

39.26 93.99 41.79 102.48

Total= m3 0.15 m3 Total= 1 Total= 100 kg Total= kg Total= Tonne

144.27 5.22 5.22 34.79 34.79 3479.00 3479.00 3.5

1 Total= 1.2 4.0

Substructure(M35)-

7

13.6

Reinforcement in Substructure-

8

14.1

Superstructure RCC (M25)-

9

14.2

Reinforcement in Superstructure-

10

14.9

Drainage Spouts complete as per drawing and Technical specification.

11

14.18 Filler joint Providing & fixing 20

2

0.7+1.0 2

3.15

2.345

m3

12.56

2

0.25

3.5

0.82 Total= m3 100 Kg Kg Total= Total= Tonne 0.82 m3 Total= m3 80 Kg Kg Total= Total= Tonne 2 Nos.

1.44 13.99 1398.00 1398.00 1.4 26.98 26.98 2158.24 2158.24 2.16 2.00

13.98

1

3.5

14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification

9.4 26.978

1

mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

12

Unit

2

11.5

2 2 2 2

12 12 12 12

Nos. Nos. Nos. Nos.

24.00 24.00 24.00 24.00

4

0.3

m3

27.60

Sl. Item No. No. 13 14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm.

14

14.7

15

8.22

Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete.

16

16.1

Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.)

17

16.17 Replacement of Expansion

Unit 2

11.5

4

0.3

m3

Qty for 2Lane 27.60

1

17.94

m

17.94

2

17.94

m

35.88

7.5

9.94

74.55

2

8.5

17.00

Joints complete as per drawings.

18

16.2

Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m.

8.5

9.94

metre

84.49

19

13.8

Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe.

2

15

Nos.

30.00

20

8.47

Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm) ,90mm height (from bottom of shank to the top of stud) with detachable battery.

4

Nos.

4.00

21

8.51

RPM: Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification.

10

Nos.

10.00

Sl. Item No. No. 22 16.28 Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface.

Unit 0.82

2

2

0.7+1.0 2

1

0.25 2.345

Qty for 2Lane sqm 0.41 sqm 3.99

9.94

sqm

9.94

sqm Each

14.34 87

Total-

23

16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers.

52.42 0.6

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for existing Br no: 259/2, Ch-258380 Item No.

Total Quantity 4

Rate in Rs. 5

730.30

54.00

39,437.00

47.82

6514.00

311,494.00

Cum

167.76

9030.00

1,514,873.00

tonne

15.02

73279.00

1,100,669.00

Cum

67.68

8120.00

549,562.00

Cum

57.80

9169.00

529,950.00

Particulars/Descrption of items

Unit

2

3

1

Amount (Rs.) 6

Foundation 1/12.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I. Ordinary Soil B. Mechanical means (II) With dewatering (i) upto 3m depth Cum 2/12.8 Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 Cum H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump 3/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications. (A) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Substructure 4/13.5 Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 B. PCC Grade M20 a) Height up to 5.0 m H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Pump 5/13.6 Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

Item No. 1

Total Rate in Quantity Rs. 2 3 4 5 (i) TMT Corrosion Resistant Steel (CRS) reinforcement Tonne 11.94 73343.00 bar of Fe-500 N/mm2 Super Structure Particulars/Descrption of items

Unit

Amount (Rs.) 6 875,971.00

6/14.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B.'RCC Grade M25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m 7/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 8/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. 9/8.4

Cum

87.14

10591.00

922,900.00

MT

6.08

77554.00

471,219.00

metre

24.00

1640.00

39,360.00

metre

24.00

558.00

13,392.00

metre

24.00

317.00

7,608.00

metre

24.00

17.00

408.00

17.28 152.49

5200.00 12993.00

89,856.00 1,981,303.00

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (v) 80cmm x 45 cm rectangular

9/14.4 Providing and laying Cement concrete wearing coat M- m3 30 grade including reinforcement complete as per drawing and Technical Specifications.

3

Total Quantity 4

Rate in Rs. 5

metre metre

35.88 35.88

4170.00 1475.00

149,620.00 52,923.00

metre

17.94

2044.00

36,670.00

Cum Cum,

28.80 14.40

12025.00 5498.00

346,320.00 79,172.00

Each

2.00

10197.00

20,394.00

RM

53.82

160.00

8,612.00

Cum

303.84

1524.00

463,053.00

18/13.8 Providing weep holes in brick mansonry/plain/reinforced Each concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification

40.00

204.00

8,160.00

Item No.

Particulars/Descrption of items

1 2 10/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete 11/Analy HAND RAIL sis Rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the Engineer- in-charge. Management shall be made for the length of the pipe only. (Rate from Annexure-I) 12/14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 13/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 14/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 15/14.9 Drainage Spouts complete as per drawing and Technical specification. 16/14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.) (B) For RCC Railing 17/13.9 Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification. (A) Granular material

Unit

Amount (Rs.) 6

Item No.

Particulars/Descrption of items

1 2 19/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud 20/8.51 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Protection work 21/15.10 Curtain wall complete as per drawing and Technical specification A. Stone masonry in cement mortar (1:3) B. Cement concrete Grade M15 22/15.11 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 23/15.9 Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works

Unit 3

Each Each Each

Total Quantity 4

Rate in Rs. 5

4.00

3500.00 3400.00 298.00

13,600.00 0.00

Amount (Rs.) 6

Cum Cum Cum

49.39 112.32

4333.00 7046.00 1485.00

0.00 348,002.00 166,796.00

Cum

107.16

1679.00

179,922.00

Total- 10,321,246.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Quantity Calculation fo Br No.259/2,Ch-258380 Sl. Item no. No

1

12.1

Unit Earth work or foundation of structures as per drawings & technical specification including setting out.

2 2

9.94 0.25 0.25

12 9.94 12

3.15 1.5 1.5

m m3 m3

3

375.73 7.46 9.00

16.64

9 0.45 2.66

0.75 9.94 0.45

m3 3 m m3

112.32 67.10 31.82

16.64 16.64

1.85 1.5

2.5 2 Total =

m3 3 m

76.96 49.92 730.30

11.5

9.44 2.3

0.15 0.15

m

0.15

9.94

15 2 16.64+9.94 2

2

12.8

Qty for 2Lane

PCC M-15 = 2 16.64+9.94

3

0.00 16.28 9.17

2

15

3

12.8

RCC M35(open foundation)

5

12.40

13.5

m3

0.00

m3 m3 m3

119.28 9.00 7.08 32.40 167.76

2 2 2

12 0.25 0.25 3

1 1.5 1.5 1.2

9.94 12 9.44 4.5 Total=

2 2

12.94 80

80 15 100

kg kg 32.4 kg Total = kg Total = Tonne

0.82 0.7

Abutment

2 2 2

0.25 12 2.12

12 0.225 12

m3 m3 3 m

4.92 3.78 43.25

M/wall

2

3

3

m3

5.85

m/wall

4

Total=

22.37 47.82

Reinforcement in foundation = 25 mm dia 16 mm dia m/wall

Substructure (M35) RCC Dirt wall Abutment cap

0.7+1.0 2 0.2+0.45 2

Total= 6

7

13.5

13.6

Substructure (M20) PCC Wing wallReinforcement in substuctureDirt wall = 12 mm dia 12 mm dia

1

2 2

6 0.95

26.55 2

67.68

86.00

7987.65 3792.59 3240.00 15020.25 15.02

57.80

m3

67.68

kg kg

283.20 290.49

Sl. Item no. No

Unit Abutment cap =

12 12

mm dia mm dia

2 2

10 1.85

13.5 86

Abutment =

25 12 12

mm dia mm dia mm dia

2 2 2

2 15 15 m/wall

100 27.3 100 100

kg kg

Furnished and placing reinforcement/Prestressed cement concrete in Superstructure M25 as per drawing and Technical Specifications. Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specification.

1

kg kg 1 kg 5.85 kg Total = kg Total = Tonne 87.14 m3

1

6.076

MT

6.08

Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered For RCC Railing

2

12

Nos.

24.00

2

17.94

m

35.88

1

17.94

m

17.94

3

17.94

m2

53.82

14.4

Providing and laying Cement concrete Wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.

8.50

17.94

m3

152.49

15

14.9

Drainage Spouts complete as per drawing and Technical specification.

1

2

Nos.

16

13.9

12

4.00

3.165

m3

303.84

17

14.11

Back filling behind Abutment ,Wing 2 wall and Return Wall complete as per drawing and technical specification with Granular Material. Reinforced cement concrete 2 approach slab including reinforcement and formwork complete as per drawing and Technical

0.3

4.00

12

m3

28.80

8

14.1

9

14.2

10

14.18

11

8.22

12

14.7

13

14.16

14

4.45

Qty for 2Lane 240.00 282.84 6867.28 728.00 2666.67 585.00 11943.48 11.94 87.14

2.00

Sl. Item no. No

Unit 4.00

12

m3

Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P. Solar India Ltd. Of siz(125mmx125mm),90mm height(frombottom of shank to the top of stud)with detachable battery.

1

40

Nos.

40.00

2

2

Nos.

4.00

Stone apron Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Sign board : Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3 Flore apron :Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works. Curtain wall complete as per drawing and Technical specification.

1

112.32

m

3

112.32

1

17.28

m2

17.28

1

107.16

m3

107.16

1

49.39

m

3

49.39

2

17.94

m

18

14.10

PCC M15 grade levelling course below approach slab complete as per drawing and technical specification

19

13.8

20

8.47

21

15.11

22

8.4

23

15.9

24

15.10

25 Analysis HAND RAIL rate

Qty for 2Lane 14.40

2

0.15

35.88

Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc.

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for Repairing of existing Br no-259/3 ,Ch-258590 m

3

Total Quantity 4

Rate in Rs. 5

Cm Cm

92.14 352.71

356.00 573.00

32,802.00 202,102.00

Cum

419.50

54.00

22,653.00

A.PCC Grade M15 H.RCC Grade M35

Cum

15.11

6514.00

98,424.00

(II) Using Batching plant Transit mixer and concrete pump

Cum

151.10

9030.00

1,364,388.00

tonne

15.11

73279.00

1,107,210.00

Item No.

Particulars/Descrption of items

Unit

1 1/2.4

2 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) II) By Mechanical Means (a) Cement concrete grade M-15 & M-20 Wing wall(b) Prestressed/ Reinforced cement grade M20 & above. Foundation

2/12.1

Amount (Rs.) 6

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I.Ordinary Soil B.Mechanical means (II) With dewatering

3/12.8

(i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999.

4/12.40

Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2

3

Total Quantity 4

Rate in Rs. 5

Cum

61.51

9169.00

564,008.00

Tonne

6.15

73343.00

451,133.00

Cum

80.93

10591.00

857,172.00

tonne

6.47

77554.00

502,141.00

metre

48.00

1640.00

78,720.00

metre

48.00

558.00

26,784.00

Item No.

Particulars/Descrption of items

Unit

1

2 Substructure Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999

5/13.5

6/13.6

7/14.1

8/14.2

9/14.18

H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Pump. Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Super Structure Furnished and placing reinforcement/Prestressed cement concrete in superstructure as per drawing and Technical Specifications. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B. RCC GRADE M 25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

Amount (Rs.) 6

3 metre

Total Quantity 4 48.00

Rate in Rs. 5 317.00

metre

48.00

17.00

816.00

metre metre

73.56 36.78

4170.00 2044.00

306,746.00 75,179.00

Cum

27.60

12025.00

331,890.00

Cum

27.60

5498.00

151,745.00

Each

6.00

10197.00

61,182.00

Each

30.00

204.00

6,120.00

Item No.

Particulars/Descrption of items

Unit

1

2 (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete Construction of RCC railing of M30 Grade insitu with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.

10/8.22

11/14.7

Amount (Rs.) 6 15,216.00

12/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 13/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 14/14.9 Drainage Spouts complete as per drawing and Technical specification 15/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification

3

Total Quantity 4

Rate in Rs. 5

Each Each Each

4.00 18.00

3500.00 3400.00 298.00

13,600.00 5,364.00

Sqm

215.85

78.00

16,837.00

metre

34.00

3628.00

123,352.00

Sqm

244.63

59.00

14,434.00

Sqm

62.65

614.00

38,469.00

Each Each Each Each

68.10 68.10 68.10 68.10

500.00 700.00 750.00 800.00

34,053.00 47,673.00 51,079.00 54,484.00 6,655,776.00

Item No.

Particulars/Descrption of items

Unit

1 16/8.47

2 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.)

17/8.51

18/16.1

19/16.17 Replacement of Expansion Joints complete as per

Amount (Rs.) 6

drawings.

20/16.2

Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 21/16.28 (A)'Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after 22/16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers. a)12 mm dia re-bar fastners 25% of 272 b)16 mm dia re-bar fastners 25% of 272 C)20 mm dia re-bar fastners 25% of 272 d)25 mm dia re-bar fastners 25% of 272

Total-

Executive Engineer, PWD Nagaon NH Division, Nagaon

Item No.

Particulars/Descrption of items

Unit

1

2

3

Total Rate in Amount (Rs.) Quantity Rs. 4 Executive 5 Engineer, PWD 6 Nagaon NH Division, Nagaon

Repairing Quantity Calculation for Br No.259/3 Ch-258590 m Sl.No 1

Item No. 2.4

Unit Qty for 2Lane Dismantling (M20):(ii) (A) Cement concrete grade M-15 & M-20. Wing Wall2 (B) Prestressed/ Reinforced cement grade M-20 & above. Post 2 0.275 0.25 0.9 Rail2 2 0.2 0.175 Kerb2 0.5 0.2 Slab3 0.82 9.4 Dirt wall2 0.82 0.25 Abut/Pier2 0.7+1.5 2 4.5

2 Raft-

2

12.1

Earth work in or foundation of structures as per drawings & technical specification including setting out.(Upto 3m)-

2

1 28.78

4.541 1.5

28.78 3.5

3.5 3.65

3

12.8

PCC M15-

28.78

3.5

4

12.8

RCC M35 (open foundation)-

28.78

3.5

5

12.40 Reinforcement in foundation-

6

13.5

Substructure(M35)-

7

13.6

Reinforcement in Substructure-

8

14.1

Superstructure RCC (M25)-

9

14.2

Reinforcement in Superstructure-

10

14.9 Drainage Spouts complete as per drawing and Technical specification. 14.18 Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. 14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.

11

12

13

151.095

46.07

Cm

92.14

20 31.55 36.78 3.95 3.95 3.95

Cm Cm Cm Cm Cm Cm

2.48 4.42 7.36 91.34 1.62 39.11

3.95 3.95 Total= 3.15 4.0

Cm Cm Cm 3 m 3 m

35.87 170.52 352.71 317.30 102.20

Total= 0.15 Total= 1.5 Total= 100 Total= Total=

m3 m3

2

0.7+1.5 2

3.15

4.541

2 2

1.00

4.541 3.5

3.15 0.82 Total= 100 Total= Total= 0.82 Total= 80 Total= Total= 2

0.25

61.51

3

3.5

9.4 80.934

3

419.50 15.11 15.11 151.10 151.10 kg 15109.50 kg 15109.50 Tonne 15.11 31.47 m3

Nos.

28.61 1.44 61.51 6151.00 6151.00 6.15 80.93 80.93 6474.72 6474.72 6.5 6.00

m3 Kg Kg Tonne

m3 m3 Kg Kg Tonne

4 4 4 4

12 12 12 12

Nos. Nos. Nos. Nos.

48.00 48.00 48.00 48.00

2

11.5

4

0.3

m3

27.60

2

11.5

4

0.3

m3

27.60

Sl.No 14

15

16

17 18

19

Item No. 14.7

Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. 8.22 Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. 16.1 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.) 16.17 Replacement of Expansion Joints complete as per drawings. 16.2 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe,

20

8.47

Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm) ,90mm height (from bottom of shank to the top of stud) with detachable battery.

21

8.51

RPM: Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification.

22

16.28 Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface.

1

36.78

Unit Qty for 2Lane m 36.78

2

36.78

m

7.5

28.78

215.85

4

8.5

34.00

8.5

28.78

metre

244.63

2

15

Nos.

30.00

4

Nos.

4.00

18

Nos.

18.00

0.25 4.541

sqm sqm

0.41 9.99

4.541 1.5

sqm sqm

9.08 43.17

Total- sqm

62.65

0.82

2

2

0.7+1.5 2

2

1 28.78

73.56

Sl.No

Item No.

23

16.53

Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers.

Unit Qty for 2Lane 163.45 Each 272 0.6

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for existing Br no : 259/3 , Ch-258590 Item No.

3

Total Quantity 4

Rate in Rs. 5

Cum

2221.38

54.00

119,955.00

Cum

248.18

6514.00

1,616,649.00

Cum

580.65

9030.00

5,243,270.00

tonne

61.57

73279.00

4,511,428.00

Cum

194.89

8120.00

1,582,507.00

Cum

242.08

9169.00

2,219,617.00

Particulars/Descrption of items

Unit

2

1

Amount (Rs.) 6

Foundation 1/12.1

2/12.8

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I. Ordinary Soil B. Mechanical means (II) With dewatering (i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35

(II) Using Batching plant Transit mixer and concrete pump 3/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications. (A) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Substructure 4/13.5 Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 B. PCC Grade M20 a) Height up to 5.0 m H. RCC Grade M 35

5/13.6

a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Pump Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications

Item No. 1

Particulars/Descrption of items

Total Quantity 4

Rate in Rs. 5

45.96

73343.00

3,370,806.00

Cum

261.42

10591.00

2,768,700.00

MT

18.23

77554.00

1,413,655.00

metre

48.00

1640.00

78,720.00

metre

48.00

558.00

26,784.00

metre

48.00

317.00

15,216.00

metre

48.00

17.00

816.00

17.28

5200.00

89,856.00

Unit

2 3 (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) Tonne reinforcement bar of Fe-500 N/mm2 Super Structure

Amount (Rs.) 6

6/14.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B.'RCC Grade M25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m 7/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in superstructure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 8/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. Retro reflectorised Traffic sign: 9/8.4 Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (v) 80cmm x 45 cm rectangular

Item No.

Particulars/Descrption of items

Unit

1 2 3 10/14.4 Providing and laying Cement concrete wearing m3 coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. 11/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete 12/Analy HAND RAIL sis Rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the Engineer- in-charge. Management shall be made for the length of the pipe only. (Rate from Annexure-I) 13/14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 14/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 15/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 16/14.9 Drainage Spouts complete as per drawing and Technical specification. 17/14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.) (B) For RCC Railing

Total Rate in Quantity Rs. 4 5 312.63 12993.00

Amount (Rs.) 6 4,062,002.00

metre metre

77.56 73.56

4170.00 1475.00

323,426.00 108,501.00

metre

36.78

2044.00

75,179.00

Cum Cum,

28.80 14.40

12025.00 5498.00

346,320.00 79,172.00

Each

6.00

10197.00

61,182.00

RM

110.34

160.00

17,655.00

Item No.

Particulars/Descrption of items

1 2 18/13.9 Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification. (A) Granular material 19/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification

3

Total Quantity 4

Rate in Rs. 5

Cum Each

514.66 40.00

1524.00 204.00

784,336.00 8,160.00

Each Each Each

4.00

3500.00 3400.00 298.00

13,600.00 0.00

Unit

Amount (Rs.) 6

20/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bidirectional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud 21/8.51 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Protection work 22/15.10 Curtain wall complete as per drawing and Technical

specification A. Stone masonry in cement mortar (1:3) B. Cement concrete Grade M15 23/15.11 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 24/15.9 Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works

Cum Cum Cum

119.25 271.21

4333.00 7046.00 1485.00

0.00 840,236.00 402,747.00

Cum

371.14

1679.00

623,145.00

Total-

30,803,640.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Quantity Calculation fo Br No.259/3,Ch-258590 Sl. No. 1

Item no. 12.1

Unit Qty for 2Lane Earth work or foundation of structures as per drawings & technical specification including setting out.

2 2 2

2

12.8

12 0.25 0.25 9 5.7

3.66 1.5 1.5 0.75 0.45

m3 m3 m3 3 m 3 m

1264.02 21.59 8.63 271.22 176.88

15 40.18 40.18

28.78 1.85 1.5

0.4 2.5 2 Total =

m m3 m3

3

172.68 185.83 120.54 2221.38

12 28.78

28.78 15 5.7

0.15 0.15 0.15

m3 m3 m3

0.00 51.80 64.76 117.92

1

13.7

m3

13.70

28.78 28.78 11.5 40.18 40.18+28.78 2

PCC M-15 =

2

28.78+40.18 2

c/wall

Total= 3

12.8

RCC M35(open foundation)

m/wall

4

12.40

Reinforcement in foundation = 28 mm dia 16 mm dia 12 mm dia 12

13.5

Substructure (M35) Dirt wall Abutment cap

Abutment Pier Cap Pier M/wall

0.00

m3 m3

518.04 9.00 21.21 32.40 580.65

2 2 2

1.5 1.5 1.5 3

2 2

160 192

31.28 13.5 544 10 100

32.4 kg 3240.00 Total = kg 61565.08 Total = Tonne 61.57

m/wall

5

m3 12 0.25 0.25 1.2

mm dia

2 2 2 2 2 2

0.82 0.7 0.7+1.5 2 0.225 4.316 0.2+0.45 2

28.78 12 28.28 4.5 Total=

248.18

3

m

2

kg kg kg

48441.52 8192.00 967.11

81.5

kg

724.44

12 12 4.316

0.25 0.225 12

m 3 m m3

3

4.92 3.78 113.94

12 12 5.36

1 1 3

m3 m3 3 m

5.40 103.58 10.45

Total= 6

13.5

Substructure (M20) PCC Wing wall-

1

194.89

242.08 m3

194.89

Sl. No. 7

Item no. 13.6

Unit Qty for 2Lane Reinforcement in substuctureDirt wall = 12 mm dia 12 mm dia

2 2

6 0.78

26.55 2

Abutment cap = 12 12

mm dia mm dia

2 2

10 1.85

13.5 86

Abutment =

28 12 12

mm dia mm dia mm dia

2 2

2 2 120

120 29 29

Pier Cap

12 12

mm dia mm dia

2 2

10 1.85

13.5 86

Pier

28 12 12

mm dia mm dia mm dia

2 2 2

2 29 80 m/wall

80 27.3 29 100

86

7.14 27.3 1.25

Kg Kg

283.20 238.51

Kg Kg

240.00 282.84

Kg Kg Kg

16585.96 1407.47 7733.33

Kg Kg

240.00 282.84

Furnished and placing reinforcement/Prestressed cement concrete in Superstructure M25 as per drawing and Technical Specifications. Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specification.

3

11057.30 1407.47 1.25 5155.56 10.45 1045.00 Total = 45959.48 Total = Tonne 45.96 3 87.14 261.42 m

3

6.076

MT

18.23

14.18

Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

4

12

Nos.

48.00

11

8.22

2

38.78

m

77.56

12

14.7

1

36.78

m

36.78

13

14.16

Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post Painting on concrete surface

3

36.78

m2

110.34

36.78

8.5

m3

312.63

2

3

Nos.

8

14.1

9

14.2

10

14

14.4

15

14.9

(Providing and applying 2 coats of water based cement paint to unplastered For RCC Railing Providing and laying Cement concrete Wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. Drainage Spouts complete as per drawing and Technical specification.

7.14

Kg Kg Kg Kg Kg

6

Sl. No. 16

Item no.

17

14.11

18

14.10

19

13.8

20

8.47

21

8.4

22

15.11

23

15.9

24

15.10

25

Analysis rate

13.9

Unit Qty for 2Lane 2

12

4.00

5.361

m3

514.66

2

0.3

4.00

12

m3

28.80

2

0.15

4.00

12

m3

14.40

Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe,

1

40

Nos.

40

Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P. Solar India Ltd. Of siz(125mmx125mm),90mm height(frombottom of shank to the top of stud)with detachable battery. Sign board : Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3 Stone apron Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Flore apron :Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works. Curtain wall complete as per drawing and Technical specification. HAND RAIL Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc.

2

2

Nos.

4

1

17.28

m2

17.28

1

271.21

m3

271.21

1

371.14

m3

371.14

1

119.25

m

3

119.25

2

36.78

m

73.56

Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification with Granular Material. Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. PCC M15 grade levelling course below approach slab complete as per drawing and technical specification

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for Repairing of existing Br no-260/1, Ch-259015 m

3

Total Quantity 4

Rate in Rs. 5

Cm Cm

64.12 199.50

356.00 573.00

22,827.00 114,312.00

Cum

262.93

54.00

14,199.00

Cum

11.21

6514.00

73,048.00

Cum

74.76

9030.00

675,083.00

7.48

73279.00

547,834.00

Item No.

Particulars/Descrption of items

Unit

1 1/2.4

2 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) II) By Mechanical Means (a) Cement concrete grade M-15 & M-20 Wing wall(b) Prestressed/ Reinforced cement grade M-20 & above. Foundation

2/12.1

Amount (Rs.) 6

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I.Ordinary Soil B.Mechanical means (II) With dewatering

3/12.8

4/12.40

5/13.5

(i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump Reinforcement in Foundation: Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and technical specifications

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement tonne bar of Fe-500 N/mm2 Substructure Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 H. RCC Grade M 35 a) Height up to 5.0 m

Item No. 1

6/13.6

7/14.1

8/14.2

9/14.18

10/8.22

Total Quantity 4 25.65

Rate in Rs. 5 9169.00

2.57

73343.00

188,125.00

65.52

10591.00

693,923.00

5.24

77554.00

406,508.00

36.00

1640.00

59,040.00

ii) 'Providing & fixing 20 mm thick compressible fibre metre board in expansion joint complete as per drawing & Technical Specification.

36.00

558.00

20,088.00

(iii)'Providing and fixing in position 20 mm thick metre premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per metre drawings and technical specifications with coarse sand and 6% bitumen by weight. Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete metre

36.00

317.00

11,412.00

36.00

17.00

612.00

58.72

4170.00

244,863.00

Particulars/Descrption of items

Unit

2 3 Case – II : With Batching plant, Transit Mixer and Cum concrete Pump. Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement Tonne bar of Fe-500 N/mm2 Super Structure Furnished and placing reinforcement/Prestressed cement concrete in superstructure as per drawing and Technical Specifications. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B. RCC GRADE M 25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m Cum Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement tonne bar of Fe-500 N/mm2 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate metre in expansion joint complete as per drawing & Technical Specification.

Amount (Rs.) 6 235,210.00

Item No.

Particulars/Descrption of items

Total Quantity 4 29.36

Rate in Rs. 5 2044.00

27.60 27.60

12025.00 5498.00

331,890.00 151,745.00

4.00

10197.00

40,788.00

40.00

204.00

8,160.00

4.00 14.00

3500.00 3400.00 298.00

13,600.00 4,172.00

160.20

78.00

12,496.00

25.50

3628.00

92,514.00

Sqm

181.56

59.00

10,713.00

Sqm

29.45

614.00

18,085.00

Unit

1 11/14.7

2 3 Construction of RCC railing of M30 Grade in-situ with metre 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 12/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar Cum 13/14.10 PCC M15 grade levelling course below approach slab Cum complete as per drawing and technical specification 14/14.9 Drainage Spouts complete as per drawing and Each Technical specification 15/13.8 Providing weep holes in brick mansonry/plain/reinforced Each concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud Each b) Uni-directional Stud Each 17/8.51 Providing relfective pavement marker with Micro Each prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. 18/16.1 Removal of existing cement concrete wearing coat Sqm including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.) 19/16.17 Replacement of Expansion Joints complete as per drawings. metre

Amount (Rs.) 6 60,012.00

16/8.47

20/16.2

Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 21/16.28 (A)'Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned

Item No.

Particulars/Descrption of items

1 2 22/16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers. a)12 mm dia re-bar fastners 25% of 190 b)16 mm dia re-bar fastners 25% of 190 C)20 mm dia re-bar fastners 25% of 190 d)25 mm dia re-bar fastners 25% of 190

3

Total Quantity 4

Rate in Rs. 5

Each Each Each Each

47.43 47.43 47.43 47.43

500.00 700.00 750.00 800.00

Unit

Amount (Rs.) 6

23,715.00 33,201.00 35,572.00 37,944.00 Total- 4,181,691.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Repairing Quantity Calculation for Br.no-260/1,Ch-259015 m Sl. No. 1

Item No. 2.4 Dismantling (M20):(ii) (A) Cement concrete grade M-15 & M-20 Wing Wall2

32.06

Cm

64.12

(B) Prestressed/ Reinforced cement grade M-20 & above Post 2 0.275 0.25 0.9 Rail2 2 0.2 0.175 Kerb2 0.5 0.2 Slab2 10.4 0.9 Dirt wall2 0.9 0.25 Abut/Pier2 3.95 0.7+1.0 2

16 24.96 29.36 3.95 3.95 2.831

Cm Cm Cm Cm Cm Cm

1.98 3.49 5.87 73.94 1.78 19.01

2.831 3.85 Total= 2.15 4.0

Cm Cm Cm

11.18 82.24 199.50 160.73 102.20

Total= 0.15 Total= 1 Total= 100 Total= Total=

m3 m3

1 Raft-

2

12.1 Earth work in or foundation of structures as per drawings & technical specification including setting out.(Upto 3m)-

2

1 21.36

3.95 1

21.36 3.5

3.5 3.65

3

12.8 PCC M15-

21.36

3.5

4

12.8 RCC M35 (open foundation)-

21.36

3.5

5

12.40 Reinforcement in foundation-

6

7

13.5

Substructure(M35)-

2

0.7+1.0 2

3.15

2.831

1 2

1.00

3.15 3.5

2.83 0.90 Total= 100 Total= Total= 3.5 Total= 80 Total= Total= 2

0.25

13.6 Reinforcement in Substructure-

8

14.1 Superstructure RCC (M25)-

9

14.2 Reinforcement in Superstructure-

10

74.76

Unit

25.65

2

0.9

10.4 65.52

14.9 Drainage Spouts complete as

2

m3 m3

kg kg Tonne

m3

Qty for 2Lane

262.93 11.21 11.21 74.76 74.76 7476.00 7476.00 7.48 15.16

Nos.

8.92 1.58 25.65 2565.00 2565.00 2.57 65.52 65.52 5241.60 5241.60 5.24 4.00

m3 Kg Kg Tonne

m3 m3 Kg Kg Tonne

per drawing and Technical specification.

11

12

14.18 Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. 14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification

2

11.5

3 3 3 3

12 12 12 12

Nos. Nos. Nos. Nos.

36.00 36.00 36.00 36.00

4

0.3

m3

27.60

Sl. Item No. No. 13 14.11 Reinforced cement concrete

Unit 2

11.5

Qty for 2Lane 27.60

4

0.3

m3

1

29.36

m

29.36

2

29.36

m

58.72

7.5

21.36

160.20

3

8.5

25.50

8.5

21.36

metre

181.56

2

20

Nos.

40.00

4

Nos.

4.00

14

Nos.

14.00

approach slab including reinforcement and formwork complete as per drawing and Technical specification.

14

15

16

17

18

19

20

14.7 Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. 8.22 Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. 16.1 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.) 16.17 Replacement of Expansion Joints complete as per drawings. 16.2 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe,

8.47 Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm) ,90mm height (from bottom of shank to the top of stud) with detachable battery.

21

8.51 RPM: Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification.

Sl. Item No. No. 22 16.28 Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface.

23

16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers.

Unit 0.9

2

2

0.7+1.0 2

1

1 21.36

0.25 2.831

sqm sqm

Qty for 2Lane 0.45 4.81

2.831 1

sqm sqm

2.83 21.36

Total- sqm 113.83 Each 0.6

29.45 190

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for existing Br no: 260/1,Ch-259015 Item No. 1

Particulars/Descrption of items

Unit

2

3

Total Quantity 4

Rate in Rs. 5

1473.56

54.00

79,573.00

130.64

6514.00

850,989.00

441.90

9030.00

3,990,357.00

29.14

73279.00

2,135,459.00

79.76

8120.00

647,652.00

101.13

9169.00

927,270.00

Amount (Rs.) 6

Foundation 1/12.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I. Ordinary Soil B. Mechanical means (II) With dewatering (i) upto 3m depth Cum 2/12.8 Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 Cum H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump

Cum

3/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications. (A) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement tonne bar of Fe-500 N/mm2 Substructure 4/13.5 Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 B. PCC Grade M20 a) Height up to 5.0 m Cum H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and Cum concrete Pump 5/13.6 Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

Item No. 1

Total Rate in Amount (Rs.) Quantity Rs. 2 3 4 5 6 (i) TMT Corrosion Resistant Steel (CRS) reinforcement Tonne 26.47 73343.00 1,941,433.00 bar of Fe-500 N/mm2 Super Structure Particulars/Descrption of items

Unit

6/14.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B.'RCC Grade M25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m 7/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 8/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. 9/8.4

Cum

212.80

10591.00

2,253,765.00

MT

14.09

77554.00

1,093,047.00

metre

36.00

1640.00

59,040.00

metre

36.00

558.00

20,088.00

metre

36.00

317.00

11,412.00

metre

36.00

17.00

612.00

17.28 249.56

5200.00 12993.00

89,856.00 3,242,534.00

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (v) 80cmm x 45 cm rectangular

10/14.4 Providing and laying Cement concrete wearing coat M- m3 30 grade including reinforcement complete as per drawing and Technical Specifications.

Item Particulars/Descrption of items No. 1 2 11/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. (i) 'M 20 grade concrete 12/Anal HAND RAIL ysis Providing and fixing hand rail over the crash barrier Rate consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the Engineer- in-charge. Management shall be made for the length of the pipe only. (Rate from Annexure-I) 13/14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 14/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 15/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 16/14.9 Drainage Spouts complete as per drawing and Technical specification. 17/14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.) (B) For RCC Railing 18/13.9 Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification.

3

Total Quantity 4

Rate in Rs. 5

metre metre

58.72 58.72

4170.00 1475.00

244,863.00 86,612.00

metre

29.36

2044.00

60,012.00

Cum Cum,

28.80 14.40

12025.00 5498.00

346,320.00 79,172.00

Each

4.00

10197.00

40,788.00

RM

88.08

160.00

14,093.00

358.08 30.00

1524.00 204.00

545,714.00 6,120.00

Unit

(A) Granular material Cum 19/13.8 Providing weep holes in brick mansonry/plain/reinforced Each concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification

Amount (Rs.) 6

Item Particulars/Descrption of items No. 1 2 20/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud 21/8.51 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Protection work 22/15.10 Curtain wall complete as per drawing and Technical specification A. Stone masonry in cement mortar (1:3) B. Cement concrete Grade M15 23/15.11 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 24/15.9 Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works

Unit 3

Each Each Each

Total Quantity 4

Rate in Rs. 5

4.00

3500.00 3400.00 298.00

13,600.00 0.00

Amount (Rs.) 6

Cum Cum Cum

87.14 198.18

4333.00 7046.00 1485.00

0.00 613,989.00 294,298.00

Cum

235.47

1679.00

395,355.00

Total- 20,084,023.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Quantity Calculation fo Br No. 260/1 Ch- 259015 m Sl. Item no. No. 1 12.1 Earth work or foundation

Unit

of structures as per drawings & technical specification including setting out.

2 2 2

2

12.8

12 0.25 0.25 9 4

3.15 1.5 1.5 0.75 0.45

m m3 m3 3 m m3

3

807.41 16.02 8.63 198.18 91.30

15 29.36 29.36

21.36 1.85 1.5

0.4 2.5 2 Total =

m3 3 m m3 m3

128.16 135.79 88.08 1473.56

12 21.36

21.36 15 4

0.15 0.15 0.15

m3 m3 m3

38.45 48.06 30.43

1

13.7

m3

13.70

3

130.64

m3

0.00

m3 m3 3 m m3

384.48 9.00 16.02 32.40 441.90

17870.37 6613.33 791.11 626.67

21.36 21.36 11.5 29.36 29.36+21.36 2

PCC M-15

2 29.36+21.36 2

c/wall

Total= m 3

12.8

RCC M35(open foundation)

M/wall

4

12.40

Reinforcement in foundation = 25 mm dia 16 mm dia 12 mm dia 12

2 2 2

12 0.25 0.25 1.2

1.5 1.5 1.5 3.00

2 2

100 155

23.16 13.5 445

2

kg kg kg

10

70.5

kg

100

32.4 kg 3240.00 Total = kg 29141.48 Total = Tonne 29.14

mm dia

m/wall

5

13.5

Qty for 2Lane

Substructure (M35) Dirt wall Abutment cap

Abutment

2 2 2

Pier cap Pier

0

M/wall

2

0.9 0.225 0.7+1.0 2 0.9 1

0.2+0.45 2

21.36 12 21.36 4.5 Total=

0.25 12 2.606

12 0.7 12

m 3 m m3

3

5.40 3.78 53.16

0.225 2.606

12 12

0.24 31.27

3.73

3

m3 m3 3 m m3

Total=

7.27 101.13

Sl. Item no. No. 6

7

13.5

13.6

Unit

Substructure (M20) PCC Wing wallReinforcement in substuctureDirt wall 12 mm dia 12 mm dia

14.1

9

14.2

10

14.18

11

8.22

12

14.7

13

14.16

14

14.4

15

14.9

2 2

6 0.78

26.55 2

79.76 m3

79.76

kg kg

283.20 238.51

kg kg

240.00 282.84

kg kg kg

7486.11 4756.27 3920.00

86

Abutment cap

12 12

mm dia mm dia

2 2

10 1.85

13.5 86

Abutment

25 12 12

mm dia mm dia mm dia

2 2 2

2 98 98

98 27.3 18

4.95

25 12 12

mm dia mm dia mm dia

2 2 2

98 18 98 m/wall

4.95 27.3 18 100

kg 3743.06 kg 873.60 1.25 kg 3920.00 7.27 kg 727.00 Total = kg 26470.58 Total = Tonne 26.47

Pier

8

1

Qty for 2Lane

Furnished and placing reinforcement/Prestressed cement concrete in Superstructure M25 as per drawing and Technical Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered For RCC Railing Providing and laying Cement concrete Wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. Drainage Spouts complete as per drawing and Technical specification.

1.25

2

106.40 m3

2

7.047

3

12

2

212.80

MT

14.09

Nos.

36.00

29.36

m

58.72

1

29.36

m

29.36

3

29.36

m

2

88.08

8.50

29.36

m3

249.56

2

2

Nos.

4

Sl. Item no. No. 16 13.9 Back filling behind Abutment ,Wing

17

14.11

18

14.10

19

13.8

20

21

22

23

24 25

wall and Return Wall complete as per drawing and technical specification with Granular Material. Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical PCC M15 grade levelling course below approach slab complete as per drawing and technical specification

Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, 8.47 Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P. Solar India Ltd. Of siz(125mmx125mm),90mm Sign board : Retro reflectorised 8.4 Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per 15.11 Stone apron Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg 15.9 Flore apron :Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works. 15.10 Curtain wall complete as per drawing and Technical specification. Analysis HAND RAIL rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts,

Unit

Qty for 2Lane 358.08

2

12

4.00

3.73

m3

2

0.3

4.00

12

m

3

28.80

2

0.15

4.00

12

m

3

14.40

6

5

Nos.

30

2

2

Nos.

4

1

17.28

1

198.18 m3

198.18

1

235.47 m3

235.47

1

87.14

m3

87.14

2

29.36

m

58.72

17.28

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for Repairing of existing Br no-260/2, Ch-259230 m

3

Total Quantity 4

Rate in Rs. 5

Cm Cm

100.76 207.60

356.00 573.00

35,871.00 118,954.00

Cum

386.49

54.00

20,871.00

Cum

8.57

6514.00

55,851.00

Cum

80.64

9030.00

728,180.00

8.06

73279.00

590,922.00

Item No.

Particulars/Descrption of items

Unit

1 1/2.4

2 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) II) By Mechanical Means (a) Cement concrete grade M-15 & M-20 Wing wall(b) Prestressed/ Reinforced cement grade M-20 & above. Foundation

Amount (Rs.) 6

2/12.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I.Ordinary Soil B.Mechanical means (II) With dewatering

(i) upto 3m depth 3/12.8 Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump 4/12.40 Reinforcement in Foundation: Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and technical specifications

5/13.5

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement tonne bar of Fe-500 N/mm2 Substructure Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 H. RCC Grade M 35

3

Total Quantity 4

Rate in Rs. 5

Cum

61.62

9169.00

564,971.00

Tonne

6.16

73343.00

451,867.00

Cum

33.15

10591.00

351,113.00

tonne

2.69

77554.00

208,900.00

metre

36.00

1640.00

59,040.00

metre

36.00

558.00

20,088.00

metre

36.00

317.00

11,412.00

metre

36.00

17.00

612.00

Item No.

Particulars/Descrption of items

Unit

1

2 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Pump. Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Super Structure Furnished and placing reinforcement/Prestressed cement concrete in superstructure as per drawing and Technical Specifications. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B. RCC GRADE M 25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.

6/13.6

7/14.1

8/14.2

9/14.18

Amount (Rs.) 6

Total Quantity 4

Rate in Rs. 5

46.72

4170.00

194,823.00

11/14.7 Construction of RCC railing of M30 Grade in-situ with 20 metre mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 12/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar Cum 13/14.10 PCC M15 grade levelling course below approach slab Cum complete as per drawing and technical specification

23.36

2044.00

47,748.00

27.60 27.60

12025.00 5498.00

331,890.00 151,745.00

14/14.9 Drainage Spouts complete as per drawing and Technical specification 15/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification

Each

4.00

10197.00

40,788.00

Each

50.00

204.00

10,200.00

Each Each Each

4.00 15.00

3500.00 3400.00 298.00

13,600.00 4,470.00

Item No.

Particulars/Descrption of items

Unit

1 2 3 10/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete metre

16/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud 17/8.51 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Amount (Rs.) 6

Item No.

Particulars/Descrption of items

1 2 18/16.1 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.) 19/16.17 Replacement of Expansion Joints complete as per drawings. 20/16.2 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 21/16.28 (A)'Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned 22/16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers. a)12 mm dia re-bar fastners 25% of 192 b)16 mm dia re-bar fastners 25% of 192 C)20 mm dia re-bar fastners 25% of 192 d)25 mm dia re-bar fastners 25% of 192

3 Sqm

Total Quantity 4 115.20

Rate in Rs. 5 78.00

metre

25.50

3628.00

92,514.00

Sqm

130.56

59.00

7,704.00

Sqm

52.65

614.00

32,325.00

Each Each Each Each

47.93 47.93 47.93 47.93

500.00 700.00 750.00 800.00

23,967.00 33,554.00 35,950.00 38,347.00 4,287,263.00

Unit

Total-

Amount (Rs.) 6 8,986.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Repairing Quantity Calculation for Br.no :260/2 ,Ch-259230 m Sl. Item No. No. 1 2.4 Dismantling (M20):(ii) (A) Cement concrete grade M-15 & M-20 Wing Wall(B) Prestressed/ Reinforced cement grade M-20 & above Post 2 0.275 0.25 Rail2 2 0.2 Kerb2 0.5 Slab0.65 2 Dirt wall0.25 2 Abut/Pier0.7+1.5 2

1 Raft-

2

12.1 Earth work in or foundation of structures as per drawings & technical specification including setting out.(Upto 3m)-

2

Unit Qty for 2Lane 2

50.38

Cm

100.76

0.9 0.175 0.2 7.4 0.65 5.4

13 19.785 23.36 3.95 3.95 3.95

Cm Cm Cm Cm Cm Cm

1.61 2.77 4.67 38.00 1.28 46.93

3.95 1.5 Total= 3.95 4.0

Cm Cm Cm m3 m3

21.33 91.01 207.60 214.29 172.20

Total= 0.15 Total= 1.5 Total= 100 Total= Total=

m3 m3

386.49 8.57 8.57 80.64 80.64 8064.00 8064.00 8.06 41.58

2 1 15.36

5.4 3.95

15.5 3.5

3.5 6.15

3

12.8 PCC M15-

15.66

3.65

4

12.8 RCC M35 (open foundation)-

15.36

3.5

5

12.40 Reinforcement in foundation-

6

13.5 Substructure(M35)-

80.64

2

0.7+1.5 2

3.5

5.4

3.5 3.5

12 12 12 12 0.3

Nos. Nos. Nos. Nos. m3

36.00 36.00 36.00 36.00 27.60

0.3

m3

27.60

14.1 Superstructure RCC (M25)-

9

14.2 Reinforcement in Superstructure-

33.67

10

14.9 Drainage Spouts complete as per

2

7

0.65

13.6 Reinforcement in Substructure-

61.61

2

3.5

drawing and Technical specification. 11 14.18 Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

12 14.10 PCC M15 grade levelling course

7.4

2

11.5

3 3 3 3 4

2

11.5

4

m3

Nos.

8

2

Tonne

18.90 1.14 61.62 6161.00 6161.00 6.16 33.15 33.15 2693.60 2693.60 2.69 4.00

5.40 0.25 Total= 100 Total= Total= 0.64 Total= 80 Total= Total= 2

1.00

kg kg

m3 Kg Kg Tonne

m3 m3 Kg Kg Tonne

below approach slab complete as per drawing and technical specification

13 14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.

Sl. Item No. No. 14 14.7 Construction of RCC Railing of M30

15

16

Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. 8.22 Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete.

16.1 Removal of existing cement concrete

wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.) 17 16.17 Replacement of Expansion Joints complete as per drawings. 18 16.2 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m.

19

20

21

13.8 Providing weep holes in brick

1

23.36

Unit Qty for 2Lane m 23.36

2

23.36

m

7.5

15.36

115.20

3

8.5

25.50

8.5

15.36

metre

130.56

2

25

Nos.

50.00

4

Nos.

4.00

15

Nos.

15.00

0.25 5.4

sqm sqm

0.33 11.88

5.4 23.36

sqm sqm

5.40 35.04

Total- sqm

52.65 192

mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, 8.47 Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm) ,90mm height (from bottom of shank to the top of stud) with detachable battery.

8.51 RPM: Providing relfective pavement

marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification. 22 16.28 Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface.

23 16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers.

2

0.65

2

0.7+1.5 2

1 1.5

115.04 Each 0.6

Executive Engineer, PWD Nagaon NH Division, Nagaon

46.72

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for existing Br no : 260/2, Ch-259230, Item No. 1

Particulars/Descrption of items

Unit

2

3

Total Rate in Quantity Rs. 4 5

Amount (Rs.) 6

Foundation 1/12.1

2/12.8

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I. Ordinary Soil B. Mechanical means (II) With dewatering (i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump

Cum

1127.00

54.00

60,858.00

Cum

118.09

6514.00

769,264.00

Cum

329.03

9030.00

2,971,096.00

38.23

73279.00 2,801,450.00

394.25

8120.00

3,201,310.00

222.07

9169.00

2,036,137.00

46.45

73343.00 3,406,448.00

3/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications. (A) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar tonne of Fe-500 N/mm2 Substructure 4/13.5 Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 B. PCC Grade M20 a) Height up to 5.0 m Cum H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Cum Pump 5/13.6 Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar Tonne of Fe-500 N/mm2

Item No.

Particulars/Descrption of items

Unit

2

3

1

Total Rate in Quantity Rs. 4 5

Amount (Rs.) 6

Super Structure 6/14.1

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B.'RCC Grade M25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m 7/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 8/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. Retro reflectorised Traffic sign: 9/8.4

Cum

107.02

MT

7.31

77554.00

567,230.00

metre

36.00

1640.00

59,040.00

metre

36.00

558.00

20,088.00

metre

36.00

317.00

11,412.00

metre

36.00

17.00

612.00

10591.00 1,133,449.00

Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (v) 80cmm x 45 cm rectangular

10/14.4 Providing and laying Cement concrete wearing coat M-30 m3 grade including reinforcement complete as per drawing and Technical Specifications.

17.28 198.56

5200.00 89,856.00 12993.00 2,579,891.00

Item No.

Particulars/Descrption of items

1 2 11/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.

Unit 3

Total Rate in Quantity Rs. 4 5

Amount (Rs.) 6

B. M 40 grade concrete metre 12/Analys HAND RAIL metre is Rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the Engineerin-charge. Management shall be made for the length of the pipe only. (Rate from Annexure-I)

46.72 46.72

4170.00 1475.00

194,823.00 68,912.00

13/14.7 Construction of RCC railing of M30 Grade in-situ with 20 metre mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 14/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar Cum 15/14.10 PCC M15 grade levelling course below approach slab Cum, complete as per drawing and technical specification 16/14.9 Drainage Spouts complete as per drawing and Technical Each specification. 17/14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.)

23.36

2044.00

47,748.00

28.80 14.40

12025.00 5498.00

346,320.00 79,172.00

4.00

10197.00

40,788.00

(B) For RCC Railing RM 18/13.9 Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification. (A) Granular material Cum 19/13.8 Providing weep holes in brick mansonry/plain/reinforced Each concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification

70.08

160.00

11,213.00

580.80 80.00

1524.00 204.00

885,140.00 16,320.00

Item No.

Particulars/Descrption of items

Unit

1 2 3 20/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures a) Bi-directional Stud Each b) Uni-directional Stud Each 21/8.51 Providing relfective pavement marker with Micro Each prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Total Rate in Quantity Rs. 4 5

4.00

Amount (Rs.) 6

3500.00 3400.00 298.00

13,600.00 0.00

Protection work 22/15.10 Curtain wall complete as per drawing and Technical

specification A. Stone masonry in cement mortar (1:3) B. Cement concrete Grade M15 23/15.11 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 24/15.9 Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works

Cum Cum Cum

83.34 189.54

4333.00 7046.00 1485.00

0.00 587,214.00 281,467.00

Cum

228.00

1679.00

382,812.00

Total- 22,663,670.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Quantity Calculation fo Br No.260/2 , Ch-259230 Sl. Item No no. 1. 12.1 Earth work or foundation of

Unit

structures as per drawings & technical specification including setting out.

2 2

12 0.25 0.25 9 6.36

2.65 1.5 1.5 0.75 0.45

m m3 m3 3 m m3

3

488.45 11.52 8.63 194.81 126.56

15 28.86 28.86

15.36 1.85 1.5

0.45 m3 3 2 m 2 m3 Total =

103.68 106.78 86.58 1127.00

12 15.36

15.36 15 6.36

0.15 0.15 0.15

m3 m3 m3

27.65 34.56 42.19

1

13.7

m3

13.70

15.36 15.36 11.5

28.86 2 28.86+15.36 2

2

12.8 PCC M-15

2 28.86+15.36 2

c/wall

Total= 3

12.8

12.40 Reinforcement in foundation = 25 mm dia 16 mm dia 12 mm dia 12

2 2 2

12 0.25 0.25 1.2

1.5 1.5 1.5 3

2 2

100 104

32.8 26 10 365

mm dia

m/wall

5

13.5 Substructure (M35) Dirt wall Abutment Pier cap Pier M/wall

1 1 2

13.5

Substructure (M20) PCC Wing wall-

0.65 0.7 0.7+1.5 2 0.225 1 0.2+0.45 2

m3 m3 3 m m3

276.48 9.00 11.15 32.40 329.03

54.72

kg kg kg

25308.64 8545.98 486.40

2

kg

648.89

15.36 12 14.86 4.5 Total=

100

2 2 2

Abutment cap

6

118.09 m3

RCC M35(open foundation)

m/wall

4

Qty for 2Lane

32.4 kg 3240.00 Total = kg 38229.91 Total = Tonne 38.23

12 12 5.175

0.25 0.225 12

m m3 3 m

3

3.90 3.78 136.62

1 5.175 6.65

12 12 3

m3 m3 3 m

2.70 62.10 12.97

1

Total=

222.07

394.25 m3

394.25

Sl. Item No no. 7. 13.6 Reinforcement in substuctureDirt wall 12 mm dia 12 mm dia

9

86

kg kg

283.20 238.51

2 2

10 1.85

13.5 86.00

kg kg

240.00 282.84

Pier cap

12 12

mm dia mm dia

2 2

10 1.85

13.5 86.00

kg kg

240.00 282.84

Abutment

32 12 12

mm dia mm dia mm dia

2 2 2

2 27.3 35

100 35 100

8.25

kg kg kg

20859.26 1698.67 8400.00

32 12 12

mm dia mm dia mm dia

2 2 2

60 27.3 35 m/wall

8.25 35 60 100

2

kg 6257.78 kg 1698.67 1.25 kg 4666.67 12.97 kg 1297.00 Total = kg 46445.43 Total = Tonne 46.45 53.51 m3 107.02

2

3.657

3

12

2

reinforcement/Prestressed cement concrete in Superstructure M25 as per drawing and Technical Specifications. Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specification. thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete.

11

8.22

12

14.7 Construction of RCC Railing of M30

14

26.55 2

mm dia mm dia

10 14.18 Filler joint Providing & fixing 20 mm

13

6 0.78

12 12

14.1 Furnished and placing

14.2

2 2

Qty for 2Lane

Abutment cap

Pier

8

Unit

Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. 14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered For RCC Railing

14.4 Providing and laying Cement concrete Wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.

1.35

MT

7.31

Nos.

36.00

23.36

m

46.72

1

23.36

m

23.36

3

23.36

m

2

70.08

8.50

23.36

m3

198.56

Sl. Item No no. . 15 14.9 Drainage Spouts complete as per 16

13.9

drawing and Technical specification. Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification with Granular Material.

17 14.11 Reinforced cement concrete

18 14.10

19

13.8

20

8.47

21

8.4

22 15.11

23

15.9

24 15.10 25 Analysi s rate

Unit 2

2

Nos.

Qty for 2Lane 4

2

12

4.00

6.05

m

3

580.80

2

0.3

4.00

12

m3

28.80

0.15

4.00

12

m3

14.40

2

40

Nos.

80

2

2

Nos.

4

1

17.28

m2

17.28

1

189.54 m3

189.54

1

228.00 m3

228.00

1

83.34

m3

83.34

2

23.36

m

46.72

approach slab including reinforcement and formwork complete as per drawing and Technical specification. PCC M15 grade levelling course 2 below approach slab complete as per drawing and technical specification Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P. Solar India Ltd. Of siz(125mmx125mm),90mm height(frombottom shank to the top Sign board : Retroofreflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67apron madeFlexible of high intensity Stone Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Flore apron :Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works. Curtain wall complete as per drawing and Technical specification. HAND RAIL Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc.

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for Repairing of existing Br no- 260/4,Ch-259580

3

Total Quantity 4

Rate in Rs. 5

Cm Cm

42.58 128.52

356.00 573.00

15,159.00 73,644.00

(i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35

Cum

296.45

54.00

16,009.00

Cum

8.57

6514.00

55,851.00

(II) Using Batching plant Transit mixer and concrete pump

Cum

53.76

9030.00

485,453.00

tonne

5.38

73279.00

393,948.00

Item No.

Particulars/Descrption of items

Unit

1 1/2.4

2 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) II) By Mechanical Means (a) Cement concrete grade M-15 & M-20 Wing wall(b) Prestressed/ Reinforced cement grade M-20 & above. Foundation

2/12.1

Amount (Rs.) 6

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I.Ordinary Soil B.Mechanical means (II) With dewatering

3/12.8

4/12.40

Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

5/13.5

(i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Substructure Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications

3

Total Quantity 4

Rate in Rs. 5

Cum

18.43

9169.00

168,994.00

Tonne

1.84

73343.00

135,135.00

Cum

33.67

10591.00

356,599.00

tonne

2.69

77554.00

208,900.00

metre

36.00

1640.00

59,040.00

metre

36.00

558.00

20,088.00

metre

36.00

317.00

11,412.00

metre

36.00

17.00

612.00

Item No.

Particulars/Descrption of items

Unit

1

2 (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 H. RCC Grade M 35

6/13.6

a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Pump. Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications

Amount (Rs.) 6

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

7/14.1

8/14.2

9/14.18

(i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Super Structure Furnished and placing reinforcement/Prestressed cement concrete in superstructure as per drawing and Technical Specifications. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B. RCC GRADE M 25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in superstructure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.

3

Total Quantity 4

Rate in Rs. 5

metre metre

46.72 23.36

4170.00 2044.00

194,823.00 47,748.00

Cum

27.60

12025.00

331,890.00

Cum

27.60

5498.00

151,745.00

Each

4.00

10197.00

40,788.00

Each

20.00

204.00

4,080.00

Each Each

4.00

3500.00 3400.00

13,600.00

Item No.

Particulars/Descrption of items

Unit

1 10/8.22

2 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.

B. M 40 grade concrete Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 12/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 13/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 14/14.9 Drainage Spouts complete as per drawing and Technical specification 15/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification 16/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bidirectional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud 11/14.7

Amount (Rs.) 6

3 Each

Total Quantity 4 15.00

Rate in Rs. 5 298.00

Sqm

115.20

78.00

8,986.00

metre

25.50

3628.00

92,514.00

Sqm

130.56

59.00

7,704.00

Sqm

28.63

614.00

17,577.00

Each Each Each Each

44.23 44.23 44.23 44.23

500.00 700.00 750.00 800.00

22,115.00 30,960.00 33,172.00 35,383.00 3,038,405.00

Item No.

Particulars/Descrption of items

Unit

1 17/8.51

2 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.)

19/16.17 Replacement of Expansion Joints complete as per

18/16.1

Amount (Rs.) 6 4,470.00

drawings.

20/16.2

Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 21/16.28 (A)'Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating 22/16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers. a)12 mm dia re-bar fastners 25% of 177 b)16 mm dia re-bar fastners 25% of 177 C)20 mm dia re-bar fastners 25% of 177 d)25 mm dia re-bar fastners 25% of 177

Total-

Executive Engineer, PWD Nagaon NH Division, Nagaon

Repairing Quantity Calculation for Br no :260/4,Ch- 259580 m Sl. Item No. No. 1 2.4 Dismantling (M20):(ii) (A) Cement concrete grade M-15 & M-20. Wing wall2 (B) Prestressed/ Reinforced cement grade M-20 & above. Post 2 0.275 0.25 0.9 Rail2 2 0.2 0.175 Kerb2 0.5 0.2 Slab2 7.4 0.65 Dirt wall2 0.25 0.65 Abut/Pier2 1.83 0.7+1.0 2

1 Raft-

2

12.1 Earth work in or foundation of structures as per drawings & technical specification including setting out.(Upto 3m)-

2

1 15.36

1.83 3.95

15.5 3.5

3.5 5.55

3

12.8 PCC M15-

15.66

3.65

4

12.8 RCC M35 (open foundation)-

15.36

3.5

5

12.40 Reinforcement in foundation-

6

13.5 Substructure(M35)-

53.76

2 2

7

14.1 Superstructure RCC (M25)-

9

14.2 Reinforcement in Superstructure-

10

14.9 Drainage Spouts complete as

11

per drawing and Technical specification. 14.18 Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

13 19.785 23.36 3.95 3.95 3.95 3.95 1 Total= 2.6 4.0

3.5 3.5

1.83 0.25 Total= 100 Total= Total= 0.65 Total= 80 Total= Total= 2

0.65

3.5

7.4 33.67

2

3 3 3 3

Cm Cm Cm 3 m 3 m

7.23 60.67 128.52 141.05 155.40

12 12 12 12

296.45 8.57 8.57 53.76 53.76

100 kg Total= kg Total= Tonne

1.00

42.58 1.61 2.77 4.67 38.00 1.28 12.29

1 Total=

1.83

Qty for 2Lane

Cm Cm Cm Cm Cm Cm

Total= m3 0.15 m3 Total=

3.5

18.425

2

21.29 Cm

0.7+1.0 2

13.6 Reinforcement in Substructure-

8

Unit

m3

5376.00 5376.00 5.4 10.89

Nos.

6.41 1.14 18.43 1842.50 1842.50 1.84 33.67 33.67 2693.60 2693.60 2.69 4.00

Nos. Nos. Nos. Nos.

36.00 36.00 36.00 36.00

m3 Kg Kg Tonne

m3 m3 Kg Kg Tonne

Sl. Item No. No. 12 14.10 PCC M15 grade levelling

13 14.11

14

14.7

15

8.22

16

16.1

17 16.17 18

16.2

19

13.8

20

8.47

course below approach slab complete as per drawing and technical specification. Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.) Replacement of Expansion Joints complete as per drawings. Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm) ,90mm height (from bottom of shank to the top of stud) with detachable battery.

Unit

Qty for 2Lane 27.60

2

11.5

4

0.3

m

3

2

11.5

4

0.3

m

3

1

23.36

m

23.36

2

23.36

m

46.72

7.5

15.36

115.20

3

8.5

25.50

8.5

15.36

metre

130.56

2

10

Nos.

20.00

4

Nos.

4.00

27.60

Sl. Item No. No. 21 8.51 RPM: Providing relfective

Unit 15

Nos.

Qty for 2Lane 15.00

0.25 1.83

sqm sqm

0.33 3.11

1.83 23.36

sqm sqm

1.83 23.36

Total- sqm

28.63 177

pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification.

22 16.28 Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface.

23

16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers.

2

0.65

2

0.7+1.0 2

1 1

106.148 Each 0.6

Executive Engineer, PWD Nagaon NH Division, Nagaon

177

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for existing br Ch-259580 Particulars/Descrption of items

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

2

3

4

5

6

Cum

970.04

54.00

52,382.00

Cum

89.73

6514.00

584,499.00

(II) Using Batching plant Transit mixer and concrete Cum pump 3/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications. (A) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) tonne reinforcement bar of Fe-500 N/mm2 Substructure 4/13.5 Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 B. PCC Grade M20 a) Height up to 5.0 m Cum H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and Cum concrete Pump 5/13.6 Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications

236.82

9030.00

2,138,485.00

22.80

73279.00

1,670,595.00

52.96

8120.00

430,036.00

86.29

9169.00

791,151.00

Item No. 1

Foundation 1/12.1

2/12.8

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I. Ordinary Soil B. Mechanical means (II) With dewatering (i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35

Item No. 1

Particulars/Descrption of items

Total Quantity

Rate in Rs.

Amount (Rs.)

4

5

6

18.61

73343.00

1,364,955.00

Cum

107.02

10591.00

1,133,449.00

MT

7.31

77554.00

567,230.00

metre

36.00

1640.00

59,040.00

metre

36.00

558.00

20,088.00

metre

36.00

317.00

11,412.00

metre

36.00

17.00

612.00

17.28

5200.00

89,856.00

Unit

2 3 (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) Tonne reinforcement bar of Fe-500 N/mm2 Super Structure

6/14.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B.'RCC Grade M25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m 7/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 8/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. Retro reflectorised Traffic sign: 9/8.4 Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (v) 80cmm x 45 cm rectangular

Total Quantity

Rate in Rs.

Amount (Rs.)

1 2 3 10/14.4 Providing and laying Cement concrete wearing coat m3 M-30 grade including reinforcement complete as per drawing and Technical Specifications. 11/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.

4 198.56

5 12993.00

6 2,579,891.00

B. M 40 grade concrete metre 12/Analy HAND RAIL metre sis Rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the Engineer- in-charge. Management shall be made for the length of the pipe only. (Rate from Annexure-I) 13/14.7 Construction of RCC railing of M30 Grade in-situ metre with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 14/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar Cum 15/14.10 PCC M15 grade levelling course below approach Cum, slab complete as per drawing and technical specification 16/14.9 Drainage Spouts complete as per drawing and Each Technical specification. 17/14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.) (B) For RCC Railing RM 18/13.9 Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification. (A) Granular material Cum

46.72 46.72

4170.00 1475.00

194,823.00 68,912.00

23.36

2044.00

47,748.00

28.80 14.40

12025.00 5498.00

346,320.00 79,172.00

4.00

10197.00

40,788.00

70.08

160.00

11,213.00

237.79

1524.00

362,396.00

Item No.

Particulars/Descrption of items

Unit

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

1 2 19/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification 20/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician).

3 Each

4 30.00

5 204.00

6 6,120.00

a) Bi-directional Stud b) Uni-directional Stud 21/8.51 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Protection work 22/15.10 Curtain wall complete as per drawing and Technical specification A. Stone masonry in cement mortar (1:3) B. Cement concrete Grade M15 23/15.11 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.

Each Each Each

4.00

3500.00 3400.00 298.00

13,600.00 0.00

Cum Cum Cum

59.59 135.54

4333.00 7046.00 1485.00

0.00 419,872.00 201,277.00

24/15.9 Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works

Cum

145.14

1679.00

243,691.00

Item No.

Particulars/Descrption of items

Total-

13,529,613.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Quantity Calculation fo Br No: 260/4 , Ch- 259580 m Sl. Item no. No. 1 12.1 Earth work or foundation of structures as per drawings & technical specification including setting out.

Unit

2 2 2

2

12.8

12 0.25 0.25 9 2.6

2.8 1.5 1.5 0.75 0.45

m3 m3 m3 3 m 3 m

516.10 11.52 8.63 135.54 41.46

15 20.08 20.08

15.36 1.85 1.5

0.45 m3 2.5 m3 2 m3 Total =

103.68 92.87 60.24 970.04

12 15.36

15.36 15 2.6

0.15 0.15 0.15

m m3 3 m

3

27.65 34.56 13.82

1

13.7

m3 Total=

13.70 89.73

15.36 15.36 11.5 20.08 20.08+15.36 2

PCC M-15 =

2

20.08+15.36 2

c/wall

3

12.8

m3

RCC M35(open foundation)

m/wall 4

5

12.40 Reinforcement in foundation = 20 mm dia 16 mm dia 12 mm dia 12 mm dia m/wall

13.5

Substructure (M35) Dirt wall

2 2 2

12 0.25 0.25 1.2

2 2

Abutment

2 2 2

Pier cap Pier M/wall

1 1 2

Abutment cap

0.65 0.7 0.7+1.0 2 0.225 1

0.2+0.45 2

1 1.5 1.5 3

15.36 12 14.8 4.5 Total=

m m3 m3 m3

3

184.32 9.00 11.10 32.40 236.82

60 104 10 365 100

32.8 26.5 54 2 32.4 Total = Total =

kg kg kg kg kg kg Tonne

9718.52 8710.32 480.00 648.89 3240.00 22797.73 22.80

12 12 1.602

0.25 0.225 12

m3 3 m m3

3.90 3.78 32.68

1 1.602 3.077

12 12 12

m3 m3 3 m

2.70 19.22 24.00

Total= 6 7

13.5 13.6

Qty for 2Lane

Substructure (M20) PCC Wing wallReinforcement in substuctureDirt wall 12 mm dia 12 mm dia

1 2 2

6 0.78

26.55 2

86.285

52.96 m3

52.96

kg kg

283.20 238.51

86

Sl. Item no. No.

Unit Abutment cap

12 12

mm dia mm dia

2 2

10 1.85

13.5 86

kg kg

Qty for 2Lane 240.00 282.84

Pier cap

12 12

mm dia mm dia

1 1

10 1.85

13.5 86

kg kg

120.00 141.42

Abutment

25 12 12

mm dia mm dia mm dia

2 2 2

2 27.3 100

100 11 11

3.95

kg kg kg

6095.68 533.87 2346.67

25 12 12

mm dia mm dia mm dia

2 2 2

100 27.3 100 m/wall

3.95 11 11 100

Pier

1.2

2

9

14.2

Furnished and placing reinforcement/Prestressed cement concrete in Superstructure M25 as per drawing and Technical Specifications. Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specification.

kg 3047.84 kg 533.87 1.2 kg 2346.67 24 2400.00 m3 Total = kg 18610.56 Total = Tonne 18.61 53.51 m3 107.02

2

3.657

10

14.18 Filler joint Providing & fixing 20 mm

3

12

2

8

14.1

MT

7.31

Nos.

36.00

23.36

m

46.72

1

23.36

m

23.36

3

23.36

m2

70.08

8.50

23.36

m

3

198.56

2

2

thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

11

8.22

12

14.7

13

14.16 Painting on concrete surface

Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. (Providing and applying 2 coats of water based cement paint to unplastered For RCC Railing

14

14.4

15

14.9

Providing and laying Cement concrete Wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. Drainage Spouts complete as per drawing and Technical specification.

Nos.

4

Sl. Item no. No. 16 13.9 Back filling behind Abutment ,Wing

Unit

Qty for 2Lane

2

12

4.00

2.477

m3

237.79

2

0.3

4.00

12

m3

28.80

2

0.15

4.00

12

m3

14.40

6

5

Nos.

30

Nos.

4

wall and Return Wall complete as per drawing and technical specification with Granular Material.

17

14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. PCC M15 grade levelling course below approach slab complete as per drawing and technical specification Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe,

18

14.10

19

13.8

20

8.47

Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P. Solar India Ltd. Of siz(125mmx125mm),90mm height(frombottom of shank to the top of stud)with detachable battery.

2

2

21

8.4

1

17.28

m2

17.28

22

15.11

1

135.54 m3

135.54

23

15.9

1

145.14 m3

145.14

24

15.10

Sign board : Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3 Stone apron Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Flore apron :Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works. Curtain wall complete as per drawing and Technical specification.

1

59.59

m3

59.59

2

23.36

m

46.72

25 Analysis HAND RAIL rate

Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc.

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for Repairing of existing Br no- 260/5, Ch-259685 m

3

Total Quantity 4

Rate in Rs. 5

Cm Cm

44.90 129.93

356.00 573.00

15,985.00 74,450.00

Cum

208.39

54.00

11,254.00

Cum

8.57

6514.00

55,851.00

Cum

53.76

9030.00

485,453.00

tonne

5.4

73279.00

393,948.00

Item No.

Particulars/Descrption of items

Unit

1 1/2.4

2 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) II) By Mechanical Means (a) Cement concrete grade M-15 & M-20 Wing wall(b) Prestressed/ Reinforced cement grade M-20 & above. Foundation

2/12.1

Amount (Rs.) 6

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I.Ordinary Soil B.Mechanical means (II) With dewatering

(i) upto 3m depth 3/12.8

Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump

4/12.40

Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel reinforcement bar of Fe-500 N/mm2

(CRS)

3

Total Quantity 4

Rate in Rs. 5

Cum

19.68

9169.00

180,432.00

Tonne

1.97

73343.00

144,244.00

Cum

33.67

10591.00

356,599.00

tonne

2.69

77554.00

208,900.00

metre

36.00

1640.00

59,040.00

metre

36.00

558.00

20,088.00

metre

36.00

317.00

11,412.00

Item No.

Particulars/Descrption of items

Unit

1

2 Substructure Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Pump. Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications

5/13.5

6/13.6

Amount (Rs.) 6

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

7/14.1

8/14.2

9/14.18

(i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Super Structure Furnished and placing reinforcement/Prestressed cement concrete in superstructure as per drawing and Technical Specifications. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B. RCC GRADE M 25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in superstructure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification.

Item No. 1

Particulars/Descrption of items

2 (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. 10/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete 11/14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 12/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 13/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 14/14.9 Drainage Spouts complete as per drawing and Technical specification 15/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification 16/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bidirectional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician).

3 metre

Total Quantity 4 36.00

Rate in Rs. 5 17.00

metre metre

46.72 23.36

4170.00 2044.00

194,823.00 47,748.00

Cum

27.60

12025.00

331,890.00

Cum

27.60

5498.00

151,745.00

Each

4.00

10197.00

40,788.00

Each

24.00

204.00

4,896.00

Unit

Amount (Rs.) 6 612.00

4.00 15.00

Rate in Rs. 5 3500.00 3400.00 298.00

Sqm

115.20

78.00

8,986.00

metre

25.50

3628.00

92,514.00

Sqm

130.56

59.00

7,704.00

Sqm

28.13

614.00

17,274.00

Each Each Each Each

47.96 47.96 47.96 47.96

500.00 700.00 750.00 800.00

23,982.00 33,574.00 35,972.00 38,370.00 3,066,604.00

Item No.

Particulars/Descrption of items

Unit

1

2 a) Bi-directional Stud b) Uni-directional Stud Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.)

3 Each Each Each

19/16.17 Replacement of Expansion Joints complete as per

17/8.51

18/16.1

Total Quantity 4

Amount (Rs.) 6 13,600.00 4,470.00

drawings.

20/16.2

Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 21/16.28 (A)'Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating 22/16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers. a)12 mm dia re-bar fastners 25% of 192 b)16 mm dia re-bar fastners 25% of 192 C)20 mm dia re-bar fastners 25% of 192 d)25 mm dia re-bar fastners 25% of 192

Total-

Executive Engineer, PWD Nagaon NH Division, Nagaon

Repairing Quantity Calculation for Br no.260/5 ,Ch- 259685 m Sl. Item No No. 1. 2.4 Dismantling (M20):(ii) (A) Cement concrete grade M-15 & M-20. Wing wall2 (B) Prestressed/ Reinforced cement grade M-20 & above. Post 2 0.275 0.25 Rail2 2 0.2 Kerb2 0.5 Slab2 0.65 Dirt wall2 0.25 Abut/Pier2 0.7+1.0 2

1 Raft-

2

12.1 Earth work in or foundation of structures as per drawings & technical specification including setting out.(Upto 3m)-

2

0.9 0.175 0.2 7.4 0.65 3.95

1 15.36

1.962 3.95

15.5 3.5

3.5 3.8

3

12.8 PCC M15-

15.66

3.65

4

12.8 RCC M35 (open foundation)-

15.36

3.5

5

12.40 Reinforcement in foundation-

6

13.5 Substructure(M35)-

53.76

2 2

7

13.6 Reinforcement in Substructure-

8

14.1 Superstructure RCC (M25)-

9

14.2 Reinforcement in Superstructure-

10

14.9 Drainage Spouts complete as

11

per drawing and Technical specification. 14.18 Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

22.45

Cm

44.90

13 19.785 23.36 3.95 3.95 1.962

Cm Cm Cm Cm Cm Cm

1.61 2.77 4.67 38.00 1.28 13.17

3.95 1 Total= 1.88 4.0

Cm Cm Cm 3 m m3

7.75 60.67 129.93 101.99 106.40

Total= 0.15 Total= 1 Total= 100 Total= Total=

m3 m3

208.39 8.57 8.57 53.76 53.76 5376.00 5376.00 5.4 11.67

kg kg Tonne

0.7+1.0 2

3.5

1.962

1.00

3.5 3.5

1.96 m3 0.25 Total= m3

0.65

19.667

2

Unit Qty for 2Lane

3.5

7.4

33.67

100 Kg Total= Kg Total= Tonne 0.65 m3 Total= m3 80 Kg Total= Kg Total= Tonne

6.87 1.14 19.68 1966.70 1966.70 1.97 33.67 33.67 2693.60 2693.60 2.69

2

2

Nos.

4.00

3 3 3 3

12 12 12 12

Nos. Nos. Nos. Nos.

36.00 36.00 36.00 36.00

Sl. Item No No. . 14.10 PCC M15 grade levelling 12

13

14

15

16

17

18

19

20

course below approach slab complete as per drawing and technical specification 14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. 14.7 Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. 8.22 Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. 16.1 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.) 16.17 Replacement of Expansion Joints complete as per drawings. 16.2 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, 8.47 Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm) ,90mm height (from bottom of shank to the top of stud) with detachable battery.

2

11.5

4

0.3

Unit Qty for 2Lane 3 27.60 m

2

11.5

4

0.3

m

1

23.36

m

23.36

2

23.36

m

46.72

7.5

15.36

sqm

3

8.5

metre

25.50

8.5

15.36

metre

130.56

2

12

Nos.

24.00

4

Nos.

4.00

3

27.60

115.20

Sl. Item No No. . 21 8.51 RPM: Providing relfective

22

23

pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification. 16.28 Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface.

16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers.

15

2

0.65

2

0.7+1.0 2

1 1

Unit Qty for 2Lane Nos. 15.00

0.25 1.962

sqm sqm

0.33 3.34

1.112 23.36

sqm sqm

1.11 23.36

Total- sqm

28.13 192

115.11 Each 0.6

Executive Engineer, PWD Nagaon NH Division, Nagaon

192

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for Repairing of existing Br no : 260/5,Ch-259685 Item No.

3

Total Quantity 4

Rate in Rs. 5

Cum

950.61

54.00

51,334.00

Cum

91.29

6514.00

594,652.00

Cum

236.82

9030.00

2,138,485.00

19.20

73279.00

1,406,954.00

55.84

8120.00

453,421.00

90.99

9169.00

834,332.00

Particulars/Descrption of items

Unit

2

1

Amount (Rs.) 6

Foundation 1/12.1

2/12.8

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I. Ordinary Soil B. Mechanical means (II) With dewatering (i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35

(II) Using Batching plant Transit mixer and concrete pump 3/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications.

4/13.5

5/13.6

(A) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement tonne bar of Fe-500 N/mm2 Substructure Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 B. PCC Grade M20 a) Height up to 5.0 m Cum H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and Cum concrete Pump Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications

Item No. 1

Particulars/Descrption of items

Total Quantity 4

Rate in Rs. 5

18.90

73343.00

1,386,270.00

Cum

107.02

10591.00

1,133,449.00

MT

7.31

77554.00

567,230.00

metre

36.00

1640.00

59,040.00

metre

36.00

558.00

20,088.00

metre

36.00

317.00

11,412.00

metre

36.00

17.00

612.00

17.28 198.56

5200.00 12993.00

89,856.00 2,579,891.00

Unit

2 3 (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement Tonne bar of Fe-500 N/mm2 Super Structure

Amount (Rs.) 6

6/14.1 Furnishing

and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B.'RCC Grade M25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m 7/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 8/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. Retro reflectorised Traffic sign: 9/8.4 Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (v) 80cmm x 45 cm rectangular

10/14.4 Providing and laying Cement concrete wearing coat M- m3 30 grade including reinforcement complete as per drawing and Technical Specifications.

1 2 11/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.

3

Total Quantity 4

B. M 40 grade concrete 12/Analy HAND RAIL sis Rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the Engineer- in-charge. Management shall be made for the length of the pipe only. (Rate from Annexure-I) 13/14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 14/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 15/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification

metre metre

46.72 46.72

4170.00 1475.00

194,823.00 68,912.00

metre

23.36

2044.00

47,748.00

Cum Cum,

28.80 14.40

12025.00 5498.00

346,320.00 79,172.00

16/14.9 Drainage Spouts complete as per drawing and Each Technical specification. 17/14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.) (B) For RCC Railing RM 18/13.9 Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification. (A) Granular material Cum

4.00

10197.00

40,788.00

70.08

160.00

11,213.00

250.75

1524.00

382,147.00

Item No.

Particulars/Descrption of items

Unit

Rate in Rs. 5

Amount (Rs.) 6

Item No.

Particulars/Descrption of items

Unit

1 2 3 19/13.8 Providing weep holes in brick mansonry/plain/reinforced Each concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification 20/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud Each b) Uni-directional Stud Each 21/8.51 Providing relfective pavement marker with Micro Each prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Protection work 22/15.10 Curtain wall complete as per drawing and Technical specification A. Stone masonry in cement mortar (1:3) Cum Cum B. Cement concrete Grade M15 23/15.11 Flexible Apron :Construction of flexible apron 1 m thick Cum comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 24/15.9 Dry rubble Flooring, Construcytion of dry rubbl flooring Cum at cross drainage works for relatively less important works

Total Quantity 4 30.00

Rate in Rs. 5 204.00

4.00

3500.00 3400.00 298.00

13,600.00 0.00

62.33 141.75

4333.00 7046.00 1485.00

0.00 439,178.00 210,499.00

149.82

1679.00

251,548.00

Amount (Rs.) 6 6,120.00

Total- 13,419,094.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Quantity Calculation fo Br No.260/5,Ch-259685 Sl. Item no. No. 1

12.1

Unit

Earth work or foundation of structures as per drawings & technical specification including setting out.

2 2 2

2

12.8

12 0.25 0.25 9 2.82

2.66 1.5 1.5 0.75 0.45

m m3 3 m m3 m3

3

490.29 11.52 8.63 141.75 46.14

15 21 21

15.36 1.85 1.5

0.4 m3 3 2.5 m 2 m3 Total =

92.16 97.13 63.00 950.61

12 15.36

15.36 15 2.82

0.15 0.15 0.15

m3 m3 m3

27.65 34.56 15.38

13.7 m3 Total=

13.70 91.29

m3 m3 m3 m3

184.32 9.00 11.10 32.40 236.82

15.36 15.36 11.5 21 21+15.36 2

PCC M-15

2

21+15.36 2

c/wall

3

12.8

5

12.40

13.5

1

RCC M35(open foundation)

m/wall

4

Qty for 2Lane

Reinforcement in foundation 25 mm dia 16 mm dia 12 mm dia 12 mm dia m/wall

Substructure RCC (M35) Dirt wall

2 2 2

1 1.5 1.5 3

15.36 12 14.8 4.5 Total=

16.86 26.5 54.72 2

100

47 104 10 365 32.4

12 12 1.737

0.25 0.225 12

m m3 m3

3

3.90 3.78 35.43

1 1.737 3.12

12 12 12

m 3 m m3

3

2.70 20.84 24.34

2 2

Abutment

2 2 2

Pier cap Pier M/wall

1 1 2

Abutment cap

12 0.25 0.25 1.2

0.65 0.7 0.7+1.0 2 0.225 1

0.2+0.45 2

kg 6114.35 kg 8710.32 kg 486.40 kg 648.89 kg 3240.00 Total = kg 19199.96 Total = Tonne 19.20

Total=

90.995

Sl. Item no. No. 6

7

13.5

13.6

Unit

Substructure (M20) PCC Wing wall-

1

Reinforcement in substuctureDirt wall 12 mm dia 12 mm dia

2 2

0.78

55.84 m3

Qty for 2Lane

55.84

6 2

26.55 86

kg kg

283.20 238.51

10 1.85

13.5 86

kg kg

240.00 282.84

kg kg

120.00 141.42 6265.43 533.87 2346.67

Abutment cap

12 12

mm dia mm dia

2 2

Pier cap

12 12

mm dia mm dia

1 1

10 1.85

13.5 86

Abutment

25 12 12

mm dia mm dia mm dia

2 2 2

2 100

100 27.3 11

4.06 11 1.2

kg kg kg

25 12 12

mm dia 2 mm dia 2 mm dia 2 100 M/wall=

100 27.3 11 100

kg 3132.72 kg 533.87 kg 2346.67 kg 2436.00 kg 18901.19 Tonne 18.90 3 107.02 m

MT

Pier=

8

14.1

Furnished and placing reinforcement/Prestressed cement concrete in Superstructure M25 as per drawing and Technical Specifications.

2

4.06 11 1.2 24.36 Total = Total = 53.51

9

14.2

2

3.657

10

14.18

3

12

11

8.22

2

12

14.7

13

14.16

14

14.4

15

14.9

16

13.9

Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence on of vertical post not to Painting concreteRCC surface (Providing and applying 2 coats of water based cement paint to Providing and laying Cement concrete Wearing coat M-30 grade including reinforcement complete as per drawing Drainage Spouts complete as per drawing and Technical specification. Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification with

2

12

7.31

Nos.

36.00

23.36

m

46.72

1

23.36

m

23.36

3

23.36

m2

70.08

8.50

23.36

m

3

198.56

2

2

4.00

2.612

Nos. m3

4 250.75

Sl. Item no. No.

Unit

Qty for 2Lane

17

14.11

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.

2

0.3

4.00

12

m

3

28.80

18

14.10

PCC M15 grade levelling course below approach slab complete as per drawing and technical specification

2

0.15

4.00

12

m

3

14.40

19

13.8

Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe,

1

30

Nos.

30

20

8.47

2

2

Nos.

4

21

8.4

Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P. Solar India Ltd. Of siz(125mmx125mm),90mm height(frombottom of shank to the top of stud)with detachable battery. Sign board : Retro reflectorised Traffic sign: Providing and erecting of RetroReflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3

1

17.28

m2

17.28

22

15.11

1

141.75 m3

141.75

23

15.9

Stone apron Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Flore apron :Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works.

1

149.82 m3

149.82

24

15.10

Curtain wall complete as per drawing and Technical specification.

1

62.33

m3

62.33

2

23.36

m

46.72

25

Analysis HAND RAIL rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc.

Executive Engineer, PWD Nagaon NH Division, Nagaon

380.1336 490.875

60 47

22808.02 23071.13

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for Repairing of existing Br no-260/6, Ch-259870 m

3

Total Quantity 4

Rate in Rs. 5

Cm Cm

68.12 109.87

356.00 573.00

24,251.00 62,955.00

Cum

215.53

54.00

11,639.00

Cum

5.74

6514.00

37,414.00

Cum

38.29

9030.00

345,759.00

tonne

3.8

73279.00

280,586.00

Item No.

Particulars/Descrption of items

Unit

1 1/2.4

2 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) II) By Mechanical Means (a) Cement concrete grade M-15 & M-20 Wing wall(b) Prestressed/ Reinforced cement grade M-20 & above. Foundation

Amount (Rs.) 6

2/12.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I.Ordinary Soil B.Mechanical means (II) With dewatering

(i) upto 3m depth 3/12.8 Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump 4/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

5/13.5

(i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Substructure Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications

Item No.

Particulars/Descrption of items

1

2 (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Pump. 6/13.6 Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications

3

Total Quantity 4

Rate in Rs. 5

Cum

19.78

9169.00

181,382.00

Tonne

1.98

73343.00

145,088.00

Cum

32.76

10591.00

346,962.00

tonne

2.62

77554.00

203,254.00

metre

24.00

1640.00

39,360.00

metre

24.00

558.00

13,392.00

metre

24.00

317.00

7,608.00

metre

24.00

17.00

408.00

Unit

Amount (Rs.) 6

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Super Structure 7/14.1 Furnished and placing reinforcement/Prestressed cement concrete in superstructure as per drawing and Technical Specifications. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B. RCC GRADE M 25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m 8/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in superstructure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 9/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.

1 2 10/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.

3

Total Quantity 4

B. M 40 grade concrete 11/14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 12/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 13/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 14/14.9 Drainage Spouts complete as per drawing and Technical specification 15/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification

metre metre

37.88 18.94

4170.00 2044.00

157,960.00 38,714.00

Cum

27.60

12025.00

331,890.00

Cum

27.60

5498.00

151,745.00

Each

2.00

10197.00

20,394.00

Each

24.00

204.00

4,896.00

Each Each

4.00

3500.00 3400.00

13,600.00

Item No.

Particulars/Descrption of items

16/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bidirectional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud

Unit

Rate in Rs. 5

Amount (Rs.) 6

1 2 17/8.51 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. 18/16.1 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.)

3 Each

Total Quantity 4 12.00

Sqm

82.05

78.00

6,400.00

19/16.17 Replacement of Expansion Joints complete as per

metre

17.00

3628.00

61,676.00

Sqm

92.99

59.00

5,487.00

Sqm

15.50

614.00

9,516.00

Each Each Each Each

26.50 26.50 26.50 26.50

500.00 700.00 750.00 800.00

13,250.00 18,550.00 19,875.00 21,200.00 2,578,787.00

Item No.

Particulars/Descrption of items

Unit

Rate in Rs. 5 298.00

Amount (Rs.) 6 3,576.00

drawings.

20/16.2 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 21/16.28 (A)'Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating 22/16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers. a)12 mm dia re-bar fastners 25% of 106 b)16 mm dia re-bar fastners 25% of 106 C)20 mm dia re-bar fastners 25% of 106 d)25 mm dia re-bar fastners 25% of 106

Total-

Executive Engineer, PWD Nagaon NH Division, Nagaon

Repairing Quantity Calculation for Br. No :260/6,Ch-259870 m Sl. No. 1

2

Item No. 2.4

12.1

Unit Dismantling (M20):(ii) (A) Cement concrete grade M-15 & M-20 Wing Wall2 (B) Prestressed/ Reinforced cement grade M-20 & above Post 2 0.275 0.25 0.9 Rail2 2 0.2 0.175 Kerb2 0.5 0.2 Slab1 10.4 0.9 Dirt wall2 0.9 0.25 Abut/Pier2 0.7+1.0 2 3.057 Raft-

10.94

1

Earth work in or foundation of structures as per drawings & technical specification including setting out.(Upto 3m)-

10.94 3.5

1.68 5.4

2

3

12.8

PCC M15-

10.94

3.5

4

12.8

RCC M35 (open foundation)-

10.94

1

5

12.40 Reinforcement in foundation-

6

13.5

Substructure(M35)-

7

13.6

Reinforcement in Substructure-

8

14.1

Superstructure RCC (M25)-

9

14.2

Reinforcement in Superstructure-

10

11

12

38.29

Cm

68.12

11 15.915 18.94 3.95 3.95 3.95

Cm Cm Cm Cm Cm Cm

1.36 2.23 3.79 36.97 1.78 20.53

3.95 Total= 3.5 4.0

Cm Cm

43.21 109.87 64.33 151.20

Total= 0.15 Total= 3.5 Total= 100 Total= Total=

m3 m3

0.7+1.0 2

3.5

3.06

2

0.25

3.5

0.90 Total= 100 Total= Total= 0.9 Total= 80 Total= Total= 2

1

3.5

10.4 32.76

14.9

Drainage Spouts complete as per drawing and Technical specification. 14.18 Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. 14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification

34.06

2

19.782

1

2

11.5

Qty for 2Lane

3

m m3

kg kg Tonne

3

215.53 5.74 5.74 38.29 38.29 3829.00 3829.00 3.8 18.207

Nos.

1.58 19.78 1978.20 1978.20 1.98 32.76 32.76 2620.80 2620.80 2.62 2.00

m m3 Kg Kg Tonne

m3 m3 Kg Kg Tonne

2 2 2 2

12 12 12 12

Nos. Nos. Nos. Nos.

24.00 24.00 24.00 24.00

4

0.3

m

3

27.60

Sl. Item No. No. 13 14.11 Reinforced cement concrete

14

15

16

17

18

19

approach slab including reinforcement and formwork complete as per drawing and Technical specification. 14.7 Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. 8.22 Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. 16.1 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.) 16.17 Replacement of Expansion Joints complete as per drawings. 16.2 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe,

20

8.47

Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm) ,90mm height (from bottom of shank to the top of stud) with detachable battery.

21

8.51

RPM: Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification.

Unit 2

11.5

Qty for 2Lane 27.60

4

0.3

m3

1

18.94

m

18.94

2

18.94

m

37.88

7.5

10.94

Sqm

82.05

2

8.5

metre

17.00

8.5

10.94

metre

92.99

2

12

Nos.

24.00

4

Nos.

4.00

12

Nos.

12.00

Sl. Item No. No. 22 16.28 Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface.

23

16.53

Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers.

Unit 0.9

2

2

0.7+1.0 2

0.9

0.25 3.06

sqm sqm

Qty for 2Lane 0.45 5.20

10.94

sqm

9.85

Total- sqm

15.50 106

63.6 0.6

Each

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt of existing Br no : 260/6, Ch-259870 m Item No. 1

Particulars/Descrption of items

Unit

2

3

Total Quantity 4

Rate in Rs. 5

795.80

54.00

42,974.00

77.08

6514.00

502,122.00

245.78

9030.00

2,219,349.00

28.34

73279.00

2,076,731.00

84.62

8120.00

687,115.00

75.84

9169.00

695,368.00

Amount (Rs.) 6

Foundation 1/12.1

2/12.8

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I. Ordinary Soil B. Mechanical means (II) With dewatering (i) upto 3m depth Cum Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 Cum H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump

Cum

3/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications. (A) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar tonne of Fe-500 N/mm2 Substructure 4/13.5 Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 B. PCC Grade M20 a) Height up to 5.0 m Cum H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Cum Pump 5/13.6 Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

Item No. 1

Total Rate in Quantity Rs. 2 3 4 5 (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar Tonne 14.75 73343.00 of Fe-500 N/mm2 Super Structure Particulars/Descrption of items

Unit

Amount (Rs.) 6 1,082,080.00

6/14.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B.'RCC Grade M25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m 7/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 8/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification.

9/8.4

Cum

106.40

10591.00

1,126,883.00

MT

7.05

77554.00

546,524.00

metre

24.00

1640.00

39,360.00

metre

24.00

558.00

13,392.00

metre

24.00

317.00

7,608.00

(iv)'Providing and filling joint sealing compound as per metre drawings and technical specifications with coarse sand and 6% bitumen by weight.

24.00

17.00

408.00

17.28 160.99

5200.00 12993.00

89,856.00 2,091,744.00

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (v) 80cmm x 45 cm rectangular

9/14.4

Providing and laying Cement concrete wearing coat M-30 m3 grade including reinforcement complete as per drawing and Technical Specifications.

3

Total Quantity 4

Rate in Rs. 5

metre metre

37.88 37.88

4170.00 1475.00

157,960.00 55,873.00

12/14.7 Construction of RCC railing of M30 Grade in-situ with 20 metre mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 13/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Cum a) With TATA make TMT CRS (Fe-500) grade rebar 14/14.10 PCC M15 grade levelling course below approach slab Cum, complete as per drawing and technical specification 15/14.9 Drainage Spouts complete as per drawing and Technical Each specification. 16/14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.)

18.94

2044.00

38,714.00

28.80 14.40

12025.00 5498.00

346,320.00 79,172.00

4.00

10197.00

40,788.00

(B) For RCC Railing 17/13.9 Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification.

56.82

160.00

9,092.00

438.72 30.00

1524.00 204.00

668,610.00 6,120.00

Item No.

Particulars/Descrption of items

1 2 10/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete 11/Analy HAND RAIL sis Rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the Engineer- in-charge. Management shall be made for the length of the pipe only. (Rate from Annexure-I)

Unit

RM

(A) Granular material Cum 18/13.8 Providing weep holes in brick mansonry/plain/reinforced Each concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification

Amount (Rs.) 6

Item No.

Particulars/Descrption of items

Unit

1 2 3 19/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud Each b) Uni-directional Stud Each 20/8.51 Providing relfective pavement marker with Micro Each prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Total Quantity 4

Rate in Rs. 5

4.00

3500.00 3400.00 298.00

13,600.00 0.00

Amount (Rs.) 6

Protection work 21/15.10 Curtain wall complete as per drawing and Technical

specification A. Stone masonry in cement mortar (1:3) B. Cement concrete Grade M15 22/15.11 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 23/15.9 Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works

Cum Cum Cum

57.78 130.54

4333.00 7046.00 1485.00

0.00 407,118.00 193,852.00

Cum

131.06

1679.00

220,050.00

Total- 13,458,783.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Quantity Calculation fo Br No.260/6 , Ch-259870 m Sl. Item no. No . 1 12.1 Earth work or

Unit

foundation of structures as per drawings & technical specification including setting out.

2 2

10.94 10.94 11.5

12 0.25 0.25 9 4.2

2.88 1.5 1.5 0.75 0.45

m m3 3 m m3 m3

378.09 8.21 8.63 130.55 57.23

15 19.34 19.34

10.94 1.85 1.5

0.4 2.5 2

m3 3 m m3 Total =

65.64 89.45 58.02 795.80

12 10.94

10.94 15 4.2

0.15 0.15 0.15

m3 m3 m3

19.69 24.62 19.08

1

13.7

m3 Total=

13.70 77.08

19.34

2 19.34+10.94 2

2

12.8

PCC M-15 =

2 19.34+10.94 2

c/wall

3

12.8

m3

RCC M35(open foundation)

5

12.40

2 2 2

1.5 1.5 1.5 3

2 2

120 140

12.94 27.5 10 305 100

kg 11981.48 kg 12167.90 45.95 kg 408.44 2 kg 542.22 32.4 kg 3240.00 Total = kg 28340.05 Total = Tonne 28.34

13.5

0.9

12 12 2.832

0.25 0.225 12

3

Abutment

2 2 2

m m3 m3

5.40 3.78 57.77

M/wall

2

4.557

3

m

3

8.89

Reinforcement in foundation = 25 mm dia 16 mm dia 12 mm dia 12 mm dia m/wall

Substructure RCC (M35) Dirt wall Abutment cap

0.7 0.7+1.0 2 0.2+0.45 2

10.94 12 9.94 4.5

m3 m3 m3 m3 Total=

12 0.25 0.25 1.2

m/wall

4

3

Total= 6

13.5

Qty for 2Lane

Substructure (M20) PCC Wing wall-

1

84.62 m3

196.92 9.00 7.46 32.40 245.78

75.839

84.62

Sl. Item no. No . 7 13.6 Reinforcement in substuctureDirt wall = 12 mm dia 12 mm dia

8

14.1

9

14.2

10

14.18

11

8.22

12

14.7

13

14.16

14

14.4

15

14.9

16

13.9

17

14.11

18

14.10

Unit

2 2

6 0.78

26.55 2

2 2

10 1.85

13.5 86

2 18 18

100 27.3 100 100

Abutment cap =

12 12

mm dia mm dia

Abutment =

25 12 12

mm dia 2 mm dia 2 mm dia 2 M/wall=

Furnished and placing reinforcement/Prestressed cement concrete in Superstructure M25 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical post not surface to exceed 1 PaintingRCC on concrete (Providing and applying 2 coats of water based cement paint to unplastered For RCC Railing Providing and laying Cement concrete Wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. Drainage Spouts complete as per drawing and Technical specification. Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification with Granular Material. Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. PCC M15 grade levelling course below approach slab complete as per drawing and technical specification

86

Qty for 2Lane

kg kg

283.20 238.51

kg kg

240.00 282.84

5.15

1

kg 7947.53 kg 873.60 1.25 kg 4000.00 8.88 kg 888.00 Total = kg 14753.68 Total = Tonne 14.75 106.40 m3 106.40

1

7.047

2

12

2

MT

7.05

Nos.

24.00

18.94

m

37.88

1

18.94

m

18.94

3

18.94

m2

56.82

8.50

18.94

m3

160.99

2

2

Nos.

4

2

12

4.00

4.57

m3

438.72

2

0.3

4.00

12

m3

28.80

2

0.15

4.00

12

m

3

14.40

Sl. Item no. No . 19 13.8 Providing weep holes in brick

Unit

Qty for 2Lane

1

30

Nos.

30

2

2

Nos.

4

1

17.28

m2

17.28

1

130.54 m3

130.54

Flore apron :Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works.

1

131.06 m3

131.06

Curtain wall complete as per drawing and Technical specification. 25 Analysis HAND RAIL rate Providing and fixing hand rail over

1

57.78

m3

57.78

2

18.94

m

37.88

20

8.47

21

8.4

22

15.11

23

15.9

24

15.10

mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P. Solar India Ltd. Of siz(125mmx125mm),90mm height(frombottom of shank to the top of stud)with detachable battery. Sign board : Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3 Stone apron Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.

Executive Engineer, PWD Nagaon NH Division, Nagaon

,

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for Repairing of existing Br no-264/1, Ch-263570 m Item No.

Particulars/Descrption of items

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

1 1/2.4

2 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres)

3

4

5

6

Cm Cm

68.24 99.63

356.00 573.00

24,294.00 57,091.00

(i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35

Cum

195.25

54.00

10,544.00

Cum

5.22

6514.00

33,994.00

(II) Using Batching plant Transit mixer and concrete pump

Cum

34.79

9030.00

314,154.00

tonne

3.5

73279.00

254,938.00

II) By Mechanical Means (a) Cement concrete grade M-15 & M-20 Wing wall(b) Prestressed/ Reinforced cement grade M-20 & above. Foundation 2/12.1

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I.Ordinary Soil B.Mechanical means (II) With dewatering

3/12.8

4/12.40

5/13.5

Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Substructure Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications

Item No. 1

6/13.6

7/14.1

8/14.2

9/14.18

Particulars/Descrption of items

Total Quantity

Rate in Rs.

Amount (Rs.)

4

5

6

20.18

9169.00

185,008.00

2.02

73343.00

147,985.00

Cum

26.98

10591.00

285,724.00

tonne

2.16

77554.00

167,381.00

metre

24.00

1640.00

39,360.00

metre

24.00

558.00

13,392.00

metre

24.00

317.00

7,608.00

metre

24.00

17.00

408.00

Unit

2 3 (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and Cum concrete Pump. Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) Tonne reinforcement bar of Fe-500 N/mm2 Super Structure Furnished and placing reinforcement/Prestressed cement concrete in superstructure as per drawing and Technical Specifications. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B. RCC GRADE M 25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in superstructure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.

Item No.

Particulars/Descrption of items

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

1 10/8.22

2 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.

3

4

5

6

metre metre

35.88 17.94

4170.00 2044.00

149,620.00 36,670.00

Cum

27.60

12025.00

331,890.00

Cum

27.60

5498.00

151,745.00

Each

2.00

10197.00

20,394.00

Each

20.00

204.00

4,080.00

Each Each

4.00

3500.00 3400.00

13,600.00

B. M 40 grade concrete Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete per approved drawingsslab 12/14.11 Reinforced cement asconcrete approach including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 13/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 14/14.9 Drainage Spouts complete as per drawing and Technical specification 15/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification 16/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bidirectional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud 11/14.7

Item No.

Particulars/Descrption of items

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

1 17/8.51

2 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.)

3 Each

4 10.00

5 298.00

6 2,980.00

Sqm

74.55

78.00

5,815.00

19/16.17 Replacement of Expansion Joints complete as per

metre

17.00

3628.00

61,676.00

Sqm

84.49

59.00

4,985.00

Sqm

24.12

614.00

14,808.00

Each Each Each Each

24.85 24.85 24.85 24.85

500.00 700.00 750.00 800.00

12,425.00 17,395.00 18,638.00 19,880.00 2,408,482.00

18/16.1

drawings.

20/16.2

Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 21/16.28 (A)'Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating 22/16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers. a)12 mm dia re-bar fastners 25% of 99 b)16 mm dia re-bar fastners 25% of 99 C)20 mm dia re-bar fastners 25% of 99 d)25 mm dia re-bar fastners 25% of 99

Total-

Executive Engineer, PWD Nagaon NH Division, Nagaon

Repairing Quantity Calculation for Br No.264/1,Ch- 263570 m Sl. No 1.

Item No. 2.4 Dismantling (M20):(ii) (A) Cement concrete grade M-15 & M-20 Wing Wall2 (B) Prestressed/ Reinforced cement grade M-20 & above Post 2 0.275 0.25 0.9 Rail2 2 0.2 0.195 Kerb2 0.5 0.2 Slab1 9.4 0.82 Dirt wall2 0.82 0.25 Abut/Pier2 3.95 0.7+1.0 2 Raft-

2

12.1

Earth work in or foundation of structures as per drawings & technical specification including setting out.(Upto 3m)-

3

12.8

PCC M15-

4

12.8

RCC M35 (open foundation)-

5

12.40 Reinforcement in foundation-

6

13.5

Substructure(M35)-

7

13.6

Reinforcement in Substructure-

8

14.1

Superstructure RCC (M25)-

9

14.2

Reinforcement in Superstructure-

10

14.9 Drainage Spouts complete as per drawing and Technical specification. 14.18 Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. 14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification

11

12

2

9.94

3.95

9.95 3.5

3.5 4.66

9.94

3.5

9.94

3.5 34.79

Unit

34.12 Cm

68.24

10 14.915 17.94 3.95 3.95 3.15

Cm Cm Cm Cm Cm Cm

1.24 2.33 3.59 30.45 1.62 21.15

1 Total= 1.86 4.0

Cm Cm m3 3 m

39.26 99.63 64.77 130.48

Total= 0.15 Total= 1 Total= 100 Total= Total=

m3 m3

195.25 5.22 5.22 34.79 34.79 3479.00 3479.00 3.48 18.74

2

0.7+1.0 2

3.5

3.15

2

0.25

3.5

1

0.82 Total= 100 Total= Total= 0.82 Total= 80 Total= Total= 2

2 2 2 2 4

20.177

1

3.5

9.4 26.978

2

11.5

Qty for 2Lane

kg kg Tonne

m3 m3 Kg Kg

Nos.

1.44 20.18 2017.70 2017.70 2.02 26.98 26.98 2158.24 2158.24 2.16 2.00

12 12 12 12

Nos. Nos. Nos. Nos.

24.00 24.00 24.00 24.00

0.3

m3

27.60

Tonne

m3 3 m Kg Kg Tonne

Sl. Item No No. . 13 14.11 Reinforced cement concrete

14

14.7

15

8.22

16

16.1

17 18

approach slab including reinforcement and formwork complete as per drawing and Technical specification. Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete.

Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.) 16.17 Replacement of Expansion Joints complete as per drawings. 16.2 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m.

19

13.8

Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe,

20

8.47

Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm) ,90mm height (from bottom of shank to the top of stud) with detachable battery.

21

8.51

RPM: Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification.

Unit 2

11.5

4

0.3

m

3

Qty for 2Lane 27.60

1

17.94 m

17.94

2

17.94 m

35.88

7.5

9.94

74.55

2

8.5

17.00

8.5

9.94

metre

84.49

2

10

Nos.

20.00

4

Nos.

4.00

10

Nos.

10.00

Sl. Item No No. . 22 16.28 Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface.

23

16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers.

Unit 0.82

2

2

0.7+1.0 2

0.82

0.25 9.15

sqm sqm

Qty for 2Lane 0.41 15.56

9.94

sqm

8.15

Total- sqm 59.64 Each 0.6

24.12 99

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt of existing Br no- 264/1,Ch-263570 m Item No.

Particulars/Descrption of items

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

2

3

4

5

6

Cum

745.97

54.00

40,283.00

Cum

56.69

6514.00

369,253.00

Cum

459.36

9030.00

4,148,021.00

17.02

73279.00

1,247,001.00

Cum

84.89

8120.00

689,307.00

Cum

77.28

9169.00

708,595.00

1 Foundation

1/12.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

2/12.8

I. Ordinary Soil B. Mechanical means (II) With dewatering (i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35

(II) Using Batching plant Transit mixer and concrete pump 3/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications.

4/13.5

(A) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement tonne bar of Fe-500 N/mm2 Substructure Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 B. PCC Grade M20 a) Height up to 5.0 m H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Pump

Item No. 1 5/13.6

Particulars/Descrption of items

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

2 Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications

3

4

5

6

14.62

73343.00

1,072,026.00

Cum

87.14

10591.00

922,900.00

MT

6.08

77554.00

471,219.00

metre

24.00

1640.00

39,360.00

metre

24.00

558.00

13,392.00

metre

24.00

317.00

7,608.00

metre

24.00

17.00

408.00

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement Tonne bar of Fe-500 N/mm2 Super Structure 6/14.1 Furnishing and Placing

Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B.'RCC Grade M25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m 7/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 8/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. Retro reflectorised Traffic sign: 9/8.4 Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)

Total Quantity

Rate in Rs.

Amount (Rs.)

4 17.28 152.49

5 5200.00 12993.00

6 89,856.00 1,981,303.00

metre B. M 40 grade concrete metre 11/Analy HAND RAIL sis Rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the Engineer- in-charge. Management shall be made for the length of the pipe only. (Rate from Annexure-I) 12/14.7 Construction of RCC railing of M30 Grade in-situ with metre 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 13/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Cum a) With TATA make TMT CRS (Fe-500) grade rebar 14/14.10 PCC M15 grade levelling course below approach slab Cum, complete as per drawing and technical specification

35.88 35.88

4170.00 1475.00

149,620.00 52,923.00

17.94

2044.00

36,670.00

28.80 14.40

12025.00 5498.00

346,320.00 79,172.00

15/14.9 Drainage Spouts complete as per drawing and Technical specification. 16/14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.) (B) For RCC Railing

Each

2.00

10197.00

20,394.00

RM

53.82

160.00

8,612.00

Cum

381.12

1524.00

580,827.00

Item No.

Particulars/Descrption of items

Unit

2

3

1

(v) 80cmm x 45 cm rectangular

10/14.4 Providing and laying Cement concrete wearing coat M- m3 30 grade including reinforcement complete as per drawing and Technical Specifications. 11/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.

17/13.9 Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification. (A) Granular material

Item No.

Particulars/Descrption of items

1 2 18/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification 19/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud 20/8.51 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Protection work 21/15.10 Curtain wall complete as per drawing and Technical specification A. Stone masonry in cement mortar (1:3) B. Cement concrete Grade M15 22/15.11 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 23/15.9 Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

3 Each

4 40.00

5 204.00

6 8,160.00

Each Each Each

4.00

3500.00 3400.00 298.00

13,600.00 0.00

Cum Cum Cum

54.67 124.34

4333.00 7046.00 1485.00

0.00 385,205.00 184,645.00

Cum

121.20

1679.00

203,495.00

Total- 13,870,175.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Quantity Calculation fo Br No.264/1 Ch-263570 m Sl. Item no. No Earth work or foundation of 1. 12.1 structures as per drawings & technical specification including setting out.

Unit Qty for 2Lane

5

12.40

13.5

16.28 18.04

11.5

9.44 4.24

0.15 0.15

15

0.15

9.94

m3 m3 Total=

22.37 0.00 56.69

2 2 2

12 0.25 0.25 30

1 1.5 1.5 1.2

9.94 12 9.44 4.5

m3 m3 m3 m3 Total=

119.28 9.00 7.08 324.00 459.36

2 2

100 80

12.94 15 100

kg 9984.57 kg 3792.59 32.4 kg 3240.00 Total = kg 17017.16 Total = Tonne 17.02

0.82

0.25 12 2.925

12 0.225 12

3

Abutment

2 2 2

m m3 3 m

4.92 3.78 59.67

M/wall

2

3

4.57

m

3

8.91

m m3 Total =

PCC M-15 18.42+9.94 2

RCC M35(open foundation)

m/wall

4

m3 m3

2.5 2

18.42+9.94 2

c/wall

12.8

85.19 55.26 745.97

1.85 1.5

2

3

3

18.42 18.42

2

12.8

343.53 7.46 9.00 124.34 67.10 54.11

2.88 1.5 1.5 0.75 9.94 0.45

18.42 15

2

m3 3 m 3 m m3 m3 3 m

12 9.94 12 9 0.45 4.24

2 2

9.94 0.25 0.25

Reinforcement in foundation 25 mm dia 16 mm dia m/wall

Substructure RCC (M35) Dirt wall Abutment cap

0.7 07+1.0 2 0.2+0.45 2

Total= 6

7

13.5

13.6

Substructure (M20) PCC Wing wallReinforcement in substuctureDirt wall 12 mm dia 12 mm dia

1

2 2

6 0.95

26.55 2

77.28

84.89 m3

84.89

kg kg

283.20 290.49

86

Sl. Item no. No . Abutment cap

Abutment

8

14.1

9

14.2

10

14.18

11

8.22

12

14.7

13

14.16

14

14.4

15

14.9

16

13.9

Unit Qty for 2Lane 12 12

mm dia mm dia

2 2

10 1.85

13.5 86

25 12 12

mm dia mm dia mm dia

2 2 2 M/wall

2 20 100

100 27.3 20 100

kg kg

240.00 282.84

5.25

kg 8101.85 kg 970.67 1 kg 3555.56 8.92 kg 892.00 Total = kg 14616.61 Total = Tonne 14.62

Furnished and placing reinforcement/Prestressed cement concrete in Superstructure M25 as per drawing and Technical Specifications. Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specification.

1

87.14

m3

87.14

1

6.076

MT

6.08

Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete.

2

12

2

Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered For RCC Railing Providing and laying Cement concrete Wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. Drainage Spouts complete as per drawing and Technical specification. Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification with Granular Material.

2

12

Nos.

24.00

17.94

m

35.88

1

17.94

m

17.94

3

17.94

m2

53.82

8.50

17.94

m

3

152.49

1

2

4.00

3.97

Nos. 3

m

2 381.12

Sl. Item no. No . 17 14.11 Reinforced cement concrete approach

Unit Qty for 2Lane 3

28.80

3

14.40

2

0.3

4.00

12

m

2

0.15

4.00

12

m

slab including reinforcement and formwork complete as per drawing and Technical specification.

18

14.10

19

13.8

Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe,

1

40

Nos.

40

20

8.47

2

2

Nos.

4

21

8.4

Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P. Solar India Ltd. Of siz(125mmx125mm),90mm height(frombottom of shank to the top of stud)with detachable battery. Sign board : Retro reflectorised Traffic sign: Providing and erecting of RetroReflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3

1

17.28

m2

17.28

22

15.11

Stone apron Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.

1

124.34 m3

124.34

23

15.9

1

121.20 m3

121.20

1

54.67

m3

54.67

2

17.94

m

35.88

24 25

PCC M15 grade levelling course below approach slab complete as per drawing and technical specification

Flore apron :Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works. 15.10 Curtain wall complete as per drawing and Technical specification. Analysis HAND RAIL rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc.

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for Repairing of existing Br no-264/2 , Ch-263955 m

3

Total Quantity 4

Rate in Rs. 5

Amount (Rs.) 6

Cm Cm

61.72 87.77

356.00 573.00

21,973.00 50,294.00

Cum

181.25

54.00

9,788.00

Cum

5.22

6514.00

33,994.00

Cum

32.70

9030.00

295,305.00

tonne

3.27

73279.00

239,623.00

Item No.

Particulars/Descrption of items

Unit

1 1/2.4

2 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) II) By Mechanical Means (a) Cement concrete grade M-15 & M-20 Wing wall(b) Prestressed/ Reinforced cement grade M-20 & above. Foundation

2/12.1

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I.Ordinary Soil B.Mechanical means (II) With dewatering

3/12.8

(i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump

4/12.40

5/13.5

Reinforcement in Foundation: Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and technical specifications

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Substructure Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 H. RCC Grade M 35 a) Height up to 5.0 m

Item No.

Particulars/Descrption of items

Unit

1

2 Case – II : With Batching plant, Transit Mixer and concrete Pump. Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications

3 Cum

6/13.6

7/14.1

8/14.2

9/14.18

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar Tonne of Fe-500 N/mm2 Super Structure Furnished and placing reinforcement/Prestressed cement concrete in superstructure as per drawing and Technical Specifications. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B. RCC GRADE M 25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m Cum Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar tonne of Fe-500 N/mm2 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in metre expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board metre in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick metre premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.

metre

Total Rate in Quantity Rs. 4 5 11.60 9169.00

Amount (Rs.) 6 106,366.00

1.16

73343.00

85,078.00

26.98

10591.00

285,724.00

2.16

77554.00

167,381.00

24.00

1640.00

39,360.00

24.00

558.00

13,392.00

24.00

317.00

7,608.00

24.00

17.00

408.00

Item No.

Particulars/Descrption of items

Unit

1 10/8.22

2 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.

3

B. M 40 grade concrete metre Construction of RCC railing of M30 Grade in-situ with 20 metre mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 12/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar Cum 13/14.10 PCC M15 grade levelling course below approach slab Cum complete as per drawing and technical specification 14/14.9 Drainage Spouts complete as per drawing and Technical Each specification 15/13.8 Providing weep holes in brick mansonry/plain/reinforced Each concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification 16/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud Each b) Uni-directional Stud Each 17/8.51 Providing relfective pavement marker with Micro Each prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. 11/14.7

Total Quantity 4

Rate in Rs. 5

Amount (Rs.) 6

35.88 17.94

4170.00 2044.00

149,620.00 36,670.00

27.60 27.60

12025.00 5498.00

331,890.00 151,745.00

2.00

10197.00

20,394.00

20.00

204.00

4,080.00

4.00 10.00

3500.00 3400.00 298.00

13,600.00 2,980.00

3 Sqm

Total Quantity 4 74.55

Rate in Rs. 5 78.00

Amount (Rs.) 6 5,815.00

19/16.17 Replacement of Expansion Joints complete as per drawings.

metre

17.00

3628.00

61,676.00

20/16.2

Sqm

84.49

59.00

4,985.00

Sqm

11.46

614.00

7,039.00

Each Each Each Each

22.45 22.45 22.45 22.45

500.00 700.00 750.00 800.00

Item No. 1 18/16.1

Particulars/Descrption of items 2 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.)

Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 21/16.28 (A)'Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete 22/16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers. a)12 mm dia re-bar fastners 25% of 90 b)16 mm dia re-bar fastners 25% of 90 C)20 mm dia re-bar fastners 25% of 90 d)25 mm dia re-bar fastners 25% of 90

Unit

11,226.00 15,717.00 16,839.00 17,962.00 Total- 2,208,532.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Repairing Quantity Calculation for Br no.264/2,Ch-263955, Sl. Item No. No. 1 2.4 Dismantling (M20):(ii) (A) Cement concrete grade M-15 & M-20 Wing Wall2

Unit

Qty for 2-Lane

30.86

Cm

61.72

10 14.915 17.94 3.95 3.95 1.77

Cm Cm Cm Cm Cm Cm

1.24 2.09 3.59 30.45 1.62 11.89 36.91 87.77

(B) Prestressed/ Reinforced cement grade M-20 & above Post RailKerbSlabDirt wallAbut/Pier-

2 2

0.275 2 2 1 2 2

Raft-

2

12.1 Earth work in or foundation of structures as per drawings & technical specification including setting out.(Upto 3m)-

2

0.25 0.2 0.5 0.82 0.82 0.7+1.0 2

0.9 0.175 0.2 9.4 0.25 3.95

9.94

3.95

0.94 Cm Total= Cm

9.95 3.5

3.5 4.16

1.86 4.0

m m3

3

64.77 116.48

Total= m3

181.25 5.22 5.22

3

12.8 PCC M15-

9.94

3.5

0.15 m3 Total=

4

12.8 RCC M35 (open foundation)-

9.94

3.5

0.94 Total=

5

12.40 Reinforcement in foundation-

32.7

100 kg Total= kg Total= Tonne

6

13.5 Substructure(M35)-

2 2

7

13.6 Reinforcement in Substructure-

8

14.1 Superstructure RCC (M25)-

9

14.2 Reinforcement in Superstructure-

10

14.9 Drainage Spouts complete as

per drawing and Technical specification. 11 14.18 Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

1

0.7+0.94 2 0.25

3.5

32.70 32.70

10.17

3.5

1.771

3.5

0.82 m3 Total= m3

11.6

100 Kg Total= Kg Total= Tonne

9.4

0.82 m3 Total= m3

26.978

1

2 2 2 2

80 Total= Total= 2

12 12 12 12

3270.00 3270.00 3.27

Kg Kg

1.44 11.60 1160.00 1160.00 1.16 26.98 26.98

Nos.

2158.24 2158.24 2.16 2.00

Nos. Nos. Nos. Nos.

24.00 24.00 24.00 24.00

Tonne

Sl. Item No. No. 12 14.10 PCC M15 grade levelling

13 14.11

14

14.7

15

8.22

16

16.1

17 16.17

18

16.2

19

13.8

20

8.47

course below approach slab complete as per drawing and technical specification Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.) Replacement of Expansion Joints complete as per drawings. Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm) ,90mm height (from bottom of shank to the top of stud) with detachable battery.

Unit 2

11.5

4

0.3

m3

Qty for 2-Lane 27.60

2

11.5

4

0.3

m3

27.60

1

17.94

m

17.94

2

17.94

m

35.88

7.5

9.94

74.55

2

8.5

17.00

8.5

9.94

metre

84.49

2

10

Nos.

20.00

4

Nos.

4.00

Sl. Item No. No. 21 8.51 RPM: Providing relfective

Unit 10

Nos.

Qty for 2-Lane 10.00

0.25 1.77

sqm sqm

0.41 2.90

9.94

sqm

8.15

Total- sqm

11.46 90

pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification.

22 16.28 Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface.

23

16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers.

0.82

2

2

0.7+0.94 2

0.82

53.884 Each 0.6

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt of existing Br no: 264/2, Ch-263955 Item No.

Particulars/Descrption of items

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

2

3

4

5

6

Cum

589.44

54.00

31,830.00

Cum

49.21

6514.00

320,561.00

Cum

167.76

9030.00

1,514,873.00

tonne

14.06

73279.00

1,030,430.00

Cum

55.40

8120.00

449,848.00

Cum

46.09

9169.00

422,585.00

1 Foundation 1/12.1

2/12.8

3/12.40

4/13.5

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I. Ordinary Soil B. Mechanical means (II) With dewatering (i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications. (A) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Substructure Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 B. PCC Grade M20 a) Height up to 5.0 m H. RCC Grade M 35

5/13.6

a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Pump Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications

Item No.

Particulars/Descrption of items

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

1

2 (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Super Structure

3

4

5

6

Tonne

8.57

73343.00

628,830.00

Cum

87.14

10591.00

922,900.00

MT

6.08

77554.00

471,219.00

metre

20.00

1640.00

32,800.00

metre

20.00

558.00

11,160.00

metre

20.00

317.00

6,340.00

metre

20.00

17.00

340.00

17.28 152.49

5200.00 12993.00

89,856.00 1,981,303.00

6/14.1

7/14.2

8/14.18

9/8.4

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B.'RCC Grade M25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (v) 80cmm x 45 cm rectangular

10/14.4

Providing and laying Cement concrete wearing coat m3 M-30 grade including reinforcement complete as per drawing and Technical Specifications.

Item No.

Particulars/Descrption of items

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

1 11/8.22

2 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.

3

4

5

6

metre metre

35.88 35.88

4170.00 1475.00

149,620.00 52,923.00

metre

17.94

2044.00

36,670.00

Cum Cum,

28.80 14.40

12025.00 5498.00

346,320.00 79,172.00

Each

2.00

10197.00

20,394.00

RM

53.82

160.00

8,612.00

Cum

248.64

1524.00

378,928.00

B. M 40 grade concrete 11/Analysi HAND RAIL s Rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the Engineer- in-charge. Management shall be made for the length of the pipe only. (Rate from Annexure-I) 12/14.7

Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.

13/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 14/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 15/14.9 Drainage Spouts complete as per drawing and Technical specification. 16/14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.) (B) For RCC Railing 17/13.9 Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification. (A) Granular material

Item No.

Particulars/Descrption of items

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

1 18/13.8

2 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

3 Each

4 40.00

5 204.00

6 8,160.00

Each Each Each

4.00

3500.00 3400.00 298.00

13,600.00 0.00

19/8.47

20/8.51

Protection work Curtain wall complete as per drawing and Technical specification A. Stone masonry in cement mortar (1:3) B. Cement concrete Grade M15 22/15.11 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 23/15.9 Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works 21/15.10

Cum Cum Cum

45.94 104.49

4333.00 7046.00 1485.00

0.00 323,694.00 155,168.00

Cum

98.78

1679.00

165,852.00

Total-

9,653,988.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Quantity Calculation fo Br No.264/2, Ch-263955 Sl. No. 1

Unit 12.1

Earth work or foundation of structures as per drawings & technical specification including setting out.

12 9.94 12 9 0.45 2.77

2.11 1.5 1.5 0.75 9.94 0.45

m3 3 m m3 3 m m3 m3

251.68 7.46 9.00 104.49 67.10 31.69

15.48 15.48

1.85 1.5

2.5 m3 3 2 m Total = m3

71.60 46.44 589.44

11.5

9.44 2.77

0.15 0.15

m3 3 m

16.28 10.56

15

0.15

9.94 m3 Total= m3

22.37 49.21

2 2 2

12 0.25 0.25 3

1 1.5 1.5 1.2

9.94 12 9.44 4.5 Total=

m3 m3 m3 3 m m3

119.28 9.00 7.08 32.40 167.76

2 2

110 80

12.94 15 100

kg 7029.14 kg 3792.59 32.4 kg 3240.00 Total = kg 14061.73 Total = Tonne 14.06

0.82

Abutment

2 2 2

0.25 12 12

12 0.225 1.546

m3 m3 m3

4.92 3.78 31.54

M/wall

2

3

3

m

3

5.85

2 2

9.94 0.25 0.25 15.48 15

2

2

12.8

12.8

5

12.40

13.5

15.48+9.94 2

RCC M35(open foundation)

m/wall

4

15.48+9.94 2

PCC M-15 = 2

3

Reinforcement in foundation = 20 mm dia 16 mm dia m/wall

Substructure RCC (M35) Dirt wall Abutment cap

0.7 0.7+1.0 2 0.2+0.45 2

Total= 6

7

13.5

13.6

Qty for 2Lane

Substructure (M20) PCC Wing wall Reinforcement in substucture Dirt wall 12 mm dia 12 mm dia

1

2 2

6 0.95

26.55 2

46.09

55.4 m3

55.40

kg kg

283.20 290.49

86

Sl. No.

Unit

Abutment cap

12 12

mm dia mm dia

2 2

10 1.85

13.6 86

Abutment

20 12 12

mm dia mm dia mm dia

2 2 2 M/wall=

110 11 110

3.871 27.3 11 100

kg kg

Furnished and placing reinforcement/Prestressed cement concrete in Superstructure M25 as per drawing and Technical Specifications. Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specification.

1

kg kg 1 kg 5.85 kg Total = kg Total = Tonne 87.14 m3

1

6.076

Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete.

2

10

2

14.7

Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm.

13

14.16

14

14.4

Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered For RCC Railing Providing and laying Cement concrete Wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.

15

14.9

16

13.9

8

14.1

9

14.2

10

14.18

11

8.22

12

Drainage Spouts complete as per drawing and Technical specification. Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification with Granular Material.

2

12

2

MT

Qty for 2Lane 241.78 282.84 4205.53 533.87 2151.11 585.00 8573.82 8.57 87.14

6.08

Nos.

20.00

17.94

m

35.88

1

17.94

m

17.94

3

17.94

m2

53.82

8.50

17.94

m

3

152.49

1

2

4.00

2.59

Nos. m

3

2 248.64

Sl. No. 17

14.11

18

14.10

19

13.8

20

8.47

21

8.4

22

15.11

23

15.9

24

15.10

25

Unit Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. PCC M15 grade levelling course below approach slab complete as per drawing and technical specification. Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P. Solar India Ltd. Of siz(125mmx125mm),90mm height(frombottom of shank to the top of stud)with detachable battery. Sign board : Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3 Stone apron Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Flore apron :Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works.

Curtain wall complete as per drawing and Technical specification. Analysis HAND RAIL rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc.

2

0.3

4.00

12

m3

Qty for 2Lane 28.80

2

0.15

4.00

12

m3

14.40

1

40

Nos.

40

2

2

Nos.

4

1

17.28

m2

17.28

1

104.49 m3

104.49

1

98.78

m3

98.78

1

45.94

m3

45.94

2

17.94

m

35.88

Executive Engineer, PWD Nagaon NH Division, Nagaon

2 2

1.85 86 318.2

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for Repairing of existing Br no-265/1, Ch-264876 m

3

Total Quantit y 4

Rate in Rs. 5

Amount (Rs.) 6

Cm Cm

60.52 96.94

356.00 573.00

21,546.00 55,549.00

Cum

232.42

54.00

12,551.00

Cum

5.22

6514.00

33,994.00

Cum

34.79

9030.00

314,154.00

tonne

3.48

73279.00

254,938.00

Item No.

Particulars/Descrption of items

Unit

1 1/2.4

2 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) II) By Mechanical Means (a) Cement concrete grade M-15 & M-20 Wing wall(b) Prestressed/ Reinforced cement grade M-20 & above. Foundation

2/12.1

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I.Ordinary Soil B.Mechanical means (II) With dewatering

3/12.8

(i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump

4/12.40

5/13.5

Reinforcement in Foundation: Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and technical specifications

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Substructure Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 H. RCC Grade M 35

Item No. 1

6/13.6

7/14.1

Particulars/Descrption of items

Unit

2 3 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Cum Pump. Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar Tonne of Fe-500 N/mm2 Super Structure Furnished and placing reinforcement/Prestressed cement concrete in superstructure as per drawing and Technical Specifications. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999.

Total Quantit y 4

Rate in Rs. 5

Amount (Rs.) 6

17.37

9169.00

159,280.00

1.74

73343.00

127,434.00

26.98

10591.00

285,724.00

2.16

77554.00

167,381.00

24.00

1640.00

39,360.00

24.00

558.00

13,392.00

24.00

317.00

7,608.00

24.00

17.00

408.00

B. RCC GRADE M 25

8/14.2

9/14.18

Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m Cum Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar tonne of Fe-500 N/mm2 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in metre expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board metre in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded metre joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.

metre

3

Total Quantit y 4

Rate in Rs. 5

Amount (Rs.) 6

metre metre

35.88 17.94

4170.00 2044.00

149,620.00 36,670.00

Cum Cum

27.60 27.60

12025.00 5498.00

331,890.00 151,745.00

Each

2.00

10197.00

20,394.00

Each

20.00

204.00

4,080.00

Each Each Each

4.00 11.00

3500.00 3400.00 298.00

13,600.00 3,278.00

Item No.

Particulars/Descrption of items

Unit

1 10/8.22

2 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.

B. M 40 grade concrete Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 12/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 13/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 14/14.9 Drainage Spouts complete as per drawing and Technical specification 15/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification 11/14.7

16/8.47

17/8.51

Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

3 Sqm

Total Quantit y 4 74.55

Rate in Rs. 5 78.00

Amount (Rs.) 6 5,815.00

19/16.17 Replacement of Expansion Joints complete as per drawings.

metre

17.00

3628.00

61,676.00

20/16.2

Sqm

84.49

59.00

4,985.00

Sqm

13.62

614.00

8,363.00

Each Each Each Each

24.85 24.85 24.85 24.85

500.00 700.00 750.00 800.00

Item No. 1 18/16.1

Particulars/Descrption of items 2 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.)

Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 21/16.28 (A)'Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete 22/16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers. a)12 mm dia re-bar fastners 25% of 99 b)16 mm dia re-bar fastners 25% of 99 C)20 mm dia re-bar fastners 25% of 99 d)25 mm dia re-bar fastners 25% of 99

Unit

12,425.00 17,395.00 18,638.00 19,880.00 Total- 2,353,773.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Repairing Quantity Calculation for Br no : 265/1,Ch-264876 m Sl. Item No. No. 1 2.4 Dismantling (M20):(ii) (A) Cement concrete grade M-15 & M-20. Wing Wall2 (B) Prestressed/ Reinforced cement grade M-20 & above. Post 2 10 0.9 0.275 Rail2 2 14.915 0.2 Kerb2 17.94 0.5 Slab1 9.4 3.95 Dirt wall2 0.25 0.82 3.95 0.7+1.0 Abut/Pier2 2 Raft9.94 3.95

2

12.1 Earth work in or foundation of structures as per drawings & technical specification including setting out.(Upto 3m)-

2

9.95 3.5

3.5 3.5

Unit

30.26

Cm

60.52

0.25 0.175 0.2 0.82 0.82 2.976

Cm Cm Cm Cm Cm Cm

1.24 2.09 3.59 30.45 0.34 19.98

1 Cm Total= Cm

39.26 96.94

m 3 m

3

134.42 98.00

Total= m3

232.42 5.22 5.22

3.86 4.0

3

12.8 PCC M15-

9.94

3.5

0.15 m3 Total=

4

12.8 RCC M35 (open foundation)-

9.94

3.5

1 Total=

5

12.40 Reinforcement in foundation-

6

13.5 Substructure(M35)-

34.79

2 2

7

13.6 Reinforcement in Substructure-

8

14.1 Superstructure RCC (M25)-

9

14.2 Reinforcement in Superstructure-

10

14.9 Drainage Spouts complete as

11

per drawing and Technical specification. 14.18 Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

0.7+1.0 2 0.25

3.5

34.79 34.79

100 kg Total= kg Total= Tonne

3479.00 3479.00 3.48

3.15

2.976

15.94

3.5

0.82 m3 Total= m3

1.44 17.37

17.375

1

Qty for 2Lane

9.4

26.978

100 Kg Total= Kg Total= Tonne 0.82 m3 Total= m3 80 Kg Total= Kg Total= Tonne

1737.50 1737.50 1.74 26.98 26.98 2158.24 2158.24 2.16

1

2

Nos.

2.00

2 2 2 2

12 12 12 12

Nos. Nos. Nos. Nos.

24.00 24.00 24.00 24.00

Sl. Item No. No. 12 14.10 PCC M15 grade levelling

13

14

15

16

17 18

19

20

21

course below approach slab complete as per drawing and technical specification 14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. 14.7 Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. 8.22 Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. 16.1 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.) 16.17 Replacement of Expansion Joints complete as per drawings. 16.2 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe,

8.47 Providing 'Sparkle Solar Road

8.51

Studs,manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm) ,90mm height (from bottom of shank to the top of stud) with detachable battery. RPM: Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification.

Unit 2

11.5

4

0.3

m3

Qty for 2Lane 27.60

2

11.5

4

0.3

m3

27.60

1

17.94

m

17.94

2

17.94

m

35.88

7.5

9.94

74.55

2

8.5

17.00

8.5

9.94

metre

84.49

2

10

Nos.

20.00

4

Nos.

4.00

11

Nos.

11.00

Sl. Item No. No. 22 16.28 Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface.

23

16.53 Providing, placing and fixing in

Unit 0.82

2

2

0.7+1.0 2

0.82

0.25 2.976

sqm sqm

Qty for 2Lane 0.41 5.06

9.94

sqm

8.15

Total- sqm 59.64 0.6 Each

13.62 99

position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers.

Executive Engineer, PWD Nagaon NH Division, Nagaon

2400

100

0.3479

2748.41

280

24

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for existing Br no-265/1 , Ch-264876 Item No. 1

3

Total Quantity 4

Rate in Rs. 5

Cum

589.78

54.00

31,849.00

Cum

55.54

6514.00

361,780.00

Cum

160.26

9030.00

1,447,148.00

17.02

73279.00

1,247,001.00

84.89

8120.00

689,307.00

73.38

9169.00

672,830.00

Particulars/Descrption of items

Unit

2

Amount (Rs.) 6

Foundation 1/12.1

2/12.8

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I. Ordinary Soil B. Mechanical means (II) With dewatering (i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump

3/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications. (A) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar tonne of Fe-500 N/mm2 Substructure 4/13.5 Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 B. PCC Grade M20 a) Height up to 5.0 m Cum H. RCC Grade M 35

5/13.6

a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Pump Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

Cum

Item No. 1

6/14.1

Particulars/Descrption of items

Unit

2 3 (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar Tonne of Fe-500 N/mm2 Super Structure

Total Rate in Amount (Rs.) Quantity Rs. 4 5 6 12.77 73343.00 936,508.00

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B.'RCC Grade M25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m 7/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 8/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. Retro reflectorised Traffic sign: 9/8.4

Cum

87.14

10591.00

922,900.00

MT

6.08

77554.00

471,219.00

metre

24.00

1640.00

39,360.00

metre

24.00

558.00

13,392.00

metre

24.00

317.00

7,608.00

metre

24.00

17.00

408.00

17.28 152.49

5200.00 12993.00

89,856.00 1,981,303.00

Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (v) 80cmm x 45 cm rectangular

10/14.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.

m

3

3

Total Quantity 4

Rate in Rs. 5

metre metre

35.88 35.88

4170.00 1475.00

149,620.00 52,923.00

12/14.7 Construction of RCC railing of M30 Grade in-situ with 20 metre mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 13/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Cum a) With TATA make TMT CRS (Fe-500) grade rebar 14/14.10 PCC M15 grade levelling course below approach slab Cum, complete as per drawing and technical specification 15/14.9 Drainage Spouts complete as per drawing and Technical Each specification. 16/14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.)

17.94

2044.00

36,670.00

28.80 14.40

12025.00 5498.00

346,320.00 79,172.00

2.00

10197.00

20,394.00

RM

53.82

160.00

8,612.00

Cum Each

364.42 40.00

1524.00 204.00

555,370.00 8,160.00

Item No.

Particulars/Descrption of items

1 2 11/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete 12/Analy HAND RAIL sis Rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the Engineer- in-charge. Management shall be made for the length of the pipe only. (Rate from Annexure-I)

(B) For RCC Railing

Unit

Amount (Rs.) 6

17/13.9 Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification. (A) Granular material 18/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification

Item No.

Particulars/Descrption of items

1 2 19/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud 20/8.51 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Unit 3

Each Each Each

Total Quantity 4

Rate in Rs. 5

4.00

3500.00 3400.00 298.00

13,600.00 0.00

Amount (Rs.) 6

Protection work 21/15.10 Curtain wall complete as per drawing and Technical

specification A. Stone masonry in cement mortar (1:3) B. Cement concrete Grade M15 22/15.11 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 23/15.9 Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works

Cum Cum Cum

53.42 121.50

4333.00 7046.00 1485.00

0.00 376,426.00 180,428.00

Cum

117.76

1679.00

197,720.00

Total- 10,937,884.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Quantity Calculation fo Br No.265/1,Ch-264876 Sl. No 1.

Item no. 12.1

Unit Earth work or foundation of structures as per drawings & technical specification including setting out.

12 9.94 12 9 0.45 4.03

1.65 1.5 1.5 0.75 9.94 0.45

m3 3 m m3 m3 3 m m3

196.81 7.46 9.00 121.50 67.10 50.67

18 18

1.85 1.5

2.5 m3 3 2 m Total =

83.25 54.00 589.78

11.5

9.44 4.03

0.15 0.15

m m3

3

16.28 16.89

15

0.15

9.94

m3 Total=

22.37 55.54

2 2 2

12 0.25 0.25 3

1 1.5 1.5 1.2

9.94 2 9.44 4.5

m3 m3 m3 m3 Total=

119.28 1.50 7.08 32.40 160.26

2 2

100 80

12.94 15 100

kg kg 32.4 kg Total = kg Total = Tonne

9984.57 3792.59 3240.00 17017.16 17.02

0.82

Abutment

2 2 2

0.25 12 2.751

12 0.225 12

m3 m3 m3

4.92 3.78 56.12

M/wall

2

3

4.39

m3

8.56

Total= m3

73.38

84.89 m3

84.89

kg kg

283.20 290.49

2 2

9.94 0.25 0.25 18 15

2

2

12.8

12.8

5

12.40 Reinforcement in foundation 25 mm dia 16 mm dia m/wall

13.5

Substructure RCC (M35) Dirt wall Abutment cap

6

7

13.5

13.6

18+9.94 2

RCC M35(open foundation)

m/wall

4

18+9.94 2

PCC M-15 = 2

3

Qty for 2Lane

0.7 0.7+1.0 2 0.2+0.45 2

Substructure (M20) PCC Wing wallReinforcement in substuctureDirt wall 12 mm dia 12 mm dia

1

2 2

6 0.95

26.55 2

86

Sl. No .

Item no.

Unit Abutment cap

12 12

mm dia mm dia

2 2

10 1.85

13.5 86

kg kg

Abutment

25 12 12

mm dia 2 2 mm dia 2 20 mm dia 2 100 M/wall=

100 27.3 20 100

4.076

Qty for 2Lane 240.00 282.84

8

14.1

Furnished and placing reinforcement/Prestressed cement concrete in Superstructure M25 as per drawing and Technical Specifications.

1

87.14

kg 6290.12 kg 970.67 kg 3555.56 kg 856.00 Total = 12768.88 Total = 12.77 3 87.14 m

9

14.2

Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specification.

1

6.076

MT

10

14.18 Filler joint Providing & fixing 20 mm

2

12

2

11

12

13

14

8.22

thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete.

Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. 14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered For RCC Railing 14.4 Providing and laying Cement concrete Wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.

14.7

15

14.9

16

13.9

Drainage Spouts complete as per drawing and Technical specification. Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification with Granular Material.

2

12

1 8.56

6.08

Nos.

24.00

17.94

m

35.88

1

17.94

m

17.94

3

17.94

m

2

53.82

8.50

17.94

m3

152.49

1

2

4.00

3.796

Nos. m3

2 364.416

Sl. No . 17

Item no.

Unit

Qty for 2Lane

2

0.3

4.00

12

m3

28.80

14.10 PCC M15 grade levelling course below 2

0.15

4.00

12

m3

14.40

Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P. Solar India Ltd. Of siz(125mmx125mm),90mm height(frombottom of shank to the top of stud)with detachable battery.

1

40

Nos.

40

2

2

Nos.

4

Sign board : Retro reflectorised Traffic sign: Providing and erecting of RetroReflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3

1

17.28

m2

17.28

1

121.5

m3

121.50

1

117.76 m3

117.76

1

53.424 m3

53.42

2

17.94

35.88

14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.

18

approach slab complete as per drawing and technical specification

19

13.8

20

8.47

21

8.4

22

15.11 Stone apron Flexible Apron

:Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 23 15.9 Flore apron :Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works. 24 15.10 Curtain wall complete as per drawing and Technical specification. 25 Analysis HAND RAIL rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc.

m

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt for Repairing of existing Br no-266/1 ,Ch-265310 m Item No.

Particulars/Descrption of items

Unit

1 1/2.4

2 Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) II) By Mechanical Means (a) Cement concrete grade M-15 & M-20 Wing wall(b) Prestressed/ Reinforced cement grade M-20 & above. Foundation

3

Total Quantit y 4

Cm Cm

2/12.1

Rate in Rs.

Amount (Rs.)

5

6

61.32 101.20

356.00 573.00

21,830.00 57,990.00

Cum

212.73

54.00

11,488.00

Cum

8.57

6514.00

55,851.00

Cum

53.76

9030.00

485,453.00

5.38

73279.00

393,948.00

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I.Ordinary Soil B.Mechanical means (II) With dewatering

3/12.8

(i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork. (p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35 (II) Using Batching plant Transit mixer and concrete pump

4/12.40

5/13.5

Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) tonne reinforcement bar of Fe-500 N/mm2 Substructure Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications

Item No.

Particulars/Descrption of items

Unit

1

2 (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 H. RCC Grade M 35 a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Pump. Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications

3

Total Quantit y 4

Cum

6/13.6

7/14.1

8/14.2

9/14.18

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Super Structure Furnished and placing reinforcement/Prestressed cement concrete in superstructure as per drawing and Technical Specifications. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B. RCC GRADE M 25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.

Rate in Rs.

Amount (Rs.)

5

6

30.44

9169.00

279,123.00

Tonne

3.04

73343.00

223,183.00

Cum

33.67

10591.00

356,599.00

tonne

2.69

77554.00

208,900.00

metre

36.00

1640.00

59,040.00

metre

36.00

558.00

20,088.00

metre

36.00

317.00

11,412.00

metre

36.00

17.00

612.00

Item No. 1 10/8.22

11/14.7

Particulars/Descrption of items

Amount (Rs.)

5

6

46.72 23.36

4170.00 2044.00

194,823.00 47,748.00

Cum

27.60

12025.00

331,890.00

Cum

27.60

5498.00

151,745.00

Each

4.00

10197.00

40,788.00

Each

24.00

204.00

4,896.00

Each Each

4.00

3500.00 3400.00

13,600.00

2 3 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete metre Construction of RCC railing of M30 Grade in-situ with metre 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.

12/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 13/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 14/14.9 Drainage Spouts complete as per drawing and Technical specification 15/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification 16/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud

Total Quantit y 4

Rate in Rs.

Unit

Item No.

Particulars/Descrption of items

Unit

1 17/8.51

2 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

3 Each

Total Quantit y 4 15.00

18/16.1

Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.)

Sqm

19/16.17 Replacement of Expansion Joints complete as per metre

Rate in Rs.

Amount (Rs.)

5 298.00

6 4,470.00

115.20

78.00

8,986.00

25.50

3628.00

92,514.00

Sqm

130.56

59.00

7,704.00

Sqm

32.06

614.00

19,684.00

Each Each Each Each

46.84 46.84 46.84 46.84

500.00 700.00 750.00 800.00

23,419.00 32,786.00 35,128.00 37,470.00 3,233,168.00

drawings.

20/16.2

Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. 21/16.28 (A)'Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the 22/16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers. a)12 mm dia re-bar fastners 25% of 187 b)16 mm dia re-bar fastners 25% of 187 C)20 mm dia re-bar fastners 25% of 187 d)25 mm dia re-bar fastners 25% of 187

Total-

Executive Engineer, PWD Nagaon NH Division, Nagaon

Repairing Quantity Calculation for Br no : 266/1,Ch-265310 m Sl. Item No. No. 1

2

2.4

Dismantling (M20):(ii) (A) Cement concrete grade M-15 & M-20 Wing Wall2 (B) Prestressed/ Reinforced cement grade M-20 & above Post 2 0.275 0.25 0.9 Rail2 2 0.2 0.175 Kerb2 0.5 0.2 Slab1 9.4 0.82 Dirt wall2 0.82 0.25 0.7+1.0 Abut/Pier2 3.95 2 Raft9.94 3.95

12.1 Earth work in or foundation of structures as per drawings & technical specification including setting out.(Upto 3m)-

2

15.5 3.5

3.5 3.8

3

12.8 PCC M15-

15.66

3.65

4

12.8 RCC M35 (open foundation)-

15.36

3.5

5

12.40 Reinforcement in foundation-

6

13.5

Substructure(M35)-

53.76

2 2

7

13.6 Reinforcement in Substructure-

8

14.1

9

14.2 Reinforcement in Superstructure-

10 11

12

Superstructure RCC (M25)-

0.7+1.0 2 1.00 0.65

3.5

per drawing and Technical specification. 14.18 Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. 14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification

11.5

Cm

61.32

13 19.785 23.36 3.95 3.95 3.101

Cm Cm Cm Cm Cm Cm

1.61 2.77 4.67 30.45 1.62 20.82

1 Cm Total= Cm 1.96 m3 4.0 m3

39.26 101.20 106.33 106.40

Total= 0.15 Total= 1 Total= 100 Total= Total=

3.5 3.5

3.101 0.250 Total= 100 Total= Total= 0.65 Total= 80 Total= Total= 2

7.4

2

2

30.66

3.101

33.67

14.9 Drainage Spouts complete as

Qty for 2Lane

3.5

30.43

2

Unit

m3 m3

kg kg Tonne

m3

212.73 8.57 8.57 53.76 53.76 5376.00 5376.00 5.4 18.45

Nos.

10.85 1.14 30.44 3043.00 3043.00 3.04 33.67 33.67 2693.60 2693.60 2.69 4.00

m3 Kg Kg Tonne

m3 m3 Kg Kg Tonne

3 3 3 3

12 12 12 12

Nos. Nos. Nos. Nos.

36.00 36.00 36.00 36.00

4

0.3

m3

27.60

Sl. Item No. No. 13

Unit

14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm.

14

14.7

15

8.22 Reinforced Cement Concrete

16

17 18

19

Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. 16.1 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000.(Thickness 75mm.) 16.17 Replacement of Expansion Joints complete as per drawings. 16.2 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m.

13.8 Providing weep holes in brick

2

11.5

3

Qty for 2Lane

4

0.3

m

1

23.36

m

23.36

2

23.36

m

46.72

7.5

15.36

115.20

3

8.5

25.50

8.5

15.36

metre

130.56

2

12

Nos.

24.00

4

Nos.

4.00

27.60

mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe,

20

8.47 Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm) ,90mm height (from bottom of shank to the top of stud) with detachable battery.

Sl. Item No. No. 21

Unit

8.51 RPM: Providing relfective

Qty for 2Lane

15

Nos.

15.00

0.25 3.101

sqm sqm

0.33 5.27

3.101 23.36

sqm sqm

3.10 23.36

pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification.

22

16.28 Supplying and applying Epoxy based bonding agent Masterbond EP of Choksey Chemicals or euivalent @ 0.50 Lit pe sqm after totally saturating the cleaned concrete surface.

23

16.53 Providing, placing and fixing in position Chemical rebar fastners (of M/s Hilti or M/s Sika or approved equivalent conforming to Europian standard CSTB/ETA and Civil Aid standard) of vaious diameters in Piers.

2

0.65

2

0.7+1.0 2

1 1

Total- sqm 112.408 Each 0.6

32.06 187

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt of existing Br no-266/1, Ch-265310

3

Total Quantity 4

Rate in Rs. 5

Cum

1017.62

54.00

54,952.00

Cum

98.86

6514.00

643,976.00

(II) Using Batching plant Transit mixer and concrete pump 3/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications. (A) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

Cum

528.42

9030.00

4,771,633.00

(i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Substructure Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser(Masterplast ACPL or equivalent) conforming to IS-9103-1999 B. PCC Grade M20 a) Height up to 5.0 m H. RCC Grade M 35

tonne

28.27

73279.00

2,071,656.00

Cum

80.22

8120.00

651,387.00

Cum

137.50

9169.00

1,260,740.00

Item No.

Particulars/Descrption of items

Unit

2

1

Amount (Rs.) 6

Foundation 1/12.1

2/12.8

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

I. Ordinary Soil B. Mechanical means (II) With dewatering (i) upto 3m depth Plain/Reinforced Cement concrete, in open Foundation complete as per Drawing and Technical Specifications including steel shuttering formwork.

(p) With plasticser (Master plast PL-1/SPL-2 or equivalent),air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. A.PCC Grade M15 H.RCC Grade M35

4/13.5

5/13.6

a) Height up to 5.0 m Case – II : With Batching plant, Transit Mixer and concrete Pump Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications

Item No. 1

Particulars/Descrption of items 2 (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel reinforcement bar of Fe-500 N/mm2 Super Structure

6/14.1

7/14.2

3

Total Quantity 4

Rate in Rs. 5

Tonne

17.96

73343.00

1,317,314.00

Cum

107.02

10591.00

1,133,449.00

MT

7.31

77554.00

567,230.00

metre

36.00

1640.00

59,040.00

metre

36.00

558.00

20,088.00

metre

36.00

317.00

11,412.00

metre

36.00

17.00

612.00

17.28

5200.00

89,856.00

Unit

(CRS)

Amount (Rs.) 6

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.

(P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. B.'RCC Grade M25 Case – II : Using Batching Plant, Transit Mixer and Concrete Pump ii) For T-Beam and Slab a) Height up to 5.0 m Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in superstructure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

(i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 8/14.18 Filler joint (i)'Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. ii) 'Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (iii)'Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specification. (iv)'Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. Retro reflectorised Traffic sign: 9/8.4 Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (v) 80cmm x 45 cm rectangular

Item No. 1 9/14.4

Particulars/Descrption of items

Unit

2 3 Providing and laying Cement concrete wearing m3 coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.

Total Rate in Quantity Rs. 4 5 198.56 12993.00

Amount (Rs.) 6 2,579,891.00

10/8.22 Reinforced Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete 11/Analy HAND RAIL sis Rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the Engineer- in-charge. Management shall be made for the length of the pipe only. (Rate from Annexure-I)

metre

46.72

4170.00

194,823.00

metre

46.72

1475.00

68,912.00

12/14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.

metre

23.36

2044.00

47,748.00

Cum

28.80

12025.00

346,320.00

Cum,

14.40

5498.00

79,172.00

Each

4.00

10197.00

40,788.00

RM

70.08

160.00

11,213.00

13/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) With TATA make TMT CRS (Fe-500) grade rebar 14/14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification 15/14.9 Drainage Spouts complete as per drawing and Technical specification. 16/14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m.) (B) For RCC Railing

Item No.

Particulars/Descrption of items

1 2 17/13.9 Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification. (A) Granular material 18/13.8 Providing weep holes in brick mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV:20H towards drawing foce, complete as per drawing and technical specification

3

Total Quantity 4

Rate in Rs. 5

Cum Each

360.10 30.00

1524.00 204.00

548,787.00 6,120.00

Each Each Each

4.00

3500.00 3400.00 298.00

13,600.00 0.00

Unit

Amount (Rs.) 6

19/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bidirectional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud b) Uni-directional Stud 20/8.51 Providing relfective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. Protection work 21/15.10 Curtain wall complete as per drawing and Technical

specification A. Stone masonry in cement mortar (1:3) B. Cement concrete Grade M15 22/15.11 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 23/15.9 Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works

Cum Cum Cum

69.09 157.14

4333.00 7046.00 1485.00

0.00 486,809.00 233,353.00

Cum

172.53

1679.00

289,678.00

Total-

17,600,559.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

Quantity Calculation fo Br No 266/1 Ch-265310 Sl. No. 1

Item no. 12.1 Earth work or foundation of

Unit

structures as per drawings & technical specification including setting out.

2 2

15.36 15.36 11.5 23.28

2

23.28+15.36 2 15

23.28 23.28

2

12.8

15.36

2

23.28+15.36 2

c/wall

12.8

5

m3 m3 m3 3 m 3 m

490.29 11.52 8.63 157.14 68.86

15.36 1.85 1.5

0.45 2.5 2 Total =

m 3 m m3 m3

3

103.68 107.67 69.84 1017.62

15.36 15 3.96

0.15 0.15 0.15

m m3 m3

3

27.65 34.56 22.95

13.7 m3 Total= m3

13.70 98.86

m3 m3 m3 m3 m3

184.32 9.00 11.10 324.00 528.42

RCC M35(open foundation)

12 0.25 0.25 12

1 1.5 1.5 3

2 2

60 104 10 365

32.8 26.5 54.72 2 100

kg 15185.19 kg 8710.32 kg 486.40 kg 648.89 32.4 kg 3240.00 Total = kg 28270.80 Total = Tonne 28.27

0.65

Abutment

2 2 2

12 12 2.876

0.25 0.225 12

m3 3 m 3 m

3.90 3.78 58.67

Pier cap Pier M/wall

1 1 2

12 2.876 12

1 1 4.351

m m3 3 m

3

2.70 34.51 33.94

2 2 2

12.40 Reinforcement in foundation = 25 mm dia 16 mm dia 12 mm dia 12 mm dia m/wall

13.5

2.66 1.5 1.5 0.75 0.45

1

m/wall 4

12 0.25 0.25 9 3.96

PCC M-15 12

3

Substructure RCC (M35) Dirt wall Abutment cap

0.7 0.7+1.0 2 0.225 12 0.2+0.45 2

15.36 12 14.8 4.5 Total=

Total= 6 7

13.5 13.6

Qty for 2Lane

Substructure (M20) PCC Wing wallReinforcement in substuctureDirt wall 12 mm dia 12 mm dia

2 2

6 0.78

26.55 2

Abutment cap

2

10

13.5

12

mm dia

1

137.50

80.22 m3

80.22

kg kg

283.20 238.51

kg

240.00

86

Sl. No.

Item no.

Unit 12

mm dia

2

Pier cap

12 12

mm dia mm dia

Abutment

25 12 12

mm dia 2 mm dia 2 mm dia 2 M/wall=

1.85

86

1 1

10 1.85

13.50 86.00

2 27.3 20

100 20 100 100

5.2

kg

Qty for 2Lane 282.84

kg kg

120.00 141.42

8

14.1

Furnished and placing reinforcement/Prestressed cement concrete in Superstructure M25 as per drawing and Technical Specifications.

2

kg kg 1.2 kg 33.93 kg Total = kg Total = Tonne 53.51 m3

9

14.2

Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specification.

2

3.657

10

14.18 Filler joint Providing & fixing 20 mm thick

3

12

2

MT

8024.69 970.67 4266.67 3393.00 17961.00 17.96 107.02

7.31

Nos.

36.00

23.36

m

46.72

1

23.36

m

23.36

3

23.36

m2

70.08

8.50

23.36

m3

198.56

2

2

compressible fibre board in expansion joint complete as per drawing & Technical Specification.

11

12

13

8.22

Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road,approaches to bridge structures and medians, constructed with M-20 grade concrete. 14.7 Construction of RCC Railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm. 14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered For RCC Railing

14

14.4

Providing and laying Cement concrete Wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.

15

14.9

16

13.9

Drainage Spouts complete as per drawing and Technical specification. Back filling behind Abutment ,Wing wall and Return Wall complete as per drawing and technical specification with Granular Material.

17

14.11 Reinforced cement concrete approach

18

slab including reinforcement and formwork complete as per drawing and Technical specification. 14.10 PCC M15 grade levelling course below approach slab complete as per drawing and technical specification

Nos.

4

2

12

4.00

3.751

m3

360.096

2

0.3

4.00

12

m

3

28.80

2

0.15

4.00

12

m3

14.40

Sl. No. 19

Item no. 13.8 Providing weep holes in brick

20

8.47

21

8.4

22

15.11

23

15.9

24

15.10

25 Analysi s rate

mansonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, Providing 'Sparkle Solar Road Studs,manufactured by Tata B.P. Solar India Ltd. Of siz(125mmx125mm),90mm height(frombottom of shank to the top of stud)with detachable battery. Sign board : Retro reflectorised Traffic sign: Providing and erecting of RetroReflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3 Stone apron Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Flore apron :Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works. Curtain wall complete as per drawing and Technical specification. HAND RAIL Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc.

Unit 1

30

Nos.

Qty for 2Lane 30

2

2

Nos.

4

1

17.28

2

17.28

1

157.14 m3

157.14

1

172.53 m3

172.53

1

69.09

m3

69.09

2

23.36

m

46.72

m

Executive Engineer, PWD Nagaon NH Division, Nagaon

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt of existing br no- 226/1 Ch-225454 Item No. 1

Particulars/Descrption of items

Unit

2

3

Total Rate in Rs. Quantity 4 5

Amount (Rs.) 6

Foundation 1/12.9

Providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. Well. (A) 'Assuming depth of water 1.0 m and height of island to Each be 1.25m. (c)'Providing and constructing one span service road to reach island location from one pier location to another pier metre location 2/12.10 Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per Tonne drawing and technical specification. 3/12.11 Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. (A) 'Well curb

4.00

57977.00

231,908.00

108.00

2472.00

266,976.00

54.43

101302.00

5,514,071.00

907.20

10003.00

9,074,722.00

(iv)'RCC M35 Grade Case II : With Batching Plant, Transit Mixer and Concrete Cum Pump (B) 'Well steining (viii) 'RCC M35 Grade Case II : With Batching Plant, Transit Mixer and Concrete Cum Pump (C)'Bottom Plug (iii) 'PCC Grade M30 Case II : With Batching Plant, Transit Mixer and Concrete Cum Pump (D) 'Intermediate plug (iii) 'Grade M30 PCC Case II : With Batching Plant, Transit Mixer and Concrete Cum Pump (F) 'Well cap (iv) 'RCC Grade M35 Case II : With Batching Plant, Transit Mixer and Concrete Cum Pump 4/12.18 Sinking of 12 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical metre specifications. Depth of sinking is rekonewed from bed level. A. Sandy soil (i) Depth below bed level upto 3.0 M (ii) 'Beyond 3m upto 10m depth (iii) 'Beyond 10m upto 20m (iv) 'Beyond 20m upto 30 m (a) For sinking 5/12.21 Sand filling in wells complete as per drawing and technical specifications

11875.22

9169.00 108,883,895.00

1631.84

8924.00

14,562,541.00

105.56

8133.00

858,520.00

1233.84

9030.00

11,141,576.00

metre metre metre

21.00 49.00 70.00

46710.00 51791.00 68400.00

980,910.00 2,537,759.00 4,788,000.00

metre

70.00

128301.00

8,981,070.00

cum

9289.06

1798.00

16,701,732.00

Item No. 1

Particulars/Descrption of items

Unit

2

3

Total Rate in Rs. Quantity 4 5

Amount (Rs.) 6

6/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement tonne bar of Fe-500 N/mm2 Subsructure 7/13.5 Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999 (H) 'RCC Grade M35 Case-II : 'With Batching Plant, Transit Mixer and Concrete Cum Pump 8/13.6 Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement Tonne bar of Fe-500 N/mm2 9/13.12 Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.tonne 1) section IX and clause 2003 of MoRTH specifications capacity complete including all accessories as per drawing and Technical Specifications. 10/13.11 Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.tonne 1) section IX and clause 2003 of MoRTH specifications capacity complete including all accessories as per drawing and Technical Specifications. Superstructure 11/14.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-91031999. (E) 'PSC Grade M-40 Case II : 'Using Batching Plant, Transit Mixer and Concrete Pump (ii) 'For T-beam & slab (a) Height upto 5m Cum 12/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement Tonne bar of Fe-500 N/mm2

816.90

73279.00

59,861,527.00

507.68

9169.00

4,654,955.00

139.85

73343.00

10,256,799.00

4200.00

1191.00

5,002,200.00

4200.00

953.00

4,002,600.00

2748.00

10920.00

30,008,160.00

351.78

77554.00

27,281,947.00

Item No. 1

Particulars/Descrption of items

Unit

2

3

13/14.3 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete Tonne as per drawing and Technical Specifications 14/14.5 Mastic Asphalt (A) Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope aftering cleaning the surface, including providing antiskid surface with bitumen pre coated fine grained hard stone shipping of 9.5mm nominal size at the rate of .005 cum per 10sqm and at approximate spaciong of 10cm center to center in both directions, pressed into surfaces when temperature of the surfaces not less than 100 degC. , protuding 1mm to 4mm over mastic surfaces, all complete as per clause 515.

Total Rate in Rs. Quantity 4 5

Amount (Rs.) 6

117.72

167708.00

19,742,586.00

2215.44

329.00

728,880.00

521.28

2044.00

1,065,497.00

84.00

11804.00

991,536.00

521.28

4170.00

2,173,738.00

Cum

954.72

1524.00

1,454,994.00

Each

40.00

204.00

8,160.00

Each

24.00

10197.00

244,728.00

Cum

28.80

5498.00

158,343.00

sqm

15/14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to metre exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. 16/14.22 Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the metre manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation). 17/8.22 Reinforced Cement Concrete Crash

Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete metre 18/13.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) 'Granular material 19/13.8 Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. 20/14.9 Drainage Spouts complete as per drawing and Technical specification 21/14.10 leveling course below approach slab complete as per drawing and Technical specification' (PCC M15 Grade)

Item No. 1

Particulars/Descrption of items

Unit

2

3

Total Rate in Rs. Quantity 4 5

Amount (Rs.) 6

22/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (A) With TATA make TMT CRS (Fe-500) grade rebar 23/14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) (B) For RCC Railing 24/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bidirectional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Studb) Uni-directional Stud25/8.51 Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Cum

28.80

12025.00

346,320.00

RM

781.92

160.00

125,108.00

Each Each

4.00

3500.00 3400.00

13,600.00

Each

100.00

298.00

29,800.00

Protection work 26/15.5 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications. Cum

988.25

1862.00

1840122.00

Cum

3294.180

1463.00

4819386.00

2838.29 1463.00 Total cost (in Rs.) :

4152419.00 363,487,085.00

27/15.4 Providing and laying pitching on slop laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and drawing technical specification . a) Stone/Boulder 28/15.1 Providing nad laying boulder apron on river bed for protection against scour with stone/boulders weighing not les than 40 kg each complete as per drawing technical specifications.

Cum

Executive Engineer, PWD Nagaon NH Division, Nagaon

816.90 73279.00 59,861,616.00

Quantity Calculation fo Br. No. 226/1 ch-225454 m,L- 6x40m Sl. No.

Unit

1 (i) Temporary Island 24m dia (ii) Service Road 2 Cutting edge

6

7

1 18 60

4

Nos. m

3

129.60 T

3 PCC/RCC work in well foundation : a) Well curb (RCC M-35) b) Well Steining (RCC M-35) 27xπ/4(12²- 8²)x7 c) Bottom Plug (PCC M-30)

7

129.60

m

Qty for 2Lane

4.00 108.00 54432.00 54.43

3

907.20 11875.22 1631.84

3

105.56 385.64 848.20 1233.84

7

233.12

m3 3 m

7 2 5

15.08 192.82 169.64

m m3 m3

d) Intermediate Plug (PCC M-30) e) Well Cap (RCC M-35)

Total4 Sinking of well 0 to 3 m 3 to 10 m 10 to 20 m 20 to 30 m

7 7 7 7

3 7 10 10

m m m m

21.00 49.00 70.00 70.00

5 Sand fill 7 x π/4 x 8² x 26.4 6 Reinforcement in foundation (HYSD bars): Well Curb mm dia 7 8.5 12 mm dia 12 7 1.8 mm dia 20 7 28.5

3

9289.06

0.89 Kg 6 0.89 Kg 2.47 Kg

9943.11 12633.60 20196.30

6.32 6.32 0.89 0.89 6.32

Kg Kg Kg Kg Kg

236246.91 205432.10 54600.00 2100.00 131476.54

6.32 6.32 2.47 2.47

Kg Kg Kg Kg

12894.81 13805.04 5392.59 5037.04

m

188

188 41

Steining 32 32 12 12 32 Abutment well cap 32 32 20 20 Pier 32 28

mm dia mm dia mm dia mm dia mm dia

5 5 7 7 2

230 200 135 135 170+150

32.5 32.5 32.5 2.5 32.5

mm dia mm dia mm dia mm dia

2 2 2 2

120 120 120 120

8.5 9.1 9.1 8.5

mm dia mm dia

5 5

120 120

8 8

7 Sub structure (RCC M-35)

2 1

2 2

6.32 4.84 TotalTotal-

Kg Kg Kg Tonne

60681.48 46459.26 816898.79 816.90

Dirt wall Abutment Cap Return wall Abutment

2 2 4 2

Pier cap Pier

5 5

8 Reinforcement in substructureDirt wall Return wall Abutment Cap Abutment 2 Pier Cap 5 Pier 5

0.3 0.23 0.6 1+1.5 2 27 2.79

2 4 2

12 1 3.27 3.57

3.86 12 4 12

1.2

4 4

12

175 175 6

27.79 5.52 31.39 107.10

3

135.00 200.88 507.684

m 3 m Total- m3

2007 620 600 12379 9100 12379

9 Roller bearing10 Rocker Bearing11 Super struture (PSC M-40)

m3 3 m 0.3 m3 3 m

6.00 6.00 458

kg kg kg kg kg kg Total- kg Total- Tonne Tonne Tonne m3

4014.00 2480.00 1200.00 24758.00 45500.00 61895.00 139847.00 139.85 4200.00 4200.00 2748.00

m3

2748.00

12 Reinforcement bar in super structure (TMT CRS) 6

58.63

T T

351.78 351.78

6

19.62

T

117.72

13 Reinforcement bar in super structure (High tensile steel)

14 Wearing coat(Mastic Asphalt)1 15 16 17 18 19

RCC RailingStrip seal Expansion JointCrash barrier Back fill behind abutment Leveling course (M-15) (Below approach slab)-

20 21 22 23 24 25

Weep holes Drainage spout Apprpoach slab (M25) Painting Soler stud RPM

8.5

260.64

2

1 7 2 7.65

2 6 2 3

20 4 4 260.64 1

521.28 12 260.64 12

0.3 4.00 100

Sqm

2215.44

Rm M

521.28 84.00 521.28 954.72 28.80 34.08 40.00 24.00 28.80 781.92 4.00 100.00

5.2 m3 28.8 m3 Nos. Sqm 12 m3 Sqm Nos. Nos.

Executive Engineer, PWD Nagaon NH Division,

Protection work at Bridge at chainage-225454m Item

Descriptions

Unit

Estmated Quantity

Rate in Rs.

Amount in Rs

1 1

2 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications.

3

4

5

6

2

Providing and laying pitching on slop laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and drawing technical specification . a) Stone/Boulder

3

Providing nad laying boulder apron on river bed for protection against scour with stone/boulders weighing not les than 40 kg each complete as per drawing technical specifications.

Cum

988.25

1263.00

1248159.75

Cum

3294.180

1154.00

3801483.72

Cum

2838.29 1154.00 Total cost (in Rs.) :

3275386.66 8325030.13

Executive Engineer, PWD Nagaon NH Division,

2.99 6.32

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt of existing br no- 232/1 Ch-231240 Item No.

Particulars/Descrption of items

Unit

2

3

Total Rate in Rs. Quantity 4 5

Amount (Rs.) 6

Foundation 1/12.9

Providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. Well.

(A) 'Assuming depth of water 1.0 m and height of island to Each be 1.25m. (c)'Providing and constructing one span service road to reach island location from one pier location to another pier metre location 2/12.10 Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing Tonne and technical specification. 3/12.11 Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-91031999.

57977.00

0.00

2472.00

0.00

15.55

101302.00

1,575,449.00

Cum

259.20

10003.00

2,592,778.00

Cum

3392.92

9169.00

31,109,685.00

Cum

466.24

8924.00

4,160,726.00

Cum

30.16

8133.00

245,292.00

Cum

385.64

9030.00

3,482,330.00

metre metre metre

6.00 14.00 20.00

46710.00 51791.00 68400.00

280,260.00 725,074.00 1,368,000.00

metre

20.00

128301.00

2,566,020.00

cum

2654.02

1798.00

4,771,924.00

(A) 'Well curb

(iv)'RCC M35 Grade Case II : With Batching Plant, Transit Mixer and Concrete Pump (B) 'Well steining (viii) 'RCC M35 Grade Case II : With Batching Plant, Transit Mixer and Concrete Pump (C)'Bottom Plug (iii) 'PCC Grade M30 Case II : With Batching Plant, Transit Mixer and Concrete Pump (D) 'Intermediate plug (iii) 'Grade M30 PCC Case II : With Batching Plant, Transit Mixer and Concrete Pump (F) 'Well cap (iv) 'RCC Grade M35 Case II : With Batching Plant, Transit Mixer and Concrete Pump 4/12.18 Sinking of 12 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. A. Sandy soil (i) Depth below bed level upto 3.0 M (ii) 'Beyond 3m upto 10m depth (iii) 'Beyond 10m upto 20m (iv) 'Beyond 20m upto 30 m (a) For sinking 5/12.21 Sand filling in wells complete as per drawing and technical specifications

metre

Item No. 6/12.40

7/13.5

Particulars/Descrption of items

Unit

2

3

Total Rate in Rs. Quantity 4 5

Amount (Rs.) 6

Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 Subsructure Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999

tonne

(H) 'RCC Grade M35 Case-II : 'With Batching Plant, Transit Mixer and Concrete Cum Pump 8/13.6 Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar Tonne of Fe-500 N/mm2 9/13.12 Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications tonne complete including all accessories as per drawing and capacity Technical Specifications.

165.72

73279.00

12,143,870.00

145.01

9169.00

1,329,557.00

31.61

73343.00

2,318,619.00

776.00

1191.00

924,216.00

776.00

953.00

739,528.00

510.00

10920.00

5,569,200.00

64.30

77554.00

4,986,723.00

20.70

167708.00

3,471,556.00

10/13.11 Supplying, fitting and fixing in position true to line and level

cast steel rocker bearing conforming to IRC: 83(Pt.-1) tonne section IX and clause 2003 of MoRTH specifications capacity complete including all accessories as per drawing and Technical Specifications.

Superstructure 11/14.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. (E) 'PSC Grade M-40 Case II : 'Using Batching Plant, Transit Mixer and Concrete Pump (ii) 'For T-beam & slab (a) Height upto 5m Cum 12/14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar Tonne of Fe-500 N/mm2 13/14.3 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete Tonne as per drawing and Technical Specifications 14/14.5 Mastic Asphalt

Item No.

Particulars/Descrption of items

Unit

2

3

(A) Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope aftering cleaning the surface, including providing antiskid surface with bitumen pre coated fine grained hard stone shipping of 9.5mm nominal size at the rate of .005 cum per 10sqm and at approximate spaciong of 10cm center to center in both directions, pressed into surfaces when temperature of the surfaces not less than 100 degC. , protuding 1mm to 4mm over mastic surfaces, all complete as per clause 515.

Amount (Rs.) 6

474.64

329.00

156,157.00

15/14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to metre exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.

55.48

2044.00

113,402.00

16/14.22 Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the metre manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation).

24.00

11804.00

283,296.00

8.64

5200.00

44,928.00

110.96

4170.00

462,704.00

17/8.4

sqm

Total Rate in Rs. Quantity 4 5

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)

(v) 80cmm x 45 cm rectangular 18/8.22 Reinforced Cement

Sqm Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete metre

Item No.

Particulars/Descrption of items

Unit

2

3

Total Rate in Rs. Quantity 4 5

Amount (Rs.) 6

19/Analy HAND RAIL sis Rate Providing and fixing hand rail over the crash barrier

consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the Engineer- in-charge. Management shall be made for the length of the pipe only. (Rate from Annexure-I)

metre

111.68

1475.00

164,728.00

Cum

944.05

1524.00

1,438,736.00

Each

40.00

204.00

8,160.00

Each

4.00

10197.00

40,788.00

Cum

28.80

5498.00

158,343.00

Cum

28.80

12025.00

346,320.00

(B) For RCC Railing 26/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bidirectional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician).

RM

167.52

160.00

26,804.00

a) Bi-directional Studb) Uni-directional Stud27/8.51 Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Each Each

4.00

3500.00 3400.00

13,600.00

Each

60.00

298.00

17,880.00

20/13.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) 'Granular material 21/13.8 Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. 22/14.9 Drainage Spouts complete as per drawing and Technical specification 23/14.10 leveling course below approach slab complete as per drawing and Technical specification' (PCC M15 Grade) 24/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (A) With TATA make TMT CRS (Fe-500) grade rebar 25/14.16 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )

Protection work 28/15.5 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications.

Item No.

Particulars/Descrption of items

Unit

2

3

Total Rate in Rs. Quantity 4 5

Amount (Rs.) 6

Cum

2134.720

1862.00

3974848.64

Cum

1642.930

1463.00

2403606.59

Cum

4040.790 1463.00 Total cost (in Rs.) :

5911675.77 99,926,784.00

29/15.4 Providing and laying pitching on slop laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and drawing technical specification . a) Stone/Boulder

30/15.1 Providing nad laying boulder apron on river bed for protection against scour with stone/boulders weighing not les than 40 kg each complete as per drawing technical specifications.

Executive Engineer, PWD Nagaon NH Division, Nagaon

B. M 40 grade concrete

Executive Engineer, PWD Nagaon NH Division,

Quantity Calculation fo Br. No.232/1 Ch-231240,L-1x45m Sl. No. 1 (i) Temporary Island 24m dia (ii) Service Road 2 Cutting edge

Unit Nos. m 2

60

3

129.60 T

3

PCC/RCC work in well foundation : a) Well curb (RCC M-35) b) Well Steining (RCC M-35) 27xπ/4(12²-8²)x2 c) Bottom Plug (PCC M-30)

2

129.60

m

Qty for 2Lane 0.00 0.00 15552.00 15.55

3

259.20 3392.92 466.24

2

233.12

m3 3 m

2 2

15.08 192.82

m3 m3

30.16 385.64 385.64

m m m m

6.00 14.00 20.00 20.00

d) Intermediate Plug (PCC M-30) e) Well Cap (RCC M-35)

Total4

5 6

Sinking of well 0 to 3 m 3 to 10 m 10 to 20 m 20 to 30 m Sand fill 7 x π/4 x 8² x 26.4 Reinforcement in foundation (HYSD bars): Well Curb mm dia 2 8.5 12 mm dia 12 2 1.8 mm dia 20 2 28.5

2 2 2 2

3 7 10 10

188

188 41

6

m3

2654.02

0.89 Kg 0.89 Kg 2.47 Kg

2840.89 3609.60 5770.37

Steining 28 28 12 12 Abutment well cap 32 32 32 32

7

mm dia mm dia mm dia mm dia

2 2 2 2

160 140 135 135

32.5 32.5 38.5 2.5

mm dia mm dia mm dia mm dia

2 2 2 2

120 120 60 60

9.1 8.5 9.1 8.5

2 2 4 2

0.3 12 4 1+1.5 2

12 1 3.27 3.39

Sub structure (RCC M-35) Dirt wall Abutment Cap Return wall Abutment

2 1

3.94 0.23 0.6 12

4.84 4.84 0.89 0.89

Kg Kg Kg Kg

6.32 6.32 6.32 6.32 TotalTotal-

Kg Kg Kg Kg Kg Tonne

0.3

m3 3 m m3 m3

50330.86 44039.51 18480.00 600.00 13805.04 12894.81 6902.52 6447.41 165721.01 165.72 28.37 5.52 9.42 101.70 145.01

8

Reinforcement in substructureDirt wall Return wall

2 4

2007 620

kg kg

4014.00 2480.00

Abutment Cap Abutment32 32 32 12 12

mm dia mm dia mm dia mm dia mm dia

2

600

2 2 2 2 2

6.22 6.22 9.61 23 23

97 49 48 32.1 97

1.5

1 1

4 4 1

194.00 194.00 510.00

9 Roller bearing10 Rocker Bearing11 Super struture (PSC M-40)

kg 6.32 6.32 6.32 0.89 0.89 TotalTotal-

kg kg kg kg kg kg Tonne Tonne Tonne m3 m3 m3

1200.00 7627.41 3853.02 5831.49 1312.53 5294.91 31613.36 31.613 776.00 776.00 510.00 0.00 510.00

12 Reinforcement bar in super structure (TMT CRS) -

13 HTS Stand

1

64.3

T

1

20.7

T

64.30 64.30 20.7

14 Wearing coat(Mastic Asphtl)1 15 16 17 18 19 20 21 22 23 24 25 26 27

RCC RailingStrip seal Expansion JointCrash barrier Back fill behind abutment Leveling course (M-15) (Below approach slab)Weep holes Drainage spout Apprpoach slab (M25) Painting Soler stud

RPM Sign board Hand rail for crash Barrier :

8.5

55.84

2

1 2 2 7.55

2 1 2 3

20 4 4 55.84 1 1 2

55.48 12 55.48 12

0.3

60 8.64 55.84

Sqm

474.64

Rm m

55.48 24.00 110.96 944.05 28.80 40.00 4.00 28.80 167.52 4.00 60.00 8.64 111.68

5.21 m3 28.8 m3 Nos. Sqm 12 m3 Sqm 4 Nos. Nos. Sqm m

Executive Engineer, PWD Nagaon NH Division, Nagaon

Protection work of Bridge at chainage- 231240 m Item

Descriptions

1 2 1/15 Providing and laying filter material .5 underneath pitching in slopes complete as per drawing and technical specifications.

Unit

Estmated Quantity

Rate in Rs.

Amount in Rs

3

4

5

6

Cum

2134.720

1862.00

3974848.64

Cum

1642.930

1463.00

2403606.59

Cum

4040.790 1463.00 Total cost (in Rs.) :

5911675.77 12290131

2/15 Providing and laying pitching on slop laid .4 over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and drawing technical specification . a) Stone/Boulder

3/15 Providing nad laying boulder apron on river .1 bed for protection against scour with stone/boulders weighing not les than 40 kg each complete as per drawing technical specifications.

Executive Engineer, PWD Nagaon NH Division, Nagaon

Item

Descriptions

1 1/15.5

2 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications.

2/15.4

Providing and laying pitching on slop laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and drawing technical specification . a) Stone/Boulder

3/15.1

Providing nad laying boulder apron on river bed for protection against scour with stone/boulders weighing not les than 40 kg each complete as per drawing technical specifications.

Unit

Estmated Quantity

Rate in Rs.

3

4

5

Cum

2134.720

1862.00

Cum

1642.930

1463.00

Cum

4040.790 1463.00 Total cost (in Rs.) :

Amount in Rs 6

3974848.64

2403606.59

5911675.77 12290131

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt of existing br no- 241/1 Ch- 240272 Item No.

Particulars/Descrption of items

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

2

3

4

5

6

9.00

57977.00

521,793.00

162.00

2472.00

400,464.00

85.54

101302.00

8,664,968.00

10003.00

14,260,277.00

Foundation 1/12.9

Providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. Well. (A) 'Assuming depth of water 1.0 m and height of Each island to be 1.25m. (c)'Providing and constructing one span service road to reach island location from one pier location metre to another pier location 2/12.10 Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation Tonne complete as per drawing and technical specification. 3/12.11 Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. (A) 'Well curb

(iv)'RCC M35 Grade Case II : With Batching Plant, Transit Mixer and Cum 1425.60 Concrete Pump (B) 'Well steining (viii) 'RCC M35 Grade Case II : With Batching Plant, Transit Mixer and Cum 18661.06 Concrete Pump (C)'Bottom Plug (iii) 'PCC Grade M30 Case II : With Batching Plant, Transit Mixer and Cum 2565.53 Concrete Pump (D) 'Intermediate plug (iii) 'Grade M30 PCC Case II : With Batching Plant, Transit Mixer and Cum 165.88 Concrete Pump (F) 'Well cap (iv) 'RCC Grade M35 Case II : With Batching Plant, Transit Mixer and Cum 1912.40 Concrete Pump 4/12.18 Sinking of 12 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing metre and technical specifications. Depth of sinking is rekonewed from bed level. A. Sandy soil (i) Depth below bed level upto 3.0 M (ii) 'Beyond 3m upto 10m depth (iii) 'Beyond 10m upto 20m (iv) 'Beyond 20m upto 30 m (a) For sinking

9169.00 171,103,263.00

8924.00

22,894,790.00

8133.00

1,349,103.00

9030.00

17,268,972.00

metre metre metre

33.00 77.00 110.00

46710.00 51791.00 68400.00

1,541,430.00 3,987,907.00 7,524,000.00

metre

110.00

128301.00

14,113,110.00

Item No.

Particulars/Descrption of items

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

2

3

4

5

6

cum

14597.10

1798.00

26,245,579.00

tonne

1285.93

73279.00

94,232,008.00

Cum

681.89

9169.00

6,252,210.00

73343.00

12,441,082.00

1191.00

6,431,400.00

953.00

5,146,200.00

10920.00

36,254,400.00

5/12.21 Sand filling in wells complete as per drawing and technical specifications 6/12.40 Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant reinforcement bar of Fe-500 N/mm2

Steel

(CRS)

Subsructure 7/13.5

8/13.6

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999 (H) 'RCC Grade M35 Case-II : 'With Batching Plant, Transit Mixer and Concrete Pump Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

(i) TMT Corrosion Resistant Steel (CRS) Tonne 169.63 reinforcement bar of Fe-500 N/mm2 9/13.12 Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to tonne IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH 5400.00 capacity specifications complete including all accessories as per drawing and Technical Specifications. 10/13.11 Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH tonne 5400.00 specifications complete including all accessories as capacity per drawing and Technical Specifications.

Superstructure 11/14.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. (E) 'PSC Grade M-40 Case II : 'Using Batching Plant, Transit Mixer and Concrete Pump (ii) 'For T-beam & slab (a) Height upto 5m

Cum

3320.00

Item No. 12/14.2

Particulars/Descrption of items

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

2

3

4

5

6

419.00

77554.00

32,495,126.00

126.00

167708.00

21,131,208.00

2875.04

329.00

945,889.00

338.24

2044.00

691,363.00

132.00

11804.00

1,558,128.00

8.64

5200.00

44,928.00

Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in superstructure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

(i) TMT Corrosion Resistant Steel (CRS) Tonne reinforcement bar of Fe-500 N/mm2 13/14.3 High tensile steel wires/strands including all accessories for stressing, stressing operations and Tonne grouting complete as per drawing and Technical Specifications 14/14.5 Mastic Asphalt (A) Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope aftering cleaning the surface, including providing antiskid surface with bitumen pre coated fine grained hard stone shipping of 9.5mm nominal sqm size at the rate of .005 cum per 10sqm and at approximate spaciong of 10cm center to center in both directions, pressed into surfaces when temperature of the surfaces not less than 100 degC. , protuding 1mm to 4mm over mastic surfaces, all complete as per clause 515. 15/14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space metre between vertical posts for expansion, complete as per approved drawings and technical specifications. 16/14.22 Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their metre authorised representative ensuring compliance to the manufacturer's instruction for installation). 17/8.4

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (v) 80cmm x 45 cm rectangular

Sqm

Item No.

Particulars/Descrption of items

Total Quantity

Rate in Rs.

Amount (Rs.)

4

5

6

676.48

4170.00

2,820,922.00

676.48

1475.00

997,808.00

Cum

837.28

1524.00

1,276,020.00

Each

40.00

204.00

8,160.00

Each

40.00

10197.00

407,880.00

Cum

28.80

5498.00

158,343.00

Cum

28.80

12025.00

346,320.00

Unit

2 3 Cement Concrete Crash Barrier(Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia,450mm long at expension joints filled with free moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circuler No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. B. M 40 grade concrete metre 19/Analy HAND RAIL sis Rate Providing and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The metre thickness of plates to be as shown in the drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the Engineer- in-charge. Management shall be made for the length of the pipe only. (Rate from Annexure-I) 18/8.22 Reinforced

20/13.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) 'Granular material 21/13.8 Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. 22/14.9 Drainage Spouts complete as per drawing and Technical specification 23/14.10 leveling course below approach slab complete as per drawing and Technical specification' (PCC M15 Grade) 24/14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (A) With TATA make TMT CRS (Fe-500) grade 25/14.16 rebar Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )

Item No.

Particulars/Descrption of items

Unit

Total Quantity

Rate in Rs.

Amount (Rs.)

2

3 RM

4 1014.72

5 160.00

6 162,356.00

Each Each

4.00

3500.00 3400.00

13,600.00

Each

100.00

298.00

29,800.00

(B) For RCC Railing 26/8.47 Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician).

a) Bi-directional Studb) Uni-directional Stud27/8.51 Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

28

29

30

Protection work Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications. Cum Providing and laying pitching on slop laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and drawing technical specification . Cum a) Stone/Boulder Providing nad laying boulder apron on river bed for protection against scour with stone/boulders weighing not les than 40 kg each complete as per drawing technical Cum specifications.

888.990

1862.00

1655300.00

2666.980

1463.00

3901792.00

5007.860 1463.00 7326500.00 Total cost (in Rs.) : 526,604,399.00

Executive Engineer, PWD Nagaon NH Division, Nagaon

513,720,807.00

12883592.00

Quantity Calculation fo Br. No.241/1 Ch-240272,L- 1x9m Sl. No.

Unit

1 (i) Temporary Island 24m dia (ii) Service Road 2 Cutting edge

11

3 PCC/RCC work in well foundation : a) Well curb (RCC M-35) b) Well Steining (RCC M-35) 11xπ/4(12²- 8²)x27 c) Bottom Plug (PCC M-30)

1 9 60.00

9 Nos. 3 18 m 129.60 kg T

11 129.60

11

233.23

11 2 9

15.08 192.82 169.64

Qty for 2Lane 9.00 162.00 85536.00 85.54

3

1425.60

m3 3 m

18661.06 2565.53

3

165.88 385.64 1526.76 1912.40

m

d) Intermediate Plug (PCC M-30) e) Well Cap (RCC M-35)

4 Sinking of well 0 to 3 m 11 3 to 10 m 11 10 to 20 m 11 20 to 30 m 11 5 Sand fill 11 x π/4 x 8² x 26.4 6 Reinforcement in foundation (HYSD bars): Well Curb mm dia 11 8.5 188 12 mm dia 12 11 1.8 188 mm dia 20 11 28.5 16

m m3 m3 Total- m3

3 7 10 10

6

m m m m

33.00 77.00 110.00 110.00

m3

14597.10

0.89 0.89 2.47

Kg Kg Kg

15624.89 19852.80 12385.19

2.47 2.47 2.47 2.47 0.89 0.89

Kg Kg Kg Kg Kg Kg

32098.77 28888.89 144444.44 130000.00 101640.00 594000.00

4.84 4.84 2.47 2.47

Kg Kg Kg Kg

10569.48 9872.59 5392.59 5037.04

6.32 4.84 TotalTotal-

Kg Kg Kg Tonne

Steining 20 20 20 20 12 12 Abutment well cap 28 28 20 20

mm dia mm dia mm dia mm dia mm dia mm dia

2 2 9 9 11 11

200 180 200 180 135 135

32.5 32.5 32.5 32.5 38.5 2.5

mm dia mm dia mm dia mm dia

2 2 2 2

120 120 120 120

9.1 8.5 9.1 8.5

mm dia mm dia

9 9

120 96

8 8

2 180

Pier 32 28

7 Sub structure (RCC M-35)

2 2

109226.67 66901.33 1285934.68 1285.935

Sl. No. 7

Unit

Dirt wall Abutment Cap Return wall Abutment

2 2 4 2

Pier Cap Pier

9 9

0.3 0.23 0.6 1+1.5 2 27 2.36

2 4 2

2007 620 600

2 2 2 2 2 9

5.96 8.95 5.96 27 97 9100

97 49 61 21 21

2 9

9 26.8

78 16

5.94

4 4 10

135.00 135.00 332.00

8 Reinforcement in substructureDirt wall Return wall Abutment Cap Abutment32 mm dia 32 mm dia 32 mm dia 12 mm dia 12 mm dia Pier Cap

3.36 1 3.27 3.13

1.20

12 12 4 12

m 3 m 3 m m3

3

24.19 5.52 9.42 93.90

m3 m3 Total- m3

243.000 305.856 681.886

kg kg kg

4014.00 2480.00 1200.00

6.32 6.32 6.32 0.89 0.89

kg kg kg kg kg kg

7308.58 5544.14 4596.12 1008.00 5432.00 81900.00

6.32 0.89 TotalTotal-

kg kg kg Tonne

52715.520 3430.400 169628.754 169.629

Tonne Tonne m3

5400.00 5400.00 3320.00

0.3

12

1.5

Qty for 2Lane

Pier 32 12

9 10 11 12

mm dia mm dia

Roller bearing10 Rocker Bearing10 Super struture (RCC M-40) Reinforcement bar in super structure (TMT CRS) -

10

41.9 T

13 HTS Stand

T 10

12.6

419.00 419.00 0 126.00

14 Wearing coat(Mastic Asphtl)15 16 17 18 19 20 21 22 23 24 25 26 27

1 8.5 338 RCC Railing1 Strip seal Expansion Joint11 Crash barrier 2 Back fill behind abutment 2 5.20 Leveling course (M-15) (Below approach slab)Weep holes 2 Drainage spout 10 Apprpoach slab (M25) 2 4 Painting 3 Soler stud RPM 1 Sign board 2 Hand rail for crash Barrier : 2

338.24 12 338.24 12 20 4

0.3 338.24 1.00 100 4.32 338.24

Sqm Rm m 6.709 m3 28.8 m3 Nos. Sqm 12 m3 Sqm 4 Nos. Nos. Sqm m

2875.04 338.24 132.00 676.48 837.28 28.80 40.00 40.00 28.80 1014.72 4.00 100.00 8.64 676.48

Sl. No.

Unit

Qty for 2Lane

Executive Engineer, PWD Nagaon NH Division, Nagaon

²

Name of Work: 4 Lane Connectivity from Nagaon to Itanagar in Arunachal Pradesh under SARDP NE Work (Phase A). 4 Laning of NH 52 from the end of Biswanath Chariali by-pass (Km 208.00) to Gohpur (km 265.5) (Total Length = 57.50 km) in Sonitpur district in the state of Assam Ref : Based on SOR 2013-2014 for Roads and Bridge Works,PWD,Assam. Esstt of existing br no- 209/1 Ch- 208415 m

Item No.

Rate in Total Rs. Quantity

Particulars/Descrption of items

Unit

2

3

4

5

6

each

0.00

57977.00

0.00

each

1.00

885693.00

885693.00

metre

42.00

2472.00

103824.00

MT

19.45

101302.00

1970324.00

Cum

389.04

8319.00

3236424.00

Cum

4146.92

7626.00

31624412.00

Cum

699.690

7356.00

5146920.00

Cum

45.240

6888.00

311614.00

Cum

605.680

7140.00

4324556.00

Metre Metre Metre

9.00 21.00 30.00

46710.00 51791.00 68400.00

420390.00 1087611.00 2052000.00

15.00

128301.00

1924515.00

3242.130

1798.00

5829350.00

1

Amount (Rs.)

Part-A. : BRIDGE PROPER

Foundation 1 /12.9

2 /12.10

3 /12.11

4/12.18

Providing and constructing temporary island 20m diameter for construction of well foundation for 12m dia. Well complete as per Drawing and MoSRT&H's Technical Specification Nos. 1200 . A) Assuming depth of water 1.0 m and height of island to be 1.25m. B) Assuming depth of water 4.0m and height of island 4.5m. C) Providing and constructing one span service road to reach island location from one pier location to another pier location. Well Foundation Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and MoSRT&H's Technical Specification Nos. 1200 & 1900. Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and MoSRT&H's Technical Specificationcl Nos. 1200,1500 & 1700 A. Well Curb IV) RCC M - 35 grade Case - I : Using concrete mixer. B. Well steining VIII) RCC M- 35 grade Case I : Using concrete mixer. C. Bottom Plug IV) PCC grade M-35 Case - I : Using concrete mixer. D. Intermediate plug lII) PCC grade M - 30 Case - I : Using concrete mixer. F. Well Cap IV) RCC M - 35 grade Case - I : using concrete mixer. Sinking of 12m external diameter well (other than pneumatic method of sinking ) through all types of soil strata namely sandy soil,clayey soil and rock complete as per Drawing as per MORTH Section No. 1200 . A. Sandy soil I) Depth below Bed level up to 3.0m II) Beyond 3.0 m upto 10.0 m III) Additional depth beyond 10m up to 20m IV)Additional depth beyond 20m up to 30m. With Kentledge.

Metre

(a) For sinking

5 /12.21

Sand Filling in Wells complete as per drawing and as per Technical Specification as per MORTH Cum Section No. 1207 .

Item No.

Particulars/Descrption of items

1 2 6 / 12.40 Reinforcement in Foundation: Supplying,

fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications

Unit 3

Rate in Total Rs. Quantity

Amount (Rs.)

4

5

6

338.40

73279.00

24797614.00

220.35

8801.00

1939292.00

32.30

73343.00

2368979.00

1550.00

953.00

1477150.00

1550

1191.00

1846050.00

1016.00

8889.00

9031224.00

MT

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2

Substructure 7 / 13.5 (B)

8 / 13.6

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications cl. no. 1500,1700 & 2200 including providing plasticiser ( Masterplast PL-1 SPL-2 OR equivalennt)air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS: 1903-1999 and steel shuttering formwork H) RCC Grade M 35 Cum b)Height 5.0m to 10.0m Case-I : Using Concrete Mixer Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications

MT

(a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2

9 / 13.11 Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-I) section IX and clause 2003 of tonne MoRTH specifications complete including all accessories as per drawing and Technical Specifications. Supplying, fitting and fixing in position true to line and level forged steel rocker bearing conforming to IRC: 83(Pt.-I) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical 10/13.12 Specifications. tonne

Superstructure 11/ 14.1

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification including providing plasticiser ( Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS: 1903-1999 and steel shuttering formwork as per specification and direction of Engineer in charge. D. RCC/PSC grade M - 35 Case I : Using concrete mixer (ii)For T beam and slab, b) Height 5.0m to 10.0 m Cum

12/ 14.2 Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel

Item No. 1

Particulars/Descrption of items

Unit

2

3

Amount (Rs.)

4

5

6

144.62

77554.00

11215860.00

Tonne

48.4

167708.00

8117068.00

Cum

1086.960

12993.00

14122872.00

Metre

44.40

11804.00

524098.00

207.04

4170.00

863357.00

Nos

10.00

10197.00

101970.00

Cum

778.98

1524.00

1187166.00

34.08

5498.00

187372.00

34.08

12025.00

409812.00

40.00

204.00

8160.00

(i) TMT Corrosion Resistant Steel (CRS) reinforcement Tonne bar of Fe-500 N/mm2

High tensile steel wires/strands including all accessories for stressing,stressing operations and grouting complete as per drawing and Technical specifications. 14/14.4 Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical specification of section 1800 of MORTH Specification of Roads and Bridge Work . 15 / 14.22 Providing Strip Seal Expansion (Providing and laying strip seal expansion joint catering to maximum horizontal movement upto 70mm complete as per drawing and clause no 2607 of MORTH Specification of Roads and Bridge Works for superstructure works to be installed by the manufacturer / supplier or their authorise representative ensuring compliance to the manufacturer's instruction for installation. 16 /8.22 RCC Crash Barrier (provosion of an RCC crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with concrete with HYSD/ TMT reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/ NH 33022/ 1/ 94-DO III dated June 1994 as per B. M 40 grade concrete 17 / 14.9 Providing Drainage Spouts complete as per approved drawing and technical specifications clause 2705 of MORTH Specification of Roads and Bridge Works for superstructure works Miscellaneous Works 18 / 13.9 Back filling behind abutment, wing wall and return wall complete as per drawing and clause no 710.1.4 of IRC:78 & 2200 MORTH Specification. (A) Granular material

Rate in Total Rs. Quantity

13/14.3

Metre

19 /14.10 PCC M15 Grade levelling course below approach slab complete as per approved drawing and Cum technical specifications clause 2700 of MORTH Specification. 20 / 14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Cum Technical specification (A) With TATA make TMT CRS (Fe-500) grade rebar

21 /13.8

Providing weep holes in brick masonry ,plain/Reinforcement concrete abutment,wing wall/return wall with 100mm dia AC pipe,extending through the full width of the structure with slope of each 1V:20H towards drrawing force complete as per approved drawing and technical specifications.

Item No.

Particulars/Descrption of items

1 2 22 /14.16 Painting on concrete surface (providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust,oil,grease,efflorescence and applying paint @ of 1 litre for 2 Sqm.) complete as per drawing and technical specifications clause 800 of MORTH Specification of Roads and Bridge Works for superstructure works

Unit 3

Rm ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per Each minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician).

(B) For RCC Railing

Rate in Total Rs. Quantity

Amount (Rs.)

4

5

6

207.04

160.00

33127.00

4.00

3400.00

13600.00

8.64

11000.00

95040.00

100.00

298.00

29800.00

207.74

1475.00

306417.00

23/8.47 Providing

b) Uni-directional Stud-

24/8.6

Direction and place identification sign more than 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an sqm angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. . ( All the Steel work 25/8.51 Providing reflective pavement marker with a provision of spike at the bottom with Micro Prismatic lens in both direction having thermoplastic body adhering to the specification Each and guidelines of MORT&H's fixed to the road surface using the adhesive and the procedures recomment warranty and free maintenance. Providing 26/Analysis rate HAND RAIL : and fixing hand rail over the crash barrier consisting of MS base plate, embedded fastener and nuts, MS vertical plates and pipe etc. as shown in the drawing and as per specifications, All the railing components as mentioned above to be hot dip gal vanished with a zinc coating of at least 175gm/sqm. The thickness of plates to be as shown in the meter drawings and pipe to be 65NB heavy class with a weight not less than 7.92 kg/m and conforming to IS: 1161-1979. Item to include all incidental works required to complete the work as directed by the Engineer- in-charge. Management shall be made for the length of the pipe only

Item No. 1 27/14.6

Particulars/Descrption of items

Unit

2 3 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between meter vertical post not to exceed 2000mm,leaving adequate space between vertical posts for expansion,complete as per approved drawings and technical specification.

Rate in Total Rs. Quantity

Amount (Rs.)

4

5

6

207.74

2100.00

436254.00

Cum

603.380

1862.00

1123493.56

Cum

1005.630

1463.00

1471236.69

1288.45

1463.00

Protection Work 1 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications . 0.3*9.32*[26.2+[4*40]+[2*14.8]]=603.38 2

Providing and laying pitching on slope laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and drawing technical specifications . a ) Stone / Boulder 0.5*9.32*[26.2+[4*40]+[2*14.8]]=1005.63

3

Providing and laying boulder apron on river bed for protection against scour with stone/ boulders weighing not less than 40 kg each complete as per drawing and drawing technical specifications . 5.0*[1.2+0.8]/2*[[68.09+[4*40]+[2*14.8]]=1288.45 Cum

Total Cost (in Rs.) :

1885002.35 142,509,647.60

Executive Engineer, PWD Nagaon NH Division, Nagaon

142,509,647.60

Quantity Calculation Br. No :229/1,Ch. 208415 m Sl. No. 1 Earth work in excavation for foundation

Unit

3

2 3

m m3 m3 m3 Nos. m

i) Temporary Island ii) Service Road Cutting edge

3

50

129.68 T

4

5

6 7

PCC/RCC work in well foundation: a) Well curb (RCC M-35) 3 b)Well Steining (RCC M-35) 3 π/4(122-82) c) Bottom Plug (PCC M-30) 3 d) Intermediate Plug (PCC M-30) 3 e) Well Cap (RCC M-35) 2 1 Sinking of well 0 to 3 m 3 to 10 m 10 to 20m 20 to 25 m Sand fill =

3 3 3 3

Qty for 2Lane 0.00 0.00 0.00 0.00 1 42.00 19452.00 19.45

Qty for 4Lane

0.00 2.00 84.00 38.90

129.68

m3

389.04

778.08

22

m3

4146.91

8293.82

233.23

m3

699.69

1399.38

15.08 218.02 169.64

m3 m3 m3 m3

45.24 436.04 169.64 605.68

90.48

1211.36

m m m m

9.00 21.00 30.00 15.00

18.00 42.00 60.00 30.00

m3

3242.13

6484.26

0.89 Kg 0.89 Kg 2.47 Kg Kg Kg Kg Kg

3139.920 2691.360 3853.200 0.000 0.000 0.000 0.000

3 7 10 5

3 x π/4 x 82 x 21.5 Reinforcement in foundation (HYSD bars): Well Curb 12Φ 3 140 8.4 12Φ 3 140 1.2 6 20Φ 3 16 32.5

Steining 28Φ 28Φ 12Φ 12Φ

3 3 3 3

170 160 154 154

27.5 27.5 32.5 160

32Φ 32Φ 20Φ 20Φ

2 2 2 2

99 99 120 120

8.5 9.1 9.1 9.1

32Φ 28Φ

1 1

160 120

8 8

2 2

4.84 4.84 0.89 0.89

Kg Kg Kg Kg

67881.000 63888.000 26726.700 131577.600

6.32 6.32 2.47 2.47

Kg Kg Kg Kg

10636.560 11387.376 5394.480 5394.480

Abutment well cap

Pier well cap 6.32 Kg 4.84 Kg Kg T

8089.600 4646.400 345306.68 690613.352 345.307 690.613

8

9

Sub structure (RCC M-35) Dirt wall = 2 0.3 14.8 3.86 Abutment cap = 2 14.82 Return wall = 2 x 2((0.60 x 4) + (2.67 x 4)/2) x 0.30 Abutment = 2 1.2 2 14.8 Pier Cap = 1 32.904 Pier = 2 1.5 1.2 12 Reinforcement in substuctureDirt wall =

m3 m3 3 m m3 3 m 3 m 3 m

9.29 71.04 32.904 43.200 220.349

4.1 T

1.58 Kg

4100.000

Return wall

2x

2.1=

4.2 T

Kg

4200.000

Abutment Cap

2x

2=

4T

Kg

4000

12 T

6.32 Kg

12000.000

8T

Kg Kg T

8000.000 32300.000 32.300

Abutment Pier

10 Roller Bearing = 11 Rocker Bearing = 12 Super structure (RCC M-40) =

2 2

5 5 2

155.00 155.00 508

13 Reinforcement bar in super structure (TMT CRS): = 2 72.31 14 Reinforcement bar in super structure (High tensile steel): = 2 24.2 15 Wearing coat (Mastic Asphalt): = 1 10.5 103.5 16 17 17 18 19

RCC Railing: = 2 103.52 Strip seal Expansion Joint: = 3 14.8 Crash Barrier 2 104 Back fill behind Abutment:= 2 5.20 14.8 Leveling course: (M-15) (Below approach slab):=

T T

Weep holes = Drainage spout = Approach slab (M-25): Painting Solar stud: RPM Sign Board Hand rail

2 2 2

103.5 1 2 2

100 4.32 103.52

64600 64.600

2032.000

T T

144.62 144.62

289.240

T

48.4

96.800

Sqm

1086.96

2173.920

Rm m

207.04 44.40 207.04 778.99

414.080 88.800 414.080 1557.978

34.08 40 10 34.08 207.04 4 100 8.64 207.04

68.160 80.000 20.000 68.160 414.080 8 200 17.280 414.080

m3

5.061 m3 m Nos. Sqm

20 5

440.6976

1550 1550 1016 1016.00

3

20 21 22 23 24 25 26 27

34.277 29.640

m3 m Nos. Nos. Sqm Sqm

Executive Engineer, PWD Nagaon NH Division, Nagaon

3100 3100