Model-building-estimate-with-standard-revised-data-ssr-2012-13-useful-for-all-engineering-dpartments1.xls

Note Submitted : Sir,

Sub:- Construction of Government Junior College Building at Bearpur (V) Sarangapur (M) Karimnagar District under NABARD RIDF - XVIII- Detailed Estimate - Technical Sanction - Rs 100 Lakhs Reg. Ref :- 1. GO Rt No. 86, dated 31-10-2012 of Higher Education (IE.I-2) Dept, Andhra Pradesh, Hyd, 2. Lr. No:

, Dtd

of the Superintending Engineer, APEWIDC. *******

*******

#REF!

The Funding Pattern is : 90% of the capital cost will be borne by the Central Government and the balance 10 % will be provided by the State Government. While planning and designing the building and other infrastructure for the model school attached Girls hostel buildings all standard norms were adopted thous altogether 32 rooms are to be constructed with following provisions:

Description Living rooms with sit-out Bath rooms with WCs

No of Rooms 25 16

6.22

Room Size x 3.65

1.38

x

2.38

x

2.31

Area in Sqm 567.58 51.00

Bath rooms with WCs for differently able students

1

Kitchen with Store

1

6.10

x

5.08

30.99

Dining Hall

1

6.10

x

6.10

37.21

(a). Office Room & Kitchen

1

6.10

x

3.65

22.27

(b). Bed Room

1

3.55

x

3.76

13.35

1 1

6.10 6.10 3.05

x x x

Generator Room

1

3.05

x

Medical Check-up -CumVisitors Room

1

2.43

x

1.51

3.59

Wardens room - cumOffice

Mini Library-cum- Reading Room Recreation Room Security Room

1

3.05 3.05 3.05

18.61 18.61 9.30

3.05

9.30

3.65

8.87 790.68

The total plinth area of the builidng including walls & circulation area is arrived as 1097.00 Sqmt are 11803.00 Sft.

#REF!

Vide reference 2nd cited the Superintending Engineer has submitted the detailed estimate duly adopting the type design.

The Detailed Estimate is prepared with the following common provisions: A)

Foundations and Sub-Structure:

SBC is adopted @200KN/SQMT as per recommendation of the Superintending Engineer based on field inspection. 1 Earth work excavation in all types of soils for open foundations 2 P.C.C (1:5:10) prop: nominal mix for levelling course in foundations and as bed

concrete for flooring.

3 P.C.C (1:4:8) prop: nominal mix for foundations for columns. 4 VRCC M 20 grade design mix ( by weigh batching), using 20mm HBG machine

crushed graded metal for Footings, Pedestals, Plinth beams and Columns up to plinth level.

5 Random Rubble Stone masonry in CM(1:8) prop, for basement. 6 Filling with useful available excavated earth in trenches, sides of foundations and for basement filling. 7 Flush pointing to RRS masonry in CM (1:3) for basement. B)

Superstructure:

1 VRCC M 20 grade design mix ( by weigh batching), using 20mm HBG machine crushed graded metal

for Columns, Roof Beams, Roof Slabs.

2 Providing HYSD bars Fe 415 for all diameters more than 6mm for VRCC & RCC work. 3 Providing Mild Steel Fe 250 for 6mm bars for VRCC & RCC work. 4 P.C.C (1:3:6) prop: nominal mix for Bed Blocks and Hold Fasts. 5 RCC (1:2:4) prop. Nominal mix using 12mm HBG machine crushed graded metal for Lintels, 50mm

thick platforms.

6 RCC M 25 grade design mix ( by weigh batching), using 20mm HBG machine crushed graded metal

for sun shades, 7.5cm thick at fixed end and 5.0 cm thick at free end, of any width as per approved plan. 7 PCC M20 grade Design Mix ( by weigh batching), using 20mm HBG machine crushed graded metal for steps . 8 Brick masonry in CM(1:8) prop. using 2nd class traditional bricks for Superstructure. 9 Reinforced Brick masonry 115mm thick in CM(1:4) prop. using 2nd class traditional bricks for

Partition walls.

10 Plastering 12 mm thick in two coats, base coat 8mm thick in CM(1:6) and top coat 4mm thick in

CM(1:4) for even face of walls.

11 Plastering 20 mm thick in two coats, base coat 16mm thick in CM(1:6) and top coat 4mm thick in

CM(1:4) for uneven face of walls.

12 Ornamental Plastering to ceiling, 12 mm thick in single coat in CM(1:4). 13 Providing impervious coat over RCC roof slab, in side of septic tank to required slopes with CM (1:3)

prop. 20 mm thick (average) mixed with water proofing compound.

14 Flooring with Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) set over a

base coat of CM (1:8), 12mm thick over already laid C.C. bed or R.C.C. roof slabs.

15 Flooring with Ceramic non-skid tiles of 7.3 mm thick 1st. quality of any shade set over a base coat of

CM (1:8), 12mm thick laid over flooring bed / V.R.C.C. slab.

16 Providing Skirting to internal walls to 12.5 cm height with Rough Kadapa slabs of minimum 40 mm

thick, size not less than (0.457 x 457M) slabs 15mm to 18mm thick.

17 Dadooing to walls with coloured glazed tiles 1st. quality of size not less than 300mm x 200mm. 18 Flooring with 15 to 18mm thick high polished granite stone slabs of blue colour. 19 Whiting to new walls and ceiling in two coats with Birla white or equavalent quality for internal walls. 20 Painting with Plastic emulsion grade -1 paint to exterior faces of new walls with 3 coats of approved

make shade and colour.

21 Painting to wood work, flush shutters with luppam finish. 22 Painting two coats with synthetic enamel paint 1st grade to new iron work. 23 Supply and Fixing of Door with Double leaf shutter, Door Size 2.00x2.13 mtrs with Sal wood Frame

of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including all fixtures.

24 Supply and Fixing of Door with Double leaf shutter, Door Size 1.22x2.13 mtrs with Sal wood Frame

of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including all fixtures.

25 Supply and Fixing of Door with Double leaf shutter, Door Size 1.00x2.13 mtrs with Sal Wood Frame

of sections size 75mm x 100mm with Flush Door Shutters Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including all fixtures.

26 Supply and fixing Sintex or equivalen PVC door frames made from extruded sections in overall

dimensions of 40 X 48mm having a wall thickness of 1.5mm with usual process variation of ± 0.3mm, complete, for finished item of work t. for toilet block doors of size 0.75 X 2.13 mts

27 PVC Door shutter conforming to IS: 10151-1982, the infill panel made of seamless one piece multi

chamber PVC extruded sections having overall dimensions of 610 mm x 20 mm with wall thickness of 1mm + 0.2mm with the top and bottom edges of the shutter covered with end cap of the size 20 mm x 11 mm with the door shutter to be reinforced with special polymeric reinforcements as per drawing for hardware’s and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places.for finished item of work. for Doors of size 0.75 X 2.13Mtrs.

28 NCL or Equivalent Eco 3000 Series Windows with Galvalume Corrugated sheet with

i) Centre fixed both side openable shutter (1500 mm x 1350mm ) (W1) ii) Double shutter 900 mm x 1350 mm outer frame (W3). Supply and fixing of MS Ventilators with sections made of MS angles of 25mm X 25mm X 3mm and 29 10mm X 10mm square rods ( Sizes: 1200 mm x 450 mm & 900 mm x 450 mm).

AMENITIES:

1 The Superintending Engineer has submitted the sub-estimate for Water supply and Sanitary

Arrangements as per the requirements based on approved plan and the same may be allowed.

2 The Superintending Engineer has submitted the sub-estimate for Internal Electrification as per

the requirements based on approved plan and the same may be allowed.

DATAS & RATES:

The Data of all the items are adopted as per the Revised Standard Data Part-III (Buildings) and the rates are worked out based on current SSR i.e Building SSR 2011-2012. Cement and Steel rates are adopted as approved by the committee of the Chief Engineers for the month of August 2012.

SPECIFICATIONS: The Standard specifications as per APSS are adopted and the work will be carried out true to the relevant standard specification of APSS and as per the agreement conditions. Quarries: The Superintending Engineer has proposed 0 % on labour charges towards Rural area allowence and necessaey certificate is enclosed in the lead chart, hence the same may be allowed on the responsibilty of the SE, APEWIDC Hyderabad Overhead Charges & Contractor’s Profit: 14% towards overhead charges and contractor’s profit put together has been proposed by the SE APEWIDC Hyderabad in the estimates which is as per the Revised Standard Data - Part-III (Buildings), ordered by the Government of A.P vide G.O.Ms.No.49, IRRIGATION & CAD (PWREFORMS) DEPARTMENT Dated: 2-3-2009, for adoption by all Engineering /Public Works Departments and other organizations. Hence the same may be allowed. VAT: Lump sum amounts at the rate of 5% towards VAT has been added in the Abstracts of all the estimates by the SE APEWIDC,Hyderabad, which is as per the Revised Standard Data - Part-III (Buildings), and the same will be allowed at 5% of ECV. The SE has proposed following other provisions in the estimate GROUND FLOOR FIRST FLOOR ELECTRIFICATION as per Sub Estimate Const of Septic Tank as per Sub Estimate SANITORY & WATER SUPPLY as per Sub Estimate Compound wall rear side

: : : : : :

5561008 3602665 0 0 0 0

The SE has proposed following Lumpsum provisions in the estimate The estimate is submitted for according technical sanction. PROVISION FOR VAT 5%

:

458184

PS CHARGES 2.50%

:

229092

LABOUR CESS 1%

:

91637

QC charges @0. 5%

:

0

Bore well with pumpset LS

:

50000

Provision for Furniture

:

0

:

#REF!

#REF!

:

#REF!

Provision for tender publication and consultancy charges LS for Unforeseen Items and price excalation.

: :

7000

#REF!

414

The Estimate is scrutinized and here-with put up for kind perusal and for according technical sanction for Rs128.81 Lakhs. The Draft 'Bill of Quantites' and BID document is also here-with put for kind perusal and approval.

AE/AEE

Dy. EE

EE

SE

CE

SPECIFICATION REPORT Estimated cost Rs.100 Lakhs. Name of work:

Construction of Government Junior College Building at Bearpur (V) Sarangapur (M) Karimnagar District under NABARD RIDF - XVIII

While planning and designing the building and other infrastructure for the Govt.Junior College specification as stipulated by standard norms are adopted. A Model Plan is preprared as per the scheme norms of Junior College. The College is proposed to construct in G+1 with following accommadation. As per the norms, the college rooms are to be constructed as follows: Class Rooms Principal Room with attached toilet

600 sqft 250 sqft

Staff Room with attached toilet 250 sqft Toilet Block ( Girls) Toilet Block ( Boys) 600 sqft Laboratories

: :

6 nos

:

1 nos

:

1 nos

: : :

1 no. 1 no. 4 no.

The estimate is prepared dully adopting the type design prepared by the APEWIDC and approved by the Higher Authourities. The required accomdation is proposed in Ground Floor and First Floor.

Provisions: The Detailed Estimates are prepared with the following common provisions: A)

Foundations and Sub-Structure: SBC is adopted @200KN/SQMT as per recommendation of the Superintending Engineer based on field inspection and sbc report.

1 Earth work excavation in all types of soils for open foundations 2 P.C.C (1:5:10) prop: nominal mix for levelling course in foundations and as bed concrete for flooring. 3 P.C.C (1:4:8) prop: nominal mix for foundations for columns.

4 VRCC M 20 grade design mix ( by weigh batching), using 20mm HBG machine crushed graded metal for Footings, Pedestals, Plinth beams and Columns up to plinth level. 5 Random Rubble Stone masonry in CM(1:8) prop, for basement. 6 Filling with useful available excavated earth in trenches, sides of foundations and for basement. 7 Flush pointing to RRS masonry in CM (1:3) for basement. B)

Superstructure: 1 VRCC M 20 grade design mix ( by weigh batching), using 20mm HBG machine crushed graded metal for Columns, Roof Beams, Roof Slabs. 2 Providing HYSD bars Fe 415 for all diameters more than 6mm for VRCC & RCC work. 3 Providing Mild Steel Fe 250 for 6mm bars for VRCC & RCC work. 4 P.C.C (1:3:6) prop: nominal mix for Bed Blocks and Hold Fasts. 5 RCC (1:2:4) prop. Nominal mix using 12mm HBG machine crushed graded metal for Lintels, 50mm thick platforms. 6 RCC M 25 grade design mix ( by weigh batching), using 20mm HBG machine crushed graded metal for sun shades, 7.5cm thick at fixed end and 5.0 cm thick at free end, of any width as per approved plan . 7 PCC M20 grade Design Mix ( by weigh batching), using 20mm HBG machine crushed gradedmetal for steps . 8 Brick masonry Superstructure.

in

CM(1:8)

prop.

using

2 nd

class

traditional

bricks

for

9 Reinforced Brick masonry 115mm thick in CM(1:4) prop. using 2 nd class traditional bricks for Partition walls. 10 Plastering 12 mm thick in two coats, base coat 8mm thick in CM(1:6) and top coat 4mm thick in CM(1:4) for even face of walls. 11 Plastering 20 mm thick in two coats, base coat 16mm thick in CM(1:6) and top coat 4mm thick in CM(1:4) for uneven face of walls. 12 Ornamental Plastering to ceiling, 12 mm thick in single coat in CM(1:4). 13 Providing impervious coat over RCC roof slab, in side of septic tank to required slopes with CM (1:3) prop. 20 mm thick (average) mixed with water proofing compound.

14 Flooring with Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) set over a base coat of CM (1:8), 12mm thick over already laid C.C. bed or R.C.C. roof slabs. 15 Flooring with Ceramic non-skid tiles of 7.3 mm thick 1st. quality of any shade set over a base coat of CM (1:8), 12mm thick laid over flooring bed / V.R.C.C. slab. 16 Providing Skirting to internal walls to 12.5 cm height with Rough Kadapa slabs of minimum 40 mm thick, size not less than (0.457 x 457M) slabs 15mm to 18mm thick. 17 Dadooing to walls with coloured glazed tiles 1st. quality of size not less than 300mm x 200mm. 18 Flooring with 15 to 18mm thick high polished granite stone slabs of blue colour. 19 Providing Green Chalk Board of size 3.00 x 1.2 mm including border with palstering in CM (1:2) 12 mm thick as base coat and 3 mm thick top coat with cement green oxide powder in (1:1) prop. 20 Whiting to new walls and ceiling in two coats with Birla white or equavalent quality for internal walls. 21 Painting with Plastic emulsion grade -1 paint to exterior faces of new walls with 3 coats of approved make shade and colour. 22 Painting to wood work, flush shutters with luppam finish. 23 Painting two coats with synthetic enamel paint 1st grade to new iron work. 24 Supply and Fixing of Medium Teak Wood Main Door with Double leaf shutter and grilled & Glazed side panel is proposed. Door Size is 4.00x2.13 mtrs with Medium teak wood Frame and Medium teak wood Shutters. Fixtures are of brass metal for elegant look and q 25 Supply and Fixing of Door with Single leaf shutter, Door Size 1.22x2.13 mtrs with Sal Wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick. 26 Supply and Fixing of Door with Single leaf shutter, Door Size 1.00x2.13 mtrs with Sal Wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick. 27 Supply and fixing Sintex or equivalen PVC door frames made from extruded sections in overall dimensions of 40 X 48mm having a wall thickness of 1.5mm with usual process variation of ± 0.3mm, complete, for finished item of work t. for toilet block doors of size 0.75 X 2.13 mts

28 PVC Door shutter conforming to IS: 10151-1982, the infill panel made of seamless one piece multi chamber PVC extruded sections having overall dimensions of 610 mm x 20 mm with wall thickness of 1mm + 0.2mm with the top and bottom edges of the shutter covered with end cap of the size 20 mm x 11 mm with the door shutter to be reinforced with special polymeric reinforcements as per drawing for hardware’s and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places.for finished item of work. for Doors of size 0.75 X 2.13Mtrs.

29 Providing and Fixing of windows made of pre-painted steel (Base steel as per IS 513 of 0.6 mm thick galvanized as per IS 277 with Zinc of 120 GSM). Primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer. Section for outer frame should be of 48x50mm, centre mullion should be of 48x50mm, section for shutter should be of 47x20mm and fixed panel beading section should be 12x12mm. Outer frame and mullions to have rebate for Galvalume corrugated sheet shutter and a 20mm provision for Guard bars/Grills. The sections are to be cut to length metre joined with corner bracket. Centre mullion is to be fixed with mullion cap. Seccolor Handle, seccolor stay, 2 nos. of Stainless Steel heavy duty Pivot hinges shall be provided per shutter. The windows should be panelled with 0.60 mm thick Galvalume corrugated sheet (BMS-W.55). The above frames should be fixed to the concrete/masonry wall by means of self expanding screws, Including 10mm Square guard bars with 6” (152.4mm) pitch etc., complete for finished item of work. i) Centre fixed both side openable shutter (1500 mm x 1350mm ) (W1) ii) Double shutter 900 mm x 1350 mm outer frame (W3). 30 Supply and fixing of MS Ventilators with sections made of MS angles of 25mm X 25mm X 3mm and 10mm X 10mm square rods ( Sizes: 1200 mm x 450 mm & 900 mm x 450 mm). DATAS & RATES: The Data of all the items are adopted as per the Revised Standard Data Part-III (Buildings) and the rates are worked out based on current SSR i.e Building SSR 20122013. Cement and Steel rates are adopted as approved by the Committee of the Chief Engineers for October, 2012 (2nd month of 2nd quarter) SPECIFICATIONS: The Standard specifications as per APSS are adopted and the work will be carried out true to the relevant standard specification of APSS and as per the agreement conditions. Quarries:

The nearest leads, quarries are adopted while preparing the Datas, and as per the location of the site 0 % allowance on labour is proposed towards Rural area allowence Overhead Charges & Contractor’s Profit: 14% towards overhead charges and contractor’s profit put together has been proposed in the estimates which is as per the Revised Standard Data - Part-III (Buildings), ordered by the Government of A.P vide G.O.Ms.No.49, IRRIGATION & CAD (PW-REFORMS) DEPARTMENT Dated: 2-3-2009, for adoption by all Engineering /Public Works Departments and other organizations.

Lump sum amounts at the rate of 5% towards VAT has been added in the Abstracts of all the estimates by the SE APEWIDC,Hyderabad, which is as per the Revised Standard Data - Part-III (Buildings), and the same will be provided at 5% of ECV. LUMP SUM PROVISIONS: Bore well with pumpset LS

:

Rs 50000

PROVISION FOR VAT 5%

:

Rs 458184

PS CHARGES 2.50%

:

Rs 229092

LABOUR CESS 1%

:

Rs 91637

QC charges @0. 5%

:

Rs 0

Provision for Furniture

:

Rs 0

:

Rs 7000

:

Rs 414

Provision for tender publication and consultancy charges LS for Unforeseen Items and price excalation.

The estimate is submitted for according technical sanction.

AEE/AE

Dy. Executive Engineer

Executive Engineer

Jagithyal

Jagithyal

Karimnagar

Superintending Engineer

Hyderabad

GENERAL ABSTRACT Name Of Work : Construction of Government Junior College Building at Bearpur (V) Sarangapur (M) Karimnagar District under NABARD RIDF - XVIII Sl. No

Name of Component

Amount Rs.

1

GROUND FLOOR

5561008

2

FIRST FLOOR

3602665 9163673

3

ELECTRIFICATION as per Sub Estimate

0

4

Const of Septic Tank as per Sub Estimate

0

5

SANITORY & WATER SUPPLY as per Sub Estimate

0

6

Compound wall rear side

0 Sub Total>>>

9163673

7

PROVISION FOR VAT 5%

458184

8

PS CHARGES 2.50%

229092

9

LABOUR CESS 1%

10

QC charges @0. 5%

11

Bore well with pumpset LS

12

Provision for Furniture

13

Provision for tender publication and consultancy charges

91637 0 50000 0 7000 9999586

14

LS for Unforeseen Items and price excalation.

414 Total>>>>

AEE/AE Jagithyal

Dy. Executive Engineer Jagithyal

Executive Engineer Karimnagar

Superintending Engineer Hyderabad

Page 13

10000000

DETAILED CUM ABSTRACT ESTIMATE Construction of Government Junior College Building at Bearpur (V) Sarangapur (M) Karimnagar District under NABARD RIDF - XVIII GROUND FLOOR SNo 1

DEPTH

Description of work

No

L

B

D

Qty

Rate

Per

Amount

Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work including seignerage charges excluding dewatering charges etc., complete for Foundation of Building.(APSS No. 308)

Column Footings F1

1

x

42

2.55

2.55

1.83

499.78

Column Footings F2 Verandah columns

1

x

10

2.10

2.10

1.83

80.70

Column Footings F3 Portico columns

1

x

2

2.55

2.55

1.83

23.80

F1 F2 F3 F4 F5 F6 CF1 RF

For foundations for walls Frount wing Long Walls

1

x

2

36.79

0.60

0.60

26.49

Frount wing Short Walls

1

x

6

6.68

0.60

0.60

14.43

Deduct for Colums portion

1

x

-22

2.55

0.60

0.60

-20.20

Left Wing and right wings

2

x

2

11.80

0.60

0.60

16.99

deduct column portion

2

x

-8

2.55

0.60

0.60

-14.69

Verandha wall

1

x

1

38.79

0.60

0.60

13.96

deduct column portion

1

x

12

2.10

-0.60

0.60

-9.07 632.19

Say 2

635.00

206.65

1 cum

131223

Plain Cement Concrete corresponding to M7.5 grade as per IS 456 equivalent to (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations (APSS No. 402)

Column Footings F1

1 x

42

2.55

2.55

0.10

27.31

Column Footings F2 Verandah columns

1 x

10

2.1

2.1

0.10

4.41

Column Footings F3 Portico columns

1 x

2

2.55

2.55

0.10

1.30 33.02

say 3

33.25

3288.70

1 cum

109349

Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. 402)

Frount wing Long Walls

1

x

2

36.79

0.60

0.10

Frount wing Short Walls

1

Deduct for Colums portion

1

Left Wing and right wings

2

deduct column portion

2

Verandha wall

1

deduct column portion

1

Laboratories

4.41

x

6

6.68

0.60

0.10

2.40

x

-22

2.55

0.60

0.10

-3.37

x

2

11.80

0.60

0.10

2.83

x

-8

2.55

0.60

0.10

-2.45

x

1

43.70

0.60

0.60

15.73

x

12

2.10

-0.60

0.60

-9.07

1

x

2

6.68

8.91

0.08

9.52

Toilet blocks

1

x

2

6.68

3.28

0.08

3.51

Class rooms

1

x

2

6.68

8.91

0.08

9.52

Staff room Principal room

1

x

2

6.68

5.65

0.08

6.04

Entrance

1

x

1

6.91

6.13

0.08

3.39 42.46

Say

GF

42.50

3102.55

1 cum

131858

PNo 14

Description of work

SNo 4

No

L

B

D

Qty

Rate

Per

Amount

Random Rubble stone masonry, in CM (1:8) prop: (Cement: Sand) using Hard blasted Granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, sand, water, etc., to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete for finished item of work for foundation and basement (APSS No. 601 & 615)

Frount wing Long Walls

1

x

2

36.79

0.60

0.50

Frount wing Short Walls

1

x

Left Wing and right wings

2

x

22.07

2

6.68

0.60

0.50

4.01

2

11.80

0.60

0.50

14.16

Basement up to Bottom of Plinth Beam above GL Frount wing Long Walls

1

x

2

36.79

0.45

0.60

19.87

Frount wing Short Walls

1

x

2

6.68

0.45

0.60

3.61

Left Wing and right wings

2

x

2

11.80

0.45

0.60

12.74 76.46

Say 5

76.50

2569.80

1 cum

196590

Flush Pointing to CRS Masonry in CM(1:3) Prop: including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906) Frount wing Long Walls

1

x

2

36.79

0.60

Frount wing Short Walls

1

x

2

6.68

0.60

44.15 8.02

Left Wing and right wings

2

x

2

11.80

0.60

28.32 80.49

Say

80.50

48.55

1 SQM

3908

6

Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work for foundation, plinth , pedastals(below plinth)(APSS No. 402 & 403)

a)

COLUMN FOOTINGS: Column Footings F1

1 x

42

2.55

2.55

0.35

95.59

Column Footings F2 Verandah columns

1 x

10

2.1

2.1

0.3

13.23

Column Footings F3 Portico columns

1 x

2

2.55

2.55

0.35

4.55 113.37

Say b

113.50

6584.40

1 cum

747329

6848.85

1 cum

58215

7726.90

1 cum

224080

Pedastals for columns Column Footings F1

1 x

42

0.45

0.60

0.60

6.80

Column Footings F2 Verandah columns

1 x

10

0.45

0.45

0.60

1.22

Column Footings F3 Portico columns

1 x

2

0.60

0.60

0.60

0.43 8.45

Say c

8.50

Columns up to Top of Plinth Beam C1

1

x

42

0.30

0.45

0.93

5.27

C2

1

x

10

0.23

0.23

0.93

0.49

Circular C3

1

x

2

0.45

0.45

0.93

0.38

C1

1

x

42

0.30

0.45

3.38

19.14

C2

1

x

10

0.23

0.30

3.38

2.33

Circular C3

1

x

2

0.45

0.45

3.38

Columns up to Top of Floor Beam

1.37 28.98

Say d

Front wing

GF

29.00

Plinth beams 1

x

2

36.79

0.30

0.30

6.62

Verandah 3 sides

1

x

1

38.80

0.23

0.30

2.68

Wings 2 sides

2

x

2

11.80

0.30

0.30

4.25

PNo 15

Description of work

SNo

No

L

B

D

Qty

Cross beam

1

X

10

6.68

0.30

0.30

6.01

Stair case

1

x

2

5.10

0.30

0.30

0.92

Rate

Per

Amount

8308.05

1 cum

170315

7455.75

1 cum

216217

874.90

1 SQM

527565

1155.60

1 SQM

13289

8035.95

1 cum

18081

637.15

1 SQM

31220

20.48 Say e

20.50

Beams in GF Front wing

1

x

2

36.79

0.23

0.30

5.08

Verandah 3 sides

1

x

2

38.80

0.23

0.30

5.35

Wings 2 sides

2

x

2

11.80

0.23

0.38

4.13

1

X

22

6.68

0.23

0.38

12.84

Stair case beam 3 sides

1

x

1

13.00

0.23

0.30

0.90

Varandha End

2

x

1

2.00

0.23

0.23

0.21

Cross beam

28.51 Say f

29.00

Roof slab 120 mm thick Front wing

1

x

1

36.79

9.37

344.72

Side Wings

2

x

1

9.37

12.60

236.12

Portico

1

x

1

6.73

3.28

22.07 602.91 Say

h

603.00

Waist Slab of 175mm thick

1st flight & 2nd flight landing slab

1 1

x x

1 1

3.70 3.05

5.55

1.50 1.81

5.52 11.07 Say

H

11.50

LINTELS: (RCC)

1

x

2

2.60

0.23

0.15

0.18

D1

1

x

12

0.30

0.23

0.15

0.12

D2

1

x

10

1.05

0.23

0.15

0.36

0

1

x

22

1.50

0.23

0.15

1.14

0

1

x

2

0.30

0.23

0.15

0.02

0

1

x

10

0.90

0.23

0.15

0.31

0

2.14 Say I

2.25

Sun Shades of 0.6 mtrs of avearage thick of 0.0625 mtrs

For windows W1

1

x

19

1.50

0.60

17.10

For Ventilators V For Ventilators V1

1 1

x x

2 10

0.30 0.90

0.60 0.60

0.36

For Varandha Do Side Wings

1 1

x x

1 2

38.80 2.00

0.60 0.60

23.28

5.40

2.40 48.54 Say

5

49.00

Plain Cement Concrete M20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including steel centering, shuttering, machine mixing, laying concrete, lift charges, curing etc., complete for finished item of work for steps (APSS No. 402 )

Staircase Steps

2

x

12

1.5

0.3

0.15

1.62 1.70

GF

5570.95

1 cum

9471

PNo 16

SNo 6

Description of work

No

L

B

D

Qty

Rate

Per

Amount

Providing impervious coat over RCC roof slab to required slopes with CM (1:3) prop. 20mm thick (average) mixed with water proofing compound manufactured by reputed manufacturers as approved by Engineer-in-charge at 1Kg/bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm including cost and conveyance of all materials like cement, sand, water proofing compound, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar, laying, rounding off at junctions of wall and slab, rendering smooth with thread lining, curing, lift charges, etc., complete for finished item of work (APSS No. 901 & 903).

Over Portico

1

x

1

6.73

3.28

22.07 22.07 Say

22.50

263.10

1Sqm

5920

Sqm 7

Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310) As per earth work excavation quantity 80%

635.00

Say 8

9

635.00

14.85

1 cum

9430

Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the work site and all operational, incidental, labour charges, seignorage charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Class rooms

1

x

2

6.68

8.91

0.90

107.13

Laboratories

1

x

2

6.68

8.91

0.90

107.13

Toilet blocks

1

x

2

6.68

3.28

0.90

39.44

Staff room

1

x

1

6.68

5.65

0.90

33.97

Entrance room

1

x

1

6.91

6.13

0.90

38.12

Principal room

1

x

1

6.68

5.65

0.90

33.97

Corridor

1

x

1

22.05

2.00

0.90

39.69

Corridor

1

x

2

10.14

2.00

0.90

36.50

Say

435.96

192.40

1 cum

83878

Brick Masonry in superstructure with CM (1:8) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504). Front block

1

x

2

36.79

0.23

3.25

55.00

Two wings rooms walls

2

x

2

12.60

0.23

3.25

37.67

Cross walls

1

x

12

6.68

0.23

3.25

59.92

Above verandah beam

1

X

1

38.80

0.23

0.85

7.59

Deduct doors

1

x

-12

1.20

0.23

2.10

-6.96

Deduct windows

1

x

-22

1.20

0.23

1.35

-8.20

Deduct ventilators

1

x

-2

1.20

0.23

0.65

-0.36

Deduct ventilators

1

x

-10

0.60

0.23

0.45

-0.62

Dedct columns

1

x

-50

0.23

0.23

3.25

-8.60

1

x

1

13.00

0.23

3.25

9.72

Stair case room

145.16 Say 10

146.00

3718.15

1 cum

542850

Reinforced Brick Masonry 11.5cm (4 1/2") thick for partition walls in CM (1:4) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. and placing 2nos. of 6mm dia MS bars embedded in every 3rd layer with free ends of reinforcement keyed into mortar joints of the main brick work whereever applicable including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., but excluding cost and conveyance of steel and its fabrication charges complete for finished item of work. (APSS No. 501 & 504).

Toilets wall Girls Toilets

GF

1

x

4

1.50

2.20

13.20

PNo 17

SNo

Description of work Boys Toilets

No 1

x

L 4

1.50

B

D 2.20

Qty

Rate

Per

Amount

463.25

1 sqm

13898

13.20 26.40

Say 11

30.00

Supply and Fixing of Door with Double leaf shutter, Door Size 2.00x2.13 mtrs with Sal wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower Bolts 250mm long 2 Nos, Alluminimum Handles 150mm long 2 Nos, 300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt hinges 6Nos, 300 mm long M.S.Powder Coated Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in position , with Hardware fixtures etc., complete for finsihed utem of work. Size 2.00x2.13 mts

11

x

1

1.00

7643.70

1 each

7644

Supply and Fixing of Door with Double leaf shutter, Door Size 1.22x2.13 mtrs with Sal wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower Bolts 250mm long 2 Nos, Alluminimum Handles 150mm long 2 Nos, 300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt hinges 6Nos, 300 mm long M.S.Powder Coated Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in position , with Hardware fixtures etc., complete for finsihed utem of work.

Size 1.22 X 2.13 D1 13

1

1

x

10

10.00

5566.10

1 each

55661

Supply and fixing Sintex or equivalen PVC door frames made from extruded sections in overall dimensions of 40 X 48mm having a wall thickness of 1.5mm with usual process variation of ± 0.3mm, complete, for finished item of work t.

Size 0.75 X 2.13 D4 Door Frame

1

x

10

5.72

57.20

228 Rmt

13042

Rmt 14

PVC Door shutter conforming to IS: 10151-1982, the infill panel made of seamless one piece multi chamber PVC extruded sections having overall dimensions of 610 mm x 20 mm with wall thickness of 1mm + 0.2mm with the top and bottom edges of the shutter covered with end cap of the size 20 mm x 11 mm with the door shutter to be reinforced with special polymeric reinforcements as per drawing for hardware’s and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places.for finished item of work.

size 0.70 x 2.00 D5 Door

1

x

10

0.70

2

14.00

1794

1sqm

25116

Sqm 15

Providing and Fixing of windows made of pre-painted steel (Base steel as per IS 513 of 0.6 mm thick galvanized as per IS 277 with Zinc of 120 GSM). Primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer. Section for outer frame should be of 48x50mm, centre mullion should be of 48x50mm, section for shutter should be of 47x20mm and fixed panel beading section should be 12x12mm. Outer frame and mullions to have rebate for Galvalume corrugated sheet shutter and a 20mm provision for Guard bars/Grills. The sections are to be cut to length metre joined with corner bracket. Centre mullion is to be fixed with mullion cap. Seccolor Handle, seccolor stay, 2 nos. of Stainless Steel heavy duty Pivot hinges shall be provided per shutter. The windows should be panelled with 0.60 mm thick Galvalume corrugated sheet (BMS-W.55). The above frames should be fixed to the concrete/masonry wall by means of self expanding screws, Including 10mm Square guard bars with 6” (152.4mm) pitch etc., complete for finished item of work.Centre fixed both side openable shutter window 5’0”x4’0” (1524mm x1219.2mm). Outer frame section size of 48x50mm. Shutter frame section size of 48x25mm. Mullion section size of 48x50mm. Fixed beading section size of 12x12mm.

WINDOWS W1 size 1.20 x 1.20m NCL

1

x

20

1.20

1.2

28.80 28.80

5023.00

1 SQM

144662

17 (a)

Supply and Fixing of Ventilator of size 1.22 x 0.45 with 25mm x 25mm x 3mm thick equal L angles and 10mm square rods @ 150mm c/c fixing in position ,complete for finsihed item of work Size 1.22 X 2.13 V1

(b)

GF

1

x

2

2.00

635.68

1 each

1271

Supply and Fixing of Ventilator of size 0.90 x 0.45 with 25mm x 25mm x 3mm thick equal L angles and 10mm square rods @ 150mm c/c fixing in position ,complete for finsihed item of work

PNo 18

SNo

Description of work Size 0.90 X 2.13 V3

16

No 1

x

L

B

D

10

Qty

Rate

Per

Amount

10.00

495.23

1 each

4952

Supply and Fixing of 50mm thick Jali including cost and conveyance of all materials to site, sales & other taxes, all operational, incidental and labour charges etc., complete for finished item of work in All Floors. in corridor

6

x

2

0.60

0.23

1.66

in entrance

2

x

2

1.20

1.2

5.76 7.42

16

401.30

1 SQM

2976

Plain Cement Concrete corresponding to M10 grade as per IS 456 equivalent to (1:3:6) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work for Bed Blocks and Hold Fasts (APSS No. 402)

For bed blocks - Doors Door Window Sills

21

x

6

0.30

0.23

0.15

20

x

1

2.00

0.23

0.08

1.30 0.74 2.04

Say 17

2.25

4435.40

1 cum

9980

Ornamental Plastering with CM(1:4) Prop: 12mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)

Class rooms

1

x

2

6.68

8.91

119.04

Laboratories

1

x

2

6.68

-

0.00

Toilet blocks

1

x

2

6.68

3.28

43.82

Staff room

1

x

1

6.68

5.65

37.74

Entrance room

1

x

1

6.91

6.13

42.36

Principal room

1

x

1

6.68

5.65

37.74

Corridors

1

x

1

22.05

2.00

44.10

Corridors

1

x

2

10.14

2.00

40.56

Sunshades

2

x

19

1.50

0.60

34.20 399.56 Say

400.00

99.85

1 sqm

39940

18

Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904)

A

Internal walls Laboratories

1

x

Class rooms

1

x

31.18

3.38

210.47

2

31.18

3.38

210.47

Staff and Principal rooms

1

x

2

24.66

3.38

166.46

Entance 3 sides

1

x

1

19.02

3.38

64.19

Above verandah beam walls

1

x

1

38.80

1.25

48.50

1

x

2

2.00

1.25

5.00

1

x

12

-1.22

2.10

-30.74

1

x

22

1.20

-1.35

-35.64

1

x

2

1.22

-0.45

-1.10

Deduct ventilators

1

x

10

0.60

-0.45

-2.70

Stair case room alround

1

x

1

12.50

3.38

42.19

Verandha sides Deduct Doors Deduct windows Deduct ventilators

2

677.10

GF

PNo 19

Description of work

SNo

No

L

B

D

Qty

Rate

Per

Amount

Say

680.00

164.30

1 sqm

111724

19

Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., complete for Uneven Surfaces of Brick Wall for finished item of work. (APSS 901,903 & 904)

B

External Walls Alround outside

1

x

1

124.46

3.50

435.61

Verandah walls

1

x

2

38.80

3.38

261.90

Stair case room

1

x

3.50

42.14

1

12.04

739.65 Say

740.00

241.35

1 sqm

178599

20 Painting to New wood work with two coats of ready mixed synthetic enamel paint first quality all shades to give an even shade over base coat Primer with Luppam finishing after thoroughly brushing the surface to remove all remains including cost and conveyance of all materials to site, sales & other taxes, all operational, incidental and labour charges etc., complete for finished item of work.(3 coats) (APSS No. 1201 & 1212).in All Floors Maind Door

1

x

2.25

2.00

2.10

D1

10

x

2.25

1.20

2.10

9.45 56.70 66.15

say 21

67.00

142.45

1 sqm

9544

Painting to New Iron work with two coats of ready mixed synthetic enamel paint first quality all shades over an existing steel primer including cost and conveyance of all materials to site, sales & other taxes, incidental, operational and all labour charges etc., complete for finished item of work. (APSS No. 1201, 1207 & 1212).in All Floors

Ventilators V1

1

x

2

1.20

0.45

Ventilators V3

1

x

10

0.90

0.45

1.08 4.05 5.13

Say 22

5.50

64.50

400.00

Qty. same as er item no.21

680.00 1,080.00

1 sqm

23868

740.00

100.85

1 sqm

74629

Flooring with Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) set over a base coat of CM (1:8), 12mm thick (joints of stone must be flushed) over C.C. bed already laid or R.C.C. roof slab only after it is properly cured, cleaned, moistered and where necessary treated with neat grey cement slurry of honey like consistency spred at3.3 kgs of cement for 1 sqm. and jointed with neat cement paste to full depth, including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of flooring stones to the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)

Class rooms Laboratories Toilet blocks Staff room

GF

22.10

Painting to New walls with two coats of Plastic Emulsion paint of superior quality of approved brand and shade over base coat of cement primer grade -I making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for Walls.(APSS No. 912) in All Floors

Qty. same as er item no.22 24

355

Whiting to new walls and ceiling in two coats with Birla White or equavalent quality to give an even shade after thoroughly brushing the surface to remove all loose powdered materials including cost and conveyance of all materials and water to site, sales & other taxes, all operational, incidental and labour charges such as cleaning the surface, painting, curing etc., complete for finished item of work for internal walls. (APSS No.901 & 908) in All Floors

Qty. same as er item no.20

23

1 sqm

1

x

1

x

1

x

1

x

2

6.68

2

6.68

2

6.68

1

6.68

8.91

119.04

-

0.00

3.28

43.82

5.65

37.74

PNo 20

Description of work

SNo

Entrance room Principal room Corridor Corridor

No 1

x

1

x

1

x

1

x

L 1

6.91

1

6.68

1

22.05

2

12.60

B

D

Qty

6.13

42.36

5.65

37.74

2.00

44.10

2.00

50.40

Rate

Per

Amount

470.75

1 sqm

176767

375.20 Say 25

375.50

Providing skirting to internal walls 12.5 Cm high withPolished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) with length equal to flooring stones set over a base coat of CM (1:3), 12mm thick with cement slurry of honey like consistency spread @ 3.3 Kgs per sqm and jointed with neat cement paste mixed with pigment of matching shade to full depth (joints of stone should be flushed), including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of flooring stones to the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.701 & 707)

Laboratories

1 x

2

31.16

0.125

7.79

Class rooms

1 x

2

31.16

0.125

7.79

Staff room and Principal rooms

1 x

2

24.66

0.125

6.17

Entance

1 x

1

6.68

0.125

0.84 22.59

Say 26

Toilets 26

23.00

504.20

1 sqm

11597

1818.60

1 cum

16895

Providing and laying of cinder concrete in cement cinder mix (1 :15) prop. Using 12.5 mm nominal size cinder laid in layers and compacted as directed for filling sunken floors including cost and conveyence of all materials, water to the work site, seinerage charges and all operational, incidental labour charges such as mixing cement & cinder etc. complete for finished item of work. 1

x

1

7.55

5.35

0.23

9.29

Reinforced cement mortar Facia 5 cm thick in CM (1:3) for drop walls, Fins & staircase railing with rabbit wire mesh & nominal reinforcement as directed by Engineer-in-charge with dubara spong finishing including cost & conveyence of all materials to site, including seigniorage charges, sales and other taxes on all materials and all operational, incidental charges such as labour charges, like mixing cement mortar, scaffolding charges, lift charges, curing, for making 50 mm thick RCM Paradah walls (RCM Drop walls) including tying Rabbit (chicken) wire mesh to the existing mild steel / HYSD Steel reinforcement applying mortar lumps, finishing, plastering to both faces, sponge finishing etc complete for finished item of work but excluding cost of steel and its fabrication charges in All Floors

FOR STAIR CASE

2

x

2

3.70

0.90

mid landing

1

x

1

3.00

0.90

13.32 2.70 16.02

Say 27

16.50

880.50

1 sqm

14528

Dadooing to walls with white glazed tiles 1st. quality of any size of brand as approved by Engineer - in - charge and set over a base coat of CM (1:5), 12mm thick and neat cement paste at the rate of 3.3 Kg/Sqmt. and jointed with white cement paste mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, tiles, etc. to site, seigniorage charges, sales and other taxes on all materials, C921 such as mixing of cement mortar, laying in position, curing, lift charges etc., complete for finished item of work (APSS No.701 & 707) in All Floors Girls & Boys Toilets

2

x

1

19.92

1.50

59.76

WCs

3

x

2

7.00

1.50

63.00

WCs

1

x

2

7.50

1.50

22.50

D6- Doors

-1

x

7

0.76

1.50

-7.98

D4

-1

x

2

1.20

1.50

Deductions -3.60 59.76 say 28

GF

60.00

475.30

1 sqm

28518

Flooring with Ceramic Tiles of 7.3mm thick 1st. quality of any shade as approved by Engineer - in - charge set over a base coat of CM (1:8), 12mm thick laid over flooring bed / V.R.C.C. slab, with neat cement slurry of honey like consistency spread at the rate of 3.3 Kgs of cement per Sq.m and jointed with neat white cement paste to full depth mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, ceramic tiles etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, curing, lift charges etc., complete for finished item of work.(APSS No.701 & 707) in All Floors

Girls and boys Toilet

1

x

2

3.28

6.68

43.82

staff and principal room

1

x

2

1.50

2.00

6.00

PNo 21

Description of work

SNo

No

L

B

D

Qty

Rate

Per

Amount

752.10

1 sqm

37605

49.82 say 29

50.00

Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors. COLUMN FOOTINGS:

113.50

cum@

50.00

5675.00

Columns

29.00

cum@

140.00

4060.00

Plinth beams

20.50

cum@

80.00

1640.00

Pedastals

8.50

cum@

80.00

680.00

beams

29.00

cum@

120.00

3480.00

slab of 120 mm thick

72.36

cum@

80.00

5788.80

waist slab of 175mm thick

2.01

cum@

80.00

161.00

lintels

2.25

cum@

80.00

180.00

sunshades

3.06

cum@

80.00

245.00

RCM FACIA

16.50

sqm@

6.00

99.00 22,008.80

or say

22.10

60020.30

1 MT

1326449

MT GROUND FLOOR TOTAL:

AEE/AE

Dy. Executive Engineer

Executive Engineer

Jagithyal

Jagithyal

Karimnagar

5561008

Superintending Engineer Hyderabad

GF

PNo 22

DETAILED CUM ABSTRACT ESTIMATE Construction of Government Junior College Building at Bearpur (V) Sarangapur (M) Karimnagar District under NABARD RIDF - XVIII FIRST FLOOR SNo

Description of work

No

L

B

D

Qty

Rate

Per

Amount

1

Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching / Mixer ) using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403) For coloumns , Lintels, Water tanks, Rcc walls in building

A

Columns up to Top of Floor Beam

C2

1 x

42

0.30

0.45

3.25

Circular C3

1 x

10

0.30

0.30

3.25

18.43 2.93 21.36

Say B

21.50

8019.90

1 cum

172428

7652.55

1 cum

160704

897.70

1 SQM

521564

1184.05

1 SQM

20129

8293.85

1 cum

20735

656.40

1 SQM

36102

Beams in FF Front wing

1 x

2

36.79

0.23

0.3

5.08

Verandah 3 sides

1 x

1

38.8

0.23

0.3

2.68

Wings 2 sides

2 x

2

12.6

0.23

0.38

4.4

Cross beam

1 X

12

6.68

0.23

0.38

7.01

Stair case beam 3 sides

1 x

1

13

0.23

0.45

1.35

Varandha End

2 x

1

2.00

0.23

0.23

0.21 20.94

Say C

21.00

Roof slab 120 mm thick

Front wing

1 x

1

36.79

9.37

344.72

Side Wings

2 x

1

9.37

12.60

236.12 580.84 Say

E

581.00

Waist Slab of 175mm thick 3rd flight & 4th flight

1

x

2

3.70

1.50

11.10

landing slab

1

x

1

3.05

1.81

5.52 16.62 Say

F

17.00

LINTELS: (RCC) D1

1

x

14

1.53

0.23

0.15

0.74

D2

1

x

7

1.05

0.23

0.15

0.25

Windows

1

x

2

1.83

0.23

0.15

0.13

Windows

1

x

24

1.50

0.23

0.15

1.24 2.36

Say G

2.50

Sun Shades of 0.6 mtrs of avearage thick of 0.0625 mtrs For front side

1

x

1

36.79

0.60

22.07

For Ventilators V

1

x

2

1.50

0.60

1.80

For Ventilators V1

1

x

10

0.90

0.60

5.40

For Varandha -

1

x

1

38.80

0.60

23.28

Do Side Wings

1

x

2

2.00

0.60

2.40 54.95 Say

Page 23

55.00

FF

SNo 2

Description of work

No

L

B

D

Qty

Rate

Amount

Plain Cement Concrete M20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including steel centering, shuttering, machine mixing, laying concrete, lift charges, curing etc., complete for finished item of work for steps (APSS No. 402 )

Staircase Steps

1

x

22

1.5

0.3

0.15

1.49 1.50

3

Per

5656.55

1 cum

8485

Providing impervious coat over RCC roof slab to required slopes with CM (1:3) prop. 20mm thick (average) mixed with water proofing compound manufactured by reputed manufacturers as approved by Engineer-in-charge at 1Kg/bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm including cost and conveyance of all materials like cement, sand, water proofing compound, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar, laying, rounding off at junctions of wall and slab, rendering smooth with thread lining, curing, lift charges, etc., complete for finished item of work (APSS No. 901 & 903).

Front wing Side Wings

1 x 2 x

1 1

37.40 9.97

9.67 12.60

361.66 251.24 612.90 Say

4

613.00

278.65

1Sqm

170812

Brick Masonry in superstructure with CM (1:8) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504).

Front long walls

1

x

2

36.79

0.23

3.25

55.00

Side wings walls

2

x

2

12.83

0.23

3.25

38.36

Verandah above beam

1

x

1

38.80

0.23

1.25

11.16

Verandha dwarf wall

1

X

1

38.80

0.23

0.90

8.03

Stair case

1

x

1

12.20

0.23

3.25

9.12

Cross walls

1

x

11

6.68

0.23

3.25

54.93

Deduct Doors

1

x

12

-1.22

0.23

2.10

-7.07

Deduct windows

1

x

-2

1.50

0.23

1.35

-0.93

Deduct windows

1

x

-24

1.22

0.23

1.35

-9.09

Deduct ventilators

1

x

-2

1.20

0.23

0.45

Deduct ventilators

1

x

-8

0.60

0.23

0.45

-0.50 159.01

Say 7

160.00

3901.30

1 cum

624208

Reinforced Brick Masonry 11.5cm (4 1/2") thick for partition walls in CM (1:4) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. and placing 2nos. of 6mm dia MS bars embedded in every 3rd layer with free ends of reinforcement keyed into mortar joints of the main brick work whereever applicable including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., but excluding cost and conveyance of steel and its fabrication charges complete for finished item of work. (APSS No. 501 & 504). Girls Toilets

1

x

4

1.50

2.20

13.20

Boys Toilets

1

x

4

1.50

2.20

13.20 26.40

Say 8

30.00

498.25

1 SQM

14948

Supply and Fixing of Door with Double leaf shutter, Door Size 1.22x2.13 mtrs with Sal wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower Bolts 250mm long 2 Nos, Alluminimum Handles 150mm long 2 Nos, 300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt hinges 6Nos, 300 mm long M.S.Powder Coated Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in position , with Hardware fixtures etc., complete for finsihed utem of work.

Size 1.22 X 2.13 D1

1

x

12

12

Page 24

5566.10

1 each

66793

FF

SNo

10

Description of work

No

L

B

D

Qty

Rate

Per

Amount

Supply and fixing Sintex or equivalen PVC door frames made from extruded sections in overall dimensions of 40 X 48mm having a wall thickness of 1.5mm with usual process variation of ± 0.3mm, complete, for finished item of work t.

Size 0.75 X 2.13 D4 frame

1

8

x

5.72

228

45.76

1 Rm

10433

Rmt 11

PVC Door shutter conforming to IS: 10151-1982, the infill panel made of seamless one piece multi chamber PVC extruded sections having overall dimensions of 610 mm x 20 mm with wall thickness of 1mm + 0.2mm with the top and bottom edges of the shutter covered with end cap of the size 20 mm x 11 mm with the door shutter to be reinforced with special polymeric reinforcements as per drawing for hardware’s and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places.for finished item of work.

SIZE .70 X 2.00 D5 DOOR

1

8

x

0.70

-

2.00

11.20

1794

1sqm

20093

Sqm 12

Providing and Fixing of windows made of pre-painted steel (Base steel as per IS 513 of 0.6 mm thick galvanized as per IS 277 with Zinc of 120 GSM). Primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer. Section for outer frame should be of 48x50mm, centre mullion should be of 48x50mm, section for shutter should be of 47x20mm and fixed panel beading section should be 12x12mm. Outer frame and mullions to have rebate for Galvalume corrugated sheet shutter and a 20mm provision for Guard bars/Grills. The sections are to be cut to length metre joined with corner bracket. Centre mullion is to be fixed with mullion cap. Seccolor Handle, seccolor stay, 2 nos. of Stainless Steel heavy duty Pivot hinges shall be provided per shutter. The windows should be panelled with 0.60 mm thick Galvalume corrugated sheet (BMS-W.55). The above frames should be fixed to the concrete/masonry wall by means of self expanding screws, Including 10mm Square guard bars with 6” (152.4mm) pitch etc., complete for finished item of work.Centre fixed both side openable shutter window 5’0”x4’0” (1524mm x1219.2mm). Outer frame section size of 48x50mm. Shutter frame section size of 48x25mm. Mullion section size of 48x50mm. Fixed beading section size of 12x12mm.

WINDOWS W1 size 1.20 x 1.20m NCL (a)

24

1.2

1.2

34.56

1sqm

173595

1

2

x

2.00

635.68

1 each

1271

1

8

x

8.00

495.23

1 each

3962

Supply and Fixing of 50mm thick Jali including cost and conveyance of all materials to site, sales & other taxes, all operational, incidental and labour charges etc., complete for finished item of work in All Floors. In back wing corrridor

6

x

2

0.23

0.60

1.66 1.66

17

5023.00

Supply and Fixing of Ventilator of size 0.90 x 0.45 with 25mm x 25mm x 3mm thick equal L angles and 10mm square rods @ 150mm c/c fixing in position ,complete for finsihed item of work Size 0.90 X 2.13 V3

16

x

Supply and Fixing of Ventilator of size 1.22 x 0.45 with 25mm x 25mm x 3mm thick equal L angles and 10mm square rods @ 150mm c/c fixing in position ,complete for finsihed item of work Size 1.22 X 2.13 V1

(c )

1

401.30

1 SQM

665

Plain Cement Concrete corresponding to M10 grade as per IS 456 equivalent to (1:3:6) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work for Bed Blocks and Hold Fasts (APSS No. 402)

For bed blocks - Doors

6

x

12

0.30

0.23

0.15

0.75

Window Sills

1

x

24

2.10

0.23

0.08

0.93 1.68

Say

Page 25

1.75

4435.40

1 cum

7762

FF

SNo 18

Description of work

No

L

B

D

Qty

Rate

Per

Amount

Ornamental Plastering with CM(1:4) Prop: 12mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906) Class rooms

1

x

4

8.91

6.68

238.08

Laboratories

1

x

2

8.91

6.68

119.04

Toilet blocks

1

x

2

3.28

6.68

43.82

Corridor

1

x

1

22.05

2.00

44.10

Corridor wings

1

x

2

10.37

2.00

41.48

Sunshades

1

x

1

36.79

1.20

44.15

Sunshades

1

x

1

38.80

1.20

46.56

Sunshades

1

x

2

Slab projection

1

x

1

1.50 125.13

1.20

3.60

0.30

37.54 618.37 Say

618.50

107.05

1 sqm

66210

19

Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904)

A

Internal walls Class rooms

4

x

1

31.16

3.25

405.08

Laboratories

1

x

2

31.16

3.25

202.54

Verandah dwarf wall

1

x

1

1

x

Toilet blocks

2

38.80

2.05

79.54

19.92

3.25

129.48 0.00

Deductions Doors

1

x

-14

1.22

2.13

-36.38

Windows

1

x

24

1.22

-2.13

-62.37

Ventilators

1

x

-2

1.20

0.45

-1.08

Ventilators

10

x

-1

0.60

0.45

-2.70

Stair case

1

x

1

12.00

3.25

39.00

Verandah dwarf wall

1

x

1

43.70

2.10

91.77 844.88

Say

845.00

184.75

1 sqm

156114

20

Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., complete for Uneven Surfaces of Brick Wall for finished item of work. (APSS 901,903 & 904)

B

External Walls Alround outside

1

x

1

124.46

3.25

404.50

Verandah walls

1

x

1

42.82

3.25

139.17

Stair case room

1

x

1

12.04

3.25

39.13

Head room

1

x

1

13.00

2.75

35.75 618.55

Say

620.00

261.80

1 sqm

162316

22 Painting to New wood work with two coats of ready mixed synthetic enamel paint first quality all shades to give an even shade over base coat Primer with Luppam finishing after thoroughly brushing the surface to remove all remains including cost and conveyance of all materials to site, sales & other taxes, all operational, incidental and labour charges etc., complete for finished item of work.(3 coats) (APSS No. 1201 & 1212).in All Floors Doors

14

x

2.25

1.20

2.10

79.38 79.38

say

Page 26

80.00

142.45

1 sqm

11396

FF

SNo 23

Description of work

No

L

B

D

Qty

Rate

Per

Amount

Painting to New Iron work with two coats of ready mixed synthetic enamel paint first quality all shades over an existing steel primer including cost and conveyance of all materials to site, sales & other taxes, incidental, operational and all labour charges etc., complete for finished item of work. (APSS No. 1201, 1207 & 1212).in All Floors Ventilators V1

1

x

2

1.20

0.45

1.08

Ventilators V3

1

x

8

0.90

0.45

3.24 4.32

Say 24

4.50

64.50

1 sqm

290

Whiting to new walls and ceiling in two coats with Birla White or equavalent quality to give an even shade after thoroughly brushing the surface to remove all loose powdered materials including cost and conveyance of all materials and water to site, sales & other taxes, all operational, incidental and labour charges such as cleaning the surface, painting, curing etc., complete for finished item of work for internal walls. (APSS No.901 & 908) in All Floors Qty. same as er item no.20

618.50

Qty. same as er item no.21

845.00 1,463.50 1,463.50

25

1 sqm

32343

Painting to New walls with two coats of Plastic Emulsion paint of superior quality of approved brand and shade over base coat of cement primer grade -I making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for Walls.(APSS No. 912) in All Floors

Qty. same as er item no.22 26

22.10

620.00

100.85

1 sqm

62527

Flooring with Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) set over a base coat of CM (1:8), 12mm thick (joints of stone must be flushed) over C.C. bed already laid or R.C.C. roof slab only after it is properly cured, cleaned, moistered and where necessary treated with neat grey cement slurry of honey like consistency spred at3.3 kgs of cement for 1 sqm. and jointed with neat cement paste to full depth, including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of flooring stones to the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)

Class Room

1

x

4

6.68

8.91

238.08

Laboratories

1

x

2

6.68

8.91

119.04

1

x

1

x

Corrdior Corrdior

1

22.05

2

10.60

2.00

44.10

2.00

42.40 443.62 Say

27

444.00

488.05

1 sqm

216694

Providing skirting to internal walls 12.5 Cm high withPolished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) with length equal to flooring stones set over a base coat of CM (1:3), 12mm thick with cement slurry of honey like consistency spread @ 3.3 Kgs per sqm and jointed with neat cement paste mixed with pigment of matching shade to full depth (joints of stone should be flushed), including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of flooring stones to the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.701 & 707)

Class Room

1

Laboratories

1

Corriodor

1

x

15.58

4

31.16

0.125

x

2

31.16

0.125

7.79

x

1

95.72

0.125

11.97 35.34

Say 28

36.00

523.95

1 sqm

18862

Reinforced cement mortar Facia 5 cm thick in CM (1:3) for drop walls, Fins & staircase railing with rabbit wire mesh & nominal reinforcement as directed by Engineer-in-charge with dubara spong finishing including cost & conveyence of all materials to site, including seigniorage charges, sales and other taxes on all materials and all operational, incidental charges such as labour charges, like mixing cement mortar, scaffolding charges, lift charges, curing, for making 50 mm thick RCM Paradah walls (RCM Drop walls) including tying Rabbit (chicken) wire mesh to the existing mild steel / HYSD Steel reinforcement applying mortar lumps, finishing, plastering to both faces, sponge finishing etc complete for finished item of work but excluding cost of steel and its fabrication charges in All Floors

Page 27

FF

SNo

Description of work

No

L

B

D

FOR STAIR CASE

1

x

4

3.70

0.90

mid landing

1

x

1

3.00

0.90

Qty

Rate

Per

Amount

943.35

1 sqm

15565

13.32 2.70 16.02

Say 29

16.50

Dadooing to walls with white glazed tiles 1st. quality of any size of brand as approved by Engineer - in - charge and set over a base coat of CM (1:5), 12mm thick and neat cement paste at the rate of 3.3 Kg/Sqmt. and jointed with white cement paste mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, tiles, etc. to site, seigniorage charges, sales and other taxes on all materials, C921 such as mixing of cement mortar, laying in position, curing, lift charges etc., complete for finished item of work (APSS No.701 & 707) in All Floors 8

Toilets

x

2

1.50

3.75

90.00 90.00

say 30

90.00

480.35

1 sqm

43232

Flooring with Ceramic Tiles of 7.3mm thick 1st. quality of any shade as approved by Engineer - in - charge set over a base coat of CM (1:8), 12mm thick laid over flooring bed / V.R.C.C. slab, with neat cement slurry of honey like consistency spread at the rate of 3.3 Kgs of cement per Sq.m and jointed with neat white cement paste to full depth mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, ceramic tiles etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, curing, lift charges etc., complete for finished item of work.(APSS No.701 & 707) in All Floors 1

Toilet

x

2

4.80

7.32

70.27 70.27 say

31

70.50

772.40

1 sqm

54454

Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors.

Columns

21.50

cum@

140.00

3010.00

beams

21.00

cum@

120.00

2520.00

SLAB OF 120 MM THICK

69.72

cum@

80.00

5577.60

waist slab of 175mm thick

2.98

cum@

80.00

238.00

lintels

2.50

cum@

80.00

200.00

sunshades

3.44

cum@

80.00

275.00

RCM FACIA

16.50

sqm@

6.00

99.00 11,919.60

or say

12.00

60664.40

1 MT

727973

MT FIRST FLOOR TOTAL: 3602665

AEE/AE

Dy. Executive Engineer

Executive Engineer

Jagithyal

Jagithyal

Karimnagar

Superintending Engineer Hyderabad

Page 28

FF

SUB ESTIMATE: CONSTRUCTION OF SEPTIC TANK

Construction of Government Junior College Building at Bearpur (V) Sarangapur (M) Karimnagar District under NABARD RIDF - XVIII Construction of Septic Tank of size 4.50 x 2.50 x 2.30Mt (Clear Size) and

soak pit of 2.00 x 2.00 Mt. size.

Sl.No

Qty

1

Description of work

No.

Measurements

Unit

Rate

Per

L B D Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work including seignerage charges excluding dewatering charges etc., complete for Septic tank soak pit and sump.(APSS No. 308) Septic Tank

1

X

1

4.50

2.50

2.50

for Soak pit

1

X

1

2.00

2.00

1.20

Amoun t

28.13 Cum 4.80 32.93 40.00 Cum

2

4

5

5154

Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. 402) For bottom of septic tank

3

128.85 1Cum

1

X

1

4.50

2.50

0.08

0.90 Cum

3102.55 Cum

2792

Plain Cement Concrete corresponding to M15 grade as per IS 456 equivalent to (1:2:4) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work (APSS No. 402) For bottom of septic 1 X 1 4.50 2.50 0.08 0.90 Cum 5074.20 Cum tank Random Rubble stone masonry, in CM (1:8) prop: (Cement: Sand) using Hard blasted Granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, sand, water, etc., to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete for finished item of work for foundation and basement (APSS No. 601 & 615) 1st Step Long walls

1

X

2

3.90

1.40

0.45

4.91

1st step Short walls

1

X

2

2.40

1.40

0.45

3.02

2nd Step Long walls

1

X

2

3.50

1.20

0.45

3.78

2nd Step Short walls

1

X

2

2.40

1.20

0.45

2.59

3rd step long walls

1

X

2

3.20

1.05

0.45

3.02

3rd step short walls

1

X

2

2.40

1.05

0.45

2.27

4TH step long walls

1

X

2

2.90

0.90

0.45

2.35

4TH step short walls

1

X

2

2.40

0.90

0.45

1.94

5TH step long walls

1

X

2

2.60

0.75

0.45

1.76

5TH step short walls

1

X

2

2.40

0.75

0.45

1.62

6TH step long walls

1

X

2

2.30

0.60

0.45

1.24

6TH step short walls

1

X

2

2.40

0.60

0.45

1.30

Total

29.81

Say

30.00 Cum

2569.80 Cum

4567

77094

Construction of 50.8mm thick RCM Baffle wall with 2.267 Kg steel and rabit wire mesh in CM (1:3) prop: with fine rendering in neat cement in septic tank including cost and convenyance of all materials to site, seigonarage charges sales and othe taxes on all materials , and all labour charges etc., complete for finished item of work. For baffle walls

S Tank

1

X

2

2.50 -

0.6

3.00 Sqmt

242.85 1Sqmt

729

P No 29

Sl.No

Description of work

No.

Measurements

Qty

Unit

Rate

Per

L B D Construction of Perforated Dry Brick Masonry without using CM and keeping vertical dry joints of 15 to 20mm as directed by the Engineer – in – Charge including cost and conveyance of all amterials to site seignorage charges, sales and other taxes, all labour charges etc., complete item of work for Soak Pit.

6

1

X

4

2.50

1.20

0.12 OR Say

7

Amoun t

1.38 Cum 1.50 Cum

3239.19 Cum

4859

Providing impervious coat over RCC roof slab to required slopes with CM (1:3) prop. 20mm thick (average) mixed with water proofing compound manufactured by reputed manufacturers as approved by Engineer-incharge at 1Kg/bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm including cost and conveyance of all materials like cement, sand, water proofing compound, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar, laying, rounding off at junctions of wall and slab, rendering smooth with thread lining, curing, lift charges, etc., complete for finished item of work (APSS No. 901 & 903). Long walls

1

X

2

4.50

2.50 -

22.50

Short walls

1

X

2

2.50

2.36 -

11.80

Bottom of septic tank

1

X

1

4.50

2.50 -

11.25 45.55 46.00 Sqmt

Say 8

263.10 1Sqmt

12103

Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403) For beams and slabsVRCC M20 for Slabs 125mm thick 125mm thick slab

9

1

X

1

4.50

2.50 -

11.25 Sqmt

899.35 1Sqmt

10118

Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors. 11.25*.125*100

10

0.25 MT

13

15005

X

1

1 No.

840.20 Each

840

68.40 Each

68

Supply and Fixing of AC Cowls 88.9 mn dia with all necessary requirements including all operational , incidental sales and other taxes and all labour charges etc., complete including cost and convenyance of all materials complete for finished item of work for all Floors. 1

12

1 MT

Supply and fixing of CI pipes 101.6mm Single socket ISI marked confirming to IS: 1729 - 1979 of reputed make with cement caulked joints and paintaed black with japan paint and fixing with necessary woden blocks fixed in the masoery walls in CM (1.5:1) including fixing of MS clamps of necessary size and required no of Bombay nails etc., complete including cost and conveyance of all materials to site all labour charges sales and other taxes on all materials etc.,, complete for finished item of work all Floors 1

11

60020.30

X

1

1 No.

Supply and Fixing of 914.4mm x 457.2mm Light Weight CI Manhole Frame and Cover (30 Kgs) complete for finished item of work including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work. 1 X 2 2 Nos. 1875.30 Each

3751

Supply and Fixing of CI Steps for Septic Tank / Manhole complete for finished item of work including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work. 1

S Tank

X

5

5 Nos.

60.45 Each

302

P No 30

Sl.No

Description of work

No.

Measurements L

B

Qty

Unit

Rate

Per

D

Amoun t 137382

AEE/AE

Dy. Executive Engineer

Executive Engineer

Jagithyal

Jagithyal

Karimnagar

Superintending Engineer Hyderabad

S Tank

P No 31

SUB ESTIMATE; PROVIDING WATER SUPPLY & SANITARY ARRANGEMENTS Construction of Government Junior College Building at Bearpur (V) Sarangapur (M) Karimnagar District under NABARD RIDF - XVIII Sl.No.

Quantity

Description of work

Per Unit

Rate (Rs.)

Amount (Rs.)

1

50.00 Rmts. Supplying and laying, filling, jointing and testing SWG SP-1 pipes of ISI make confirming to IS 1651 & 4127 1st quality with air tight Cement joints in CM (1.5:1)prop. including excavation of trenches and socket pits in any soil (except rock requiring blasting) and refilling with watering and tamping including cost and conveyance of all materials to site and all labour charges for finished item of work (APSS NO 1301 & 1318) for 152.40mm dia SWG pipe upto 5' depth

One 1 Rmts.

536.95

26848

2

50.00 Rmts. Supplying and laying, filling, jointing and testing SWG SP-1 pipes of ISI make confirming to IS 1651 & 4127 1st quality with air tight Cement joints in CM (1.5:1)prop. including excavation of trenches and socket pits in any soil (except rock requiring blasting) and refilling with watering and tamping including cost and conveyance of all materials to site and all labour charges for finished item of work (APSS NO 1301 & 1318) for 101.60 mm dia SWG pipe upto 3' depth

One 1 Rmts.

220.05

11003

3

2.00 Nos. Constructing 904.0 mm (3’0”) dia solid block masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using fly ash blocks of 225mm thick from approved source having a minimum crushing strength of 10 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 1524 mm (3'-0") in all sorts of soils (exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification.

One 1 Each

5980.45

11961

4

18.00 Nos. Supplying and fixing CI Nahani traps 100 mm dia Inlet- 75 mm (3") outlet pipe - 4 Kgs 1st quality ISI marked conforming to IS:1729-1979 with C.P. Grating fixing with white cement as per site requirements with standard practice for all floors including cost and conveyance of all materials to site, labour charges etc., complete for finished item of work.

One 1 Each

347.75

6260

5

Supply and fixing of CI pipes 101.6mm Single socket ISI marked confirming to IS: 1729 - 1979 of reputed make with cement caulked joints and paintaed black with japan paint and fixing with necessary woden blocks fixed in the masoery walls in CM (1.5:1) including fixing of MS clamps of necessary size and required no of Bombay nails etc., complete including cost and conveyance of all materials to site all labour charges sales and other taxes on all materials etc.,, complete for finished item of work all Floors

One 1 RM

840.20

25206

30.00 RM

Sani & W S

101.6mm dia ( 4" dia )

P No 32

Sl.No.

Quantity

6

Description of work

Per Unit

Rate (Rs.)

Amount (Rs.)

One 1 RM

735.30

22059

Supply and fixing of CI pipes 76.2 mm Single socket ISI marked confirming to IS: 1729 - 1979 of reputed make with cement caulked joints and paintaed black with japan paint and fixing with necessary woden blocks fixed in the masoery walls in CM (1.5:1) including fixing of MS clamps of necessary size and required no of Bombay nails etc., complete including cost and conveyance of all materials to site all labour charges sales and other taxes on all materials etc.,, complete for finished item of work all Floors

30.00 RM 7

76.2mm dia ( 3" dia ) Supplying & fixing GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings in ground or on wall including cost of tees, elbows, bends, reducers, couplings, running joints, union flanges, unions etc. with necessary excavation in all types of soils except rock requiring blasting, refilling, chiselling masonry walls and making good the walls & floors to the original surface and fixing MS clamps on TW blocks on walls including cost and conveyance of all materials and labour charges complete for finished item of work.

a)

40.00 RM

15mm Nominal bore

One 1 RM

172.15

6886

b)

30.00 RM

20mm Nominal bore

One 1 RM

191.55

5747

c)

20.00 RM

25mm Nominal bore

One 1 RM

250.80

5016

d)

20.00 RM

40mm Nominal bore

One 1 RM

394.45

7889

e)

5.00 RM

50mm Nominal bore

One 1 RM

425.25

2126

8

2.00 Nos. Supplying and fixing Gunmetal Gate ( GM peet ) valve as per IS778 Class - I , Indian make heavy type including cost and conveyance of all materials , labour charges etc. complete for finished item of work. for 40mm Nominal bore

One 1 Each

1417.05

2834

9

18.00 Nos. Supplying and fixing 580 mm x 440 mm long Orissa pan white glazed Water Closet 1st qualityISI marked confirming to IS:2556Part-3-1981 with "P" or "S" trap Hindware / Parryware / Neycer with brick masonry seat, CC squatting plate and fixing 12.70mm dia NP Push cock 1st quality , P trap or S trap of Indian W.C. shall be encased on CC (1:2:4) 150mm alround well above the joint to stop leakage at the joint etc., complete including cost and conveyance of all materials to site, cost of CC bed, labour charges and seigniorage charges etc., complete for finished item of work.

One 1 Each

1487.70

26779

10

16.00 Nos. Supplying and fixing NP bib taps of size 12.70mm dia of Indian make Seiko or equivalent including cost and conveyance of all materials, labour charges etc., complete for finished item of work in all floors.300 grams

One 1 Each

249.70

3995

11

2.00 Nos. Supplying and fixing NP soap dish heavy type of approved make ISI quality with NP screws etc., complete including cost and conveyance of all materials, labour charges for fixing etc., complete for finished item of work in all floors as per ssr item no 598

One 1 Each

234.85

470

Sani & W S

P No 33

Sl.No.

Quantity

Description of work

Per Unit

Rate (Rs.)

Amount (Rs.)

12

6.00 Nos. Supplying and fixing Indian make Flat Back Wash Hand Basin (HSW/Parryware/ Neycer) 1st quality conforming to IS:2556-Part4:1972 of size 550mm x 400mm with waste fittings like rubber plug, chain, 32 mm nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963-1979 and fitted with 15 mm nominal bore Chromium Plated Pillar Tap of 1st quality Indian make 400 grams Seiko/ Esso or equivalent complete with standard CI brackets including wooden block ,1 No.12.70mm PVC connection with brass union nuts CP coated , 1 No.12.70mm NP bib tap 300 gms Seiko or equivalent including cost and conveyance of all materials to site, labour charges etc. complete for finished item of work

One 1 Each

2317.70

13906

13

2.00 Nos. Supplying and fixing TV shape mirror with plastic frame of size 609.6mm x 457.2mm , plywood back with NP screws 1st quality including cost and conveyance of all materials, labour charges etc., complete for finished item of work in all floors.

One 1 Each

495.90

992

14

2.00 Nos. Supplying and fixing of 25.4mm dia , 609.6mm long aluminium anodized towel rods with brackets and aluminium screws including cost and conveyance of all materials, labour charges etc., complete for finished item of work.

One 1 Each

158.50

317

15

2000.00 Lit

Providing and placing on terrace (at all floor levels) polyetheylene water storage tank with double layer approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet and outlets and over flow pipes but without fittings and base support for tanks including cost and conveyance of all materials and labour charges for placing and fixing in position as directed by Engineer-in-Charge.

One 1 Lit

5.70

11400

16

1.00 Nos. Supply and Fixing of AC Cowls 88.9 mn dia with all necessary requirements including all operational , incidental sales and other taxes and all labour charges etc., complete including cost and convenyance of all materials complete for finished item of work for all Floors.

One 1 Each

68.40

68

17

1.00 Nos. Supply and Fixing of AC Cowls 63.50 mn dia with all necessary requirements including all operational , incidental sales and other taxes and all labour charges etc., complete including cost and convenyance of all materials complete for finished item of work for all Floors.

One 1 Each

46.75

47

18

5.00 Rmts. Manufacture, supply & delivery of 50mm of outer dia HDPE pipes of 6Kg/Sqcm. conforming to IS 4984 - 1995 including transportation to site including laying and jointing of HDPE pipes as per BIS No.7634 Part -II/75 including fixing required specials /fittings including excavation of trenches up to 0.50 mts depth in all soils except rock requires blasting and refilling trenches after laying and jointing of pipes as per standard specifications including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work.

One 1 Rmts.

79.80

399

TOTAL

192208

AEE/AE

Dy. Executive Engineer

Executive Engineer

Jagithyal

Jagithyal

Karimnagar

Sani & W S

P No 34

Sl.No.

Quantity

Description of work

Per Unit

Rate (Rs.)

Amount (Rs.)

Superintending Engineer Hyderabad

Sani & W S

P No 35

Construction of Government Junior College Building at Bearpur (V) Sarangapur (M) Karimnagar District under NABARD RIDF - XVIII Sub Estimate for Construction of Compound wall

1

NO.S

DESCRIPTION

SL. NO

MEASUREMENTS LENGTH BREADDEPTH

X

1

0.00

0.45

0.60 OR SAY

X X

1 1

0.00 0.00

0.45 0.45

0.60 0.30 OR SAY

1 1 1 1

X X X X

0 0 0 0

0.29 3.00 1.20 3.00

0.29 0.14 0.14 0.14

1.20 1.00 0.60 0.23 OR SAY

206.65 1 CUM

0

0.00 0.00 0.00 CUM

2569.80 CUM

0

0.00 0.00 0.00 0.00 0.00 0.00 cum

4053.40 cum

0

0.00 0.00 sqm

401.30 Sqm

0

Supply and Fixing of 50mm thick Jali including cost and conveyance of all materials to site, sales & other taxes, all operational, incidental and labour charges etc., complete for finished item of work in All Floors. Top of Wall panels 1

5

0.00 0.00 cum

Brick Masonry in superstructure with CM (1:8) prop: using Fly ASH Bricks of size 290x225x140mm with compressive of 50 Kgs / Sqcm from approved source including cost and conveyance of all materials like cement, sand, fly ash bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504).

Pillars Wall panels Deduct for RCC Jalis Top Coping

4

AMOUNT

Random Rubble stone masonry, in CM (1:8) prop: (Cement: Sand) using Hard blasted Granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, sand, water, etc., to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete for finished item of work for foundation and basement (APSS No. 601 & 615)

Below GL 1 Above GL 1

3

RATE

Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work including seignerage charges excluding dewatering charges etc., complete for Foundation of Building.(APSS No. 308) 1

2

QTY

X

0

1.20

0.60 OR SAY

Plain Cement Concrete corresponding to M10 grade as per IS 456 equivalent to (1:3:6) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work for Bed Blocks and Hold Fasts (APSS No. 402)

Coping for Pillars 1 C Wall

X

0

0.29

0.29

0.05

0.00 P No 36

NO.S

DESCRIPTION

SL. NO

1

X

MEASUREMENTS LENGTH BREADDEPTH 0

3.00

0.14

0.05 OR SAY

6

RATE

AMOUNT

0.00 0.00 0.00 cum

4435.40 cum

0

0.00 0.00 sqm

48.55 1 sqm

0

0.00

22.10

0

sqm

1 sqm

Flush Pointing to CRS Masonry in CM(1:3) Prop: including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)

For basement 1

7

QTY

X

2

0.00

0.30 OR SAY

Whiting to new walls and ceiling in two coats with Birla White or equavalent quality to give an even shade after thoroughly brushing the surface to remove all loose powdered materials including cost and conveyance of all materials and water to site, sales & other taxes, all operational, incidental and labour charges such as cleaning the surface, painting, curing etc., complete for finished item of work for internal walls. (APSS No.901 & 908) in All Floors

(QTY = ITEM NO. 5 )

1 X 2

0.00

1.65

0.00 0.00 0.00

OR SAY

Total

AEE/AE Jagithyal

Dy. Executive Engineer Jagithyal

0

Executive Engineer Karimnagar

Superintending Engineer

Hyderabad

C Wall

P No 37

LEAD CHART Construction of Government Junior College Building at Bearpur (V) Sarangapur (M) Karimnagar District under NABARD RIDF - XVIII RATES AS PER COMMON SSR OF 2012-13 with cement and steel rates of Lead in KM Sl. No.

(1) 1

Description

Avg. SSR Sl.No. Thickness in mm

CT

Total

(6) 39.00

(7) 0.00

(3) M-005

2

Sand for filling& blindage

M-004

Local

6.00

0.00

3

Sand for plastering works

M-006

Chegyam

39.00

0.00

4

Gravel

M-008

Local

5.00

0.00

5

R.R. Stone(Granite, Dolamite &Trap variety)

M-148

Rajaram

32.00

6

C.R. Stone(Granite, Dolamite &Trap variety)

CSSR-A.14

Rajaram

7

trough stones25 x25x45 to 60 cms

CSSR-A.76

9 10 11 12 13

40mm HBG Metal M-055 (IS383-1970) 20mm M/c chips M-053 (IS383-1970) 13.2/12.5 mm M/c chips M-052 (IS383-1970) 10mm M/c chips M-051 (IS383-1970) 6mm M/c chips M-050 (IS383-1970) 2nd Class Bricks of size BMT-A.01 23x11x7cm

14

Fly Ash Bricks of size 290 BMT-A.13 x100 x140 mm with compressive strength of 50 Kg /sq.cm

15

Fly Ash Bricks of size 290 BMT-A.10 5.158103 x225 x 140 mm with compressive strength of 50 Kg/sq .cm

16

Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M)

17

LEAD

BMT-B.06

Rough Kadapa slabs of BMT-B.01 minimum 40 mm thick, size not less than (0.457 x 457M)

(5) Chegyam

MR

(2) Sand for Mortar

8

(4)

Source of Material

(8) 39.00

Convence Charges

October, 2012 (2nd month of 2nd quarter) Initial Cost including Add Stacking Differenc in 1% towards Loading Charges Seigniostorage charges wherever rage Charges necesssary

Area allowence on unloading loading & charges unloading charges @ 0 %

Total

Unit per

(9) 360.03

(10) 375.00

(11) 0.00

(12) 0.00

(13) 0.00

(14) 5.94

(15) 0.00

(16) 740.97

(17) Cum.

6.00

50.73

288.00

0.00

0.00

0.00

5.94

0.00

344.67

Cum.

39.00

360.03

490.00

0.00

0.00

0.00

5.94

0.00

855.97

Cum.

5.00

40.91

97.00

0.00

0.00

11.88

5.94

0.00

155.73

Cum.

0.00

32.00

302.77

263.00

0.00

0.00

23.76

11.88

0.00

601.41

Cum.

32.00

0.00

32.00

302.77

407.41

0.00

0.00

23.76

11.88

0.00

745.82

Cum.

Rajaram

32.00

0.00

32.00

302.77

933.33

0.00

0.00

23.76

11.88

0.00

1271.74

Cum.

Rajaram

32.00

0.00

32.00

302.77

782.00

0.00

0.00

0.00

0.00

0.00

1084.77

Cum.

Rajaram

32.00

0.00

32.00

302.77

1234.00

0.00

0.00

0.00

0.00

0.00

1536.77

Cum.

Rajaram

32.00

0.00

32.00

302.77

1029.00

0.00

0.00

0.00

0.00

0.00

1331.77

Cum.

Rajaram

32.00

0.00

32.00

302.77

861.00

0.00

0.00

0.00

0.00

0.00

1163.77

Cum.

Rajaram

32.00

0.00

32.00

302.77

688.00

0.00

0.00

0.00

0.00

0.00

990.77

Cum.

Dharmapuri

27.00

0.00

27.00

408.47

3472.00

0.00

0.00

32.68

32.68

0.00

3945.83

1000 Nos

Luxettipet

35.00

0.00

35.00

1192.90

8000.00

0.00

0.00

74.92

74.92

0.00

9342.73

1000 Nos

Luxettipet

35.00

0.00

35.00

2684.02

16000.00

0.00

0.00

168.57

168.57

0.00

19021.15

1000 Nos

Tandur

382.00

0.00

382.00

69.89

120.50

4.00

0.00

0.36

0.18

0.00

194.92

1Sqm.

Tandur

382.00

0.00

382.00

186.37

84.00

4.00

0.00

0.95

0.48

0.00

275.80

1Sqm.

2.29249

15

40

38

Lead in KM Sl. No.

Description

Avg. SSR Sl.No. Thickness in mm

18

18

Polished Marble Slabs of any BMT-B.12 variety 16 to 20 mm thick (size 0.457 x 0.457 M / 0.6 x 0.6 M) High polished Granite 16 to 18 mm thick up to 8' 00" (2.43M) black

17

19 20

water

21

Cement

22

Source of Material MR

CT

Total

Convence Charges

Initial Cost including Add Stacking Differenc in 1% towards Loading Charges Seigniostorage charges wherever rage Charges necesssary

Karimnagar

86.00

0.00

86.00

19.72

638.00

0.00

Karimnagar

86.00

0.00

86.00

18.62

1904.00

0.00

M-189

Local

0.50

0.00

0.50

0.00

90.00

CSSR-A.05

At Site

0.00

0.00

0.00

5000.00

0.00

0.00

0.00

Mild Steel Bars (Fe 250) for 6mm

M-126

At Site

0.00

0.00

0.00

44000.00

0.00

0.00

23

High Yield Strength Deformed Bars (Fe 415) for 8mm to 40mm dia

CSSR-A.62

At Site

0.00

0.00

0.00

44400.00

0.00

24

Mild Steel, Structural steel, I,e, Angles, Channels & ISections

CSSR-A.68

At Site

0.00

0.00

0.00

45500.00

25

M.S. Plates

CSSR-A.69

At Site

0.00

0.00

0.00

43500.00

BMT-B.11

0.00

Area allowence on unloading loading & charges unloading charges @ 0 %

Total

Unit per

0.43

0.21

0.00

658.36

1Sqm.

0.40

0.20

0.00

1923.23

1Sqm.

0.00

90.00

KL

39.21

0.00

5039.21

M.T

0.00

47.00

0.00

44047.00

M.T

0.00

0.00

47.00

0.00

44447.00

M.T

0.00

0.00

0.00

47.00

0.00

45547.00

M.T

0.00

0.00

0.00

47.00

0.00

43547.00

M.T

CERTIFICATES:1 Certified that the above leads are true and correct to the best of my knowledge 2 Certified that the quarry requries blasting for RR, CRS, 6mm, 10mm, 12mm, 20mm & 40mm Metal 3 Certified that the 20mm, 12mm, 10mm, 6mm Metal requires Machine Crushing 4 Certified that the work site does not falls within 12 Kms belt of any municipality/ Corporation Limits and hence no extra allowence is required

AEE/AE

LEAD

Dy. Executive Engineer

Executive Engineer

Superintending Engineer

39

DATA Construction of Government Junior College Building at Bearpur (V) Sarangapur (M) Karimnagar District under NABARD RIDF - XVIII Overheads

14%

COMMON STANDARD SCHEDULE OF RATES FOR THE YEAR 2012-2013 0%

Rural area allowence

LABOUR CHARGES Sl.No

Description

SSR Sl.No.

1

1st class mason

I-11

2

2nd class mason

43

3

1st class Brick Layer

I-11

4

2nd class Brick layer

44

5

Blacksmith

2

Initial Rate

Final Rate

315.00 285.00 315.00 285.00 315.00

315.00

per day

285.00

per day

315.00

per day

285.00

per day

315.00

per day

0.00

per day

350.00

per day

300.00

per day

285.00

per day

250.00

per day

250.00

per day

55.00

per Kg

6 7

1st class Painter

I-35

8

2nd class Painter

9

Head mazdoor

II-10

10

Man mazdoor

III-3

11

Woman mazdoor

III-4

12

Cost of binding wire

CSSR-A.03

13

Labour charges for fixing flush door shutter of any thickness fixing the door shutter to the frame and fixtures to the door shutter

BMM-V.23

350.00 300.00 285.00 250.00 250.00 65.00

46

Unit

265.00

265.00

per Sqmt.

SCAFFOLDING CHARGES BRICK MASONRY a) For Superstructure in FF foundation and basement

over the rate of

rate per sqm

(0.23M THICK)

0.115 thick

982

40.00

173.91

1 cu.m.

347.83

b) For Superstructure in SF over the rate of FF superstructure

983

48.00

208.70

1 cu.m.

417.39

c) For Superstructure in 3rd floor over the rate 2nd floor superstructre

984

65.00

282.61

1 cu.m.

565.22

d) Add for every additional floor over 2nd floor

985

29.00

126.09

1 cu.m.

252.17

Scaffolding for Plastering of walls,ceiling or painting of roof timber,or walls where height is more than 3Mt. 1st and 2nd

986

44.00

10 Sqmt.

2nd and 3rd

987

88.00

10 Sqmt.

3rd and 4th

988

132.00

10 Sqmt.

Add for every additional floor over 4th floor

989

32.00

10 Sqmt.

CENTERING CHARGES (Providing Centring, shuttering and scaffolding with props and steel plate as per the approved shuttering plan and other accessories as per the norms and stability calculations including cost and conveyance of all accessories Using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc complete for finished item of work)

Sl

NAME OF THE STRUCTURAL MEMBER 1

2

Unit of Measuremen t

Material Hire charges

Labour charges

6

3

4

Centring Charges for 200 5

HIRE CHARGES FOR CENTERING & SCAFFOLDING - Unsupported Height up to 3.66 M -Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centerin Plates, etc.,

A

FOOTINGS

per 1 cum

Rs.

B

PEDESTALS

per 1 cum

Rs.

C

PLINTH BEAMS

per 1 cum

Rs.

D

LINTELS

per 1 cum

Rs.

Page 40

62.00 74.00 1048.00 890.00

Rs. Rs. Rs. Rs.

372.00 592.00 898.00 762.00

Rs. Rs. Rs. Rs.

C-data

E

CHAJJAS - SUNSHADES

per 1 sqm

Rs.

Rs. Rs. Rs. Rs. Rs.

117.00 1070.00 898.00 101.00 105.00

Rs.

Rs.

176.00 134.00 1347.00 151.00 157.00

F

COLUMNS

per 1 cum

Rs.

G

BEAMS

per 1 cum

Rs.

H

SLABS - Up to 150 mm thick

per 1 sqm

Rs.

I

SLABS - above 150 mm - Up to 300 mm thick

per 1 sqm

J

SLABS - above 300 mm thick

per 1 sqm

Rs.

164.00

Rs.

109.00

Rs.

K

WAFFLE - (GRID) SLABS (Rib Beams with Slabs)

per 1 sqm

Rs.

per 1 sqm

Rs.

ARCH BEAMS - up to 1.5 M Span

per 1 cum

Rs.

N

ARCH BEAMS - above 1.5 M Span

per 1 cum

Rs.

O

DOME SLABS

per 1 cum

Rs.

P

HELICAL STAIRCASES

per 1 sqm

Rs.

Q

Shear walls RCC walls,Water tank walls

per 1 sqm

Rs.

Rs. Rs. Rs. Rs. Rs. Rs. Rs.

370.00 259.00 1020.00 1035.00 1650.00 126.00 195.00

Rs.

PERGOLA SLABS (Only Rib Beams)

555.00 389.00 1532.00 1553.00 2890.00 220.00 114.00

L M

Rs. Rs. Rs. Rs.

Rs. Rs. Rs. Rs. Rs. Rs.

HIRE CHARGES FOR ACCESS SCAFFOLDING - up to 3.66 M using Casurina Bellies, Bamboos, Wooden Reapers, Runners, Wood Posts, Wall Plates etc., for BRICK MASONRY/STONE MASONRY - 1 sqm

Rs. Rs. Rs.

40.43 60.65 80.86

Rs.

Rs.

5.46 5.46 5.46

per 1 sqm

Rs.

5.46

Rs.

101.08

Rs.

per 1 sqm

Rs.

5.46

Rs.

121.29

Rs.

A

1st - Floor

per 1 sqm

Rs.

B

2nd - Floor

per 1 sqm

Rs.

per 1 sqm

C

3rd - Floor

D

4th - Floor

E 5th - Floor NAME OF THE STRUCTURAL MEMBER

Sl 1

2

Unit of Measuremen t 6

Material Hire charges

Labour charges

3

4

Rs. Rs.

Centring Charges for 200 5

HIRE CHARGES FOR ACCESS SCAFFOLDING - up to 3.66 M using Casurina Bellies, Bamboos, Wooden Reapers, Runners, Wood Posts, Wall Plates etc., for PLASTERING WALLS - 1 sqm A B

1st - Floor

per 1 sqm

Rs. Rs.

2nd - Floor

per 1 sqm

C

3rd - Floor

per 1 sqm

Rs.

D

4th - Floor

per 1 sqm

Rs.

E

0.55 0.55 0.55 0.55 0.55

Rs. Rs. Rs. Rs. Rs.

4.04 6.06 8.09 10.11 12.13

Rs.

1.28 1.28 1.28 1.28 1.28

Rs. Rs. Rs. Rs. Rs.

8.00 12.00 16.00 20.00 24.00

Rs.

Rs. Rs. Rs.

per 1 sqm Rs. Rs. 5th - Floor HIRE CHARGES FOR STAGE SCAFFOLDING - up to 3.66 M using Casurina Bellies, Bamboos, Wooden Reapers, Runners, Wood Posts, Wall Plates etc., for CEILING PLASTERING - 1 sqm A

1st - Floor

per 1 sqm

Rs.

B

2nd - Floor

per 1 sqm

Rs.

C

3rd - Floor

per 1 sqm

Rs.

D

4th - Floor

per 1 sqm

Rs.

E

5th - Floor

per 1 sqm

Rs.

Rs. Rs. Rs. Rs.

total MATERIAL RATES OF MISCELLANEOUS BUILDING ITEMS Sl. No

Description of Item

SSR Sl. No

Unit

Rate

1

2

3

4

5

1

White Cement

BMS-W.68

Kg

25.00

2

Surya Cem or Equivalent Quality

BMT.J.27

Kg

16.40

3

Water proof Cement paint of Superior Quality

BMT.J.24

Kg

41.00

4

Snowcem or Equv. Quality

BMT.J.26

Kg

38.36

5

Oil Bound Distemper POWDER

BMT.J.20

Ltr

35.00

6

Oil Bound Washable Distemper Acrylic based

BMT.J.21

Kg

70.00

7

Wood Primer

BMT.J.05

Ltr

117.00

Page 41

C-data

8

Red Oxide Primer Paint Grade - I

BMT.J.03

Ltr

105.00

9

Cement Primer Grade - I

BMT.J.01

Kg

117.00

10

Synthetic enamel paint 1st quality (All Shades)

BMT.J.30

Ltr

199.00

11

Plastic emulsion paint

BMT.J.22

Ltr

211.00

11

Impervious Water proofing compound

BMT.H.01

Kg

24.00

12

Rabbit wire mesh (Chicken Mesh)

BMT.F.28

Sqmt.

13.00

13

Cement Jally 50mm thick

BMS.W.17

Sqmt.

352.00

14

White Glazed Tiles of any Size 1st. Quality

BMT.C.06

Sqmt.

314.00

15

Glazed Colour Tiles of any size 1st quality

BMT.C.07

Sqmt.

372.00

16

Ceramic tiles 7.3mm thick

BMT.C.01

Sqmt.

419.00

17

Fantasy Glazed Tiles of size 200mm x 152mm

BMT.C.05

Sqmt.

543.00

18

S&F Vinyl Flooring with Tiles 1.5mm thick in rolls Decorated white background glazed tiles 200mm x 152mm Decorated colour background glazed tiles 200mm x 300mm

BMT.C.03

Sqmt.

514.00

BMT.C.04

Sqmt.

573.00

19 20 21

Polished Marble Slabs of any variety 16 to 20 mm thick (size 0.457 x 0.457 M / 0.6 x 0.6 M)

BMT.B.12

Sqmt.

638.00

22

High polished Granite 16 to 18 mm thick up to 8' 00" (2.43M) other than black and regular colours

BMT.B.10

Sqmt.

2240.00

23

High polished Granite 16 to 18 mm thick up to 8' 00" (2.43M) black

BMT.B.11

Sqmt.

1904.00

24

Vitrified polish floor tiles 600 x 600 mm of 8 to 10 mm thickness Premium colour 1 st quality

BMT.B.15

Sqmt.

944.00

25

Vitrified polish floor tiles 600 x 600 mm of 8 to 10 mm thickness normal colour 1 st quality

BMT.B.16

Sqmt.

810.00

26

Vitrified polish floor tiles 400 x 400 mm of 8 to 10 mm thickness normal colour 1 st quality

BMT.B.17

Sqmt.

607.00

27

AC Sheet Corrugated 6mm thick

BMT.E.17

Sqmt.

194.00

28

Mastic Pad 0.60 x 1.20 Mts, 25.4mm thick

BMS.W.20

Sqmt.

869.00

29

Mastic Pad 0.60 x 1.20 Mts, 12.7mm thick

BMS.W.21

Sqmt.

498.00

30

Supplying & fixing collapsible steel shutters with vertical, double channel of 20 x10x2 mm of 100 mm centre ,Bracers with flat iron 40x40x6 mm with 38 mm dia steel pulleys, the top, bottom and side vertical frames of the collapsible gate with 65x65mmx8mm MS Angle and middle guide rail at site height with 65mmx8mm MS flat for the pulleys to guide and fixed with necessary hold fasts, bolts, nuts, rivets, locking arrangements, stoppers, handles, all accessories all fixtures and painted with one coat of approved steel primer etc., complete for finished item of work as per special spn 1105

BMT-F.30

Sqmt.

1855.00

Page 42

2114.70

C-data

31

Supply & fixing of Rolling shutter made of 80 x 1.25 mm machine rolled CRCA laths, interlocked together through their entire length and jointed together at the ends by end-locks, mounted on specially designed pipe shaft of 50mm dia nominal bore MS B class pipe with brackets, plates, guide channels, stoppers, bottom locking plates and arrangements for inside & outside locking with push-pull operations including cost of hood cover and springs complete, painted with one coat of approved steel primer, locks, ball bearings, all accessories etc complete for finished item of work as per special spn: 1108

BMT-F.29

Sqmt.

2120.00

DATA Construction of Government Junior College Building at Bearpur (V) Sarangapur (M) Karimnagar District under NABARD RIDF - XVIII Qty

Rate

Per

Amount

CEMENT MORTAR (1:2) Material Cost of Sand

1.05 Cum

855.97

1 Cum

Cost of Cement

720 Kgs

5039.21

1000 Kgs

0.20 Nos

250.00

1 Day

898.77 3628.23

Man Power Light Mazdoor Rate per cu.m.

50.00 4577.00

CEMENT MORTAR (1:3) Material Cost of Sand

1.05 Cum

855.97

Cost of Cement

480 Kgs

5039.21

1000 Kgs

1 Cum

0.20 Nos

250.00

1 Day

898.77 2418.82

Man Power Light Mazdoor Rate per cu.m.

50.00 3367.59

CEMENT MORTAR (1:4) Material Cost of Sand

1.05 Cum

855.97

Cost of Cement

360 Kgs

5039.21

1000 Kgs

1 Cum

1814.12

898.77

0.20 Nos

250.00

1 Day

50.00

Man Power Light Mazdoor Rate per cu.m.

2762.88

CEMENT MORTAR (1:5) Material Cost of Sand

1.05 Cum

855.97

Cost of Cement

288 Kgs

5039.21

1000 Kgs

1 Cum

0.20 Nos

250.00

1 Day

898.77 1451.29

Man Power Light Mazdoor Rate per cu.m.

50.00 2400.06

CEMENT MORTAR (1:6) Material Cost of Sand

1.05 Cum

855.97

1 Cum

Cost of Cement

240 Kgs

5039.21

1000 Kgs

0.20 Nos

250.00

1 Day

898.77 1209.41

Man Power Light Mazdoor Rate per cu.m.

50.00 2158.18

CEMENT MORTAR (1:8) Material Cost of Sand

1.05 Cum

855.97

Cost of Cement

180 Kgs

5039.21

1000 Kgs

1 Cum

898.77 907.06

0.20 Nos

250.00

1 Day

50.00

Man Power Light Mazdoor

Page 43

C-data

Rate per cu.m.

1855.83

Cost andConvenyance of 20mm to 6mm HBG Graded Metal / (Trap Metal) 20mm

0.6 Cum

1536.77

1 Cum

922.06

12mm

0.15 Cum

1331.77

1 Cum

199.77

10mm

0.15 Cum

1163.77

1 Cum

174.57

6mm

0.10 Cum

990.77

1 Cum

99.08

Total

1395.47

Rate per 1 cu.m. Hire charges of machinery SL. No

Description of machinery

Units

Hire charges

1 concrete mixer300/200 (diesel)

Hour

2 Batchingplant 0.5 cum

Hour

3 needle vibrator 40 mm (petrol)

Hour

52.40 119.10 7.70

fuel charges

63.30 100.70 12.70

crew charges

total

271.70

156.00 239.60 112.30

459.40 132.70

4 1

0.00 Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work including seignerage charges excluding dewatering charges etc., complete for Foundation of Building.(APSS No. 308)

Light Mazdoor

250.00

1 Day

91.00

Add 75% for excavation of foundation of building

0.364 Nos 1 cu.m.

68.250

1 cu.m.

68.25

add seigniorage charges

1 cum

22.00

1 cum

22.00

Add 14% over heads

181.25 cu.m.

0.14

1 cu.m.

25.38

Total

206.65

Rate per 1 cu.m.

C) Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work including seignerage charges excluding dewatering charges etc., complete for Septic tank soak pit and sump.(APSS No. 308) Light Mazdoor

0.364 nos

add seigniorage charges

1 cum

250.00

1 nos

91.00

22.00

1 cum

22.00 113.00

Add 14% over heads

113.00

0.14

1

Rate per 1 cu.m. 2

Total

Light Mazdoor

0.052 Nos

Add 14% over heads

13.00

250.00 0.14

1 Nos

13.00

1

1.82 Total

14.85

Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the work site and all operational, incidental, labour charges, seignorage charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Cost of Gravel

1 cu.m.

Light Mazdoor

0.052 Nos

Add 14% over heads

168.73 cu.m.

155.73

1 cu.m.

250.00

1 Nos

0.14

Rate per Cu.m. 5

128.85

Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Rate per 1 cu.m. 3

15.82

155.73 13.00

1 cu.m.

23.62

Total

192.40

Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. 402)

material Metal 40mm Sand

0.9 cu.m.

1084.77

1 cu.m.

976.29

0.45 cu.m.

740.97

1 cu.m.

333.44

Page 44

C-data

Cement

129.6 Kgs.

Water

5039.21

1.2 KL

1000 Kgs.

90.00

653.08

1 KL

108.00 271.70

Machinery concrete mixer300/200 (diesel)

271.70

1 Hour

0%

1 Hour

156.00

1

1st class mason

0.1 Nos.

315.00

1 Each

31.50

Light Mazdoor

1.39 Nos.

250.00

1 Each

347.50

1 cu.m.

381.01

LA oncrew charges

0.00

Labour

Add 14% over heads

2721.51 cu.m.

0.14

Rate per Cu.m. 6

Total

3102.55

Plain Cement Concrete corresponding to M7.5 grade as per IS 456 equivalent to (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations (APSS No. 402)

material Metal 40mm

0.9 cu.m.

1084.77

1 cu.m.

976.29

Sand

0.45 cu.m.

740.97

1 cu.m.

333.44

Cement

162 Kgs.

5039.21

Water

1.2 KL

1000 Kgs.

90.00

816.35

1 KL

108.00 271.70

Machinery concrete mixer300/200 (diesel)

1 Hour

LA oncrew charges

271.70

1 Hour

0%

156.00

1

0.1 cu.m.

315.00

1 cu.m.

31.50

250.00

1 Each

347.50

0.14

1 cu.m.

0.00

Labour 1st class mason Light Mazdoor

1.39 Nos.

Add 14% over heads

2884.78 cu.m.

403.87

Rate per Cu.m. 7

Total

3288.70

Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying concrete, finishing top surface, curing concrete, etc., complete for finished item of work for Dummy Columns. (APSS No. 402)

materal Graded Metal 20mm to 6mm Sand Cement

0.9 cu.m.

1395.47

1 cu.m.

1255.92

0.45 cu.m.

740.97

1 cu.m.

333.44

129.6 Kgs.

Water

5039.21

1.2 KL

1000 Kgs.

90.00

653.08

1 KL

108.00 271.70

Machinery concrete mixer300/200 (diesel)

1 Hour

LA oncrew charges

271.70

1 Hour

0%

156.00

1

0.1 cu.m.

315.00

1 cu.m.

31.50

250.00

1 Each

347.50

0.00

Labour 1st class mason Light Mazdoor

1.39 Nos.

Total Rate for other Floors

GF

Basic Rate of P.C.C(1:5:10) per Cum. Hire charges on centering material Labour charges for centering La on centering labour charges

0%

Lift Charges per Cum. Add 14% over heads Rate per cu.m.

FF

SF

3001.14 TF

3001.14

3001.14

3001.14

134.00

134.00

134.00

3001.14 134.00

1070.00

1177.00

1284.00

1391.00

0.00

0.00

0.00

0.00

0.00

37.90

75.80

113.70

4205.14

4350.04

4494.94

4639.84

0.14

588.72

609.01

629.29

649.58

Total

4793.90

4959.10

5124.25

5289.45

Page 45

C-data

8

Plain Cement Concrete corresponding to M10 grade as per IS 456 equivalent to (1:3:6) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work for Bed Blocks and Hold Fasts (APSS No. 402)

Material Graded Metal 20 to 6 mm

0.9 cu.m.

1395.47

1 cu.m.

Sand

0.45 cu.m.

740.97

1 cu.m.

Cement

220 Kgs.

5039.21

Water

1.2 KL

1255.92 333.44

1000 Kgs.

90.00

1108.63

1 KL

108.00 271.70

Machinery concrete mixer300/200 (diesel)

1 Hour

LA oncrew charges

271.70

1 Hour

0%

156.00

1

0.1 cu.m.

315.00

1 Each

31.50

250.00

1 Each

347.50

0.00

Labour 1st class mason Light Mazdoor

1.39 Nos. Basic rate per Cum.

Total

Rate for other Floors

GF

Basic Rate of P.C.C(1:3:6) per Cum.

3456.69

Hire charges on centering material Labour charges for centering La on centering labour charges

9

3456.69

3456.69 TF

3456.69

3456.69

62.00

62.00

62.00

62.00

409.20

446.40

483.60

0%

Rate per cu.m.

SF

372.00

Lift Charges per Cum. Add 14% over heads

FF

0.00

0.00

0.00

0.00

0.00

37.90

75.80

113.70

3890.69

3965.79

4040.89

4115.99

0.14

544.70

555.21

565.72

576.24

Total

4435.40

4521.00

4606.65

4692.25

Plain Cement Concrete corresponding to M15 grade as per IS 456 equivalent to (1:2:4) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work (APSS No. 402) Material Graded Metal 20mm to 6mm Sand Cement

0.9 cu.m.

1395.47

1 cu.m.

0.45 cu.m.

740.97

1 cu.m.

331.2 Kgs.

Water

5039.21

1.2 KL

1255.92 333.44

1000 Kgs.

90.00

1668.99

1 KL

108.00 271.70

Machinery concrete mixer300/200 (diesel)

1 Hour

LA oncrew charges

271.70

1 Hour

0%

156.00

1

0.1 cu.m.

315.00

1 cu.m.

31.50

250.00

1 Each

347.50

0.00

Labour 1st class mason men &women Mazdoor

1.39 Nos. Basic rate per Cum.

Total

Rate for other Floors

GF

Basic Rate of P.C.C(1:2:4) per Cum. Hire charges on centering material Labour charges for centering La on centering labour charges

0%

Lift Charges per Cum. Add 14% over heads Rate per cu.m. 10

FF

SF

4017.05 TF

4017.05

4017.05

4017.05

4017.05

62.00

62.00

62.00

62.00

372.00

409.20

446.40

483.60

0.00

0.00

0.00

0.00

0.00

37.90

75.80

113.70

4451.05

4526.15

4601.25

4676.35

0.14

623.15

633.66

644.17

654.69

Total

5074.20

5159.85

5245.45

5331.05

Plain Cement Concrete M20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including steel centering, shuttering, machine mixing, laying concrete, lift charges, curing etc., complete for finished item of work for steps (APSS No. 402 )

Page 46

C-data

Material Graded Metal 20mm to 6mm

0.8 cu.m.

1395.47

1 cu.m.

Sand

0.4 cu.m.

740.97

1 cu.m.

1116.38

Cement

350 kgs

5039.21

1000 kgs

1763.72

Water

1.2 KL

90.00

1 KL

108.00

Batchingplant 0.5 cum

1.333 Hour

459.40

1 Hour

612.38

needle vibrator 40 mm (petrol)

1.333 Hour

132.70

1 Hour

176.89

0%

469.08

1

0.1 Nos.

315.00

1 Each

1.39 Nos.

250.00

1 Each

296.39

Machinery

LA on crew charges

0.00

Labour 1st class Masons Man and Mazdoor

31.50 347.50

Basic rate per Cum.

4452.76

Rate for other Floors

GF

Basic Rate of P.C.C(1:1.5:3) per Cum. Hire charges on centering material Labour charges for centering La on centering labour charges

0%

Lift Charges per Cum. Add 14% over heads Rate per cu.m. 11

FF

SF

TF

4452.76

4452.76

4452.76

4452.76

62.00

62.00

62.00

62.00

372.00

409.20

446.40

483.60

0.00

0.00

0.00

0.00

0.00

37.90

75.80

113.70 5112.06

4886.76

4961.86

5036.96

0.14

684.15

694.66

705.17

715.69

Total

5570.95

5656.55

5742.15

5827.75

Random Rubble stone masonry, in CM (1:8) prop: (Cement: Sand) using Hard blasted Granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, sand, water, etc., to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete for finished item of work for foundation and basement (APSS No. 601 & 615) cost of cement

59.4 Kgs

RR Stone

5039.21

1000 Kgs

299.33

0.5 Cum

601.41

1 Cum

300.71

CR

0.44 Cum

745.82

1 Cum

328.16

Through stones 25 x 25x 45 to 60 cms

0.16 Cum

1271.74

1 Cum

203.48

Sand

0.33 cu.m.

740.97

1 cu.m.

244.52

1st Class Mason

1.2 Nos

315.00

1 Each

378.00

Light Mazdoor

2.0 Nos

250.00

1 Each

500.00 2254.19

Add 14% over heads

2254.19 cu.m.

0.14

1 cu.m.

12

315.59 2569.80

Rate per cu.m. Coursed Rubble stone masonry 2nd sort, in CM (1:8) prop: (Cement: Sand) using hard blasted granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, sand, water, etc., to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete for finished item of work for foundation and basement (APSS No. 601 & 612)

cost of cement

57.6 Kgs

CR Stone

0.94 Cum

745.82

1 Cum

701.07

Through stones 25 x 25x 45 to 60 cms

0.16 Cum

1271.74

1 Cum

203.48

Sand

0.32 cu.m.

740.97

1 cu.m.

237.11

1.5 Nos

315.00

1 Each

472.50

2.32 Nos

250.00

1 Each

580.00

0.14

1 cu.m.

1st Class Mason Light Mazdoor

5039.21

1000 Kgs

290.26

2484.42 Add 14% over heads

2484.42 cu.m. Rate per cu.m.

13

347.82 2832.25

Flush Pointing to CRS Masonry in CM(1:3) Prop: including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)

Page 47

C-data

cost of cement

1.44 Kgs

Sand

0.003 cu.m.

855.97

1 cu.m.

2.57

1st Class Mason

0.05 Nos.

285.00

1 Each

14.25

0.074 Nos.

250.00

1 Each

18.50

Man mazdoor

5039.21

1000 Kgs

7.26

42.57 Add 14% over heads

42.57 cu.m.

0.14

1 sqm

Rate per 1 Sqmt. 14

5.96 Or say

48.55

Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work for foundation, plinth , pedastals(below plinth)(APSS No. 402 & 403)

Material Graded Metal 20mm to 6mm

0.8 cu.m.

1395.47

1 cu.m.

Sand

0.4 cu.m.

740.97

1 cu.m.

Cement

350 kgs

5039.21

1000 kgs

1763.72

Water

1.2 KL

90.00

1 KL

108.00

Batchingplant 0.5 cum

1.333 Hour

459.40

1 Hour

612.38

needle vibrator 40 mm (petrol)

1.333 Hour

132.70

1 Hour

176.89

469.08

1

1116.38 296.39

Machinery

LA on crew charges

0%

0.00

manpower 1st Class Mason

0.133 Nos.

315.00

1 Each

41.90

2nd Class Mason

0.267 Nos.

285.00

1 Each

76.10

4.6 Nos.

250.00

1 Each

1150.00

Total

5341.75

Man Mazdoor Basic rate per Cum. a) VRCC M20 grade design mix for footings Basic Rate per Cum. Centering Charges per Cum. Add La charges on labour on centering Add 14% over heads

1 cu.m.

5341.75

1 cu.m.

5341.75

1 cu.m.

434.00

1 cu.m.

434.00

1 cu.m.

808.60

0% 5775.75 cu.m.

372.00 0.14

0.00

Rate per cu.m.

Say

6584.40

b) VRCC M20 design mix for plinth beams Basic Rate per Cum.

1 cu.m.

5341.75

1 cu.m.

5341.75

Centering Charges per Cum.

1 cu.m.

1946.00

1 cu.m.

1946.00

Add La charges on labour on centering Add 14% over heads

0% 7287.75 cu.m.

898.00 0.14

0.00 1 cu.m.

Rate per cu.m.

1020.28 Say

8308.05

c) VRCC M20 for pedestals Basic Rate per Cum.

1 cu.m.

5341.75

1 cu.m.

5341.75

Centering Charges per Cum.

1 cu.m.

666.00

1 cu.m.

666.00

Add La charges on labour on centering Add 14% over heads

0% 6007.75 cu.m.

592.00 0.14

0.00 1 cu.m.

Rate per cu.m. 15

841.08 Say

6848.85

Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching / Mixer ) using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403) For coloumns , Lintels, Water tanks, Rcc walls in building

Material Graded Metal 20mm to 6mm

0.8 cu.m.

Page 48

1395.47

1 cu.m.

1116.38

C-data

Sand

0.4 cu.m.

Cement

350 kgs

5039.21

740.97

1000 kgs

1 cu.m.

1763.72

296.39

Water

1.2 KL

90.00

1 KL

108.00

Batchingplant 0.5 cum

1.333 Hour

459.40

1 Hour

612.38

needle vibrator 40 mm (petrol)

1.333 Hour

132.70

1 Hour

176.89

469.08

1

Machinery

LA on crew charges

0%

0.00

manpower 1st Class Mason

0.167 Nos.

315.00

1 Each

2nd Class Mason

0.167 Nos.

285.00

1 Each

47.60

5.6 Nos.

250.00

1 Each

1400.00

Total

5573.96

Man Mazdoor Basic rate per Cum.

52.61

a) For columns / RCC walls and Water tanks Rate for other Floors

GF

Rate as worked out above per Cum. Hire charges on centering material Labour charges for centering La on centering labour charges

FF

5573.96

5573.96

134.00

134.00

134.00

134.00

1177.00

1284.00

1391.00

0%

Rate per cu.m.

TF

5573.96

1070.00 0.00

Lift charges @ 10% extra on each floor Add 14% over heads

SF

5573.96

0.00

0.00

0.00

150.02

300.04

450.06

6777.96

7034.98

7292.00

7549.02

0.14

948.91

984.90

1020.88

1056.86

Total

7726.90

8019.90

8312.90

8605.90

b) For Lintels Rate for other Floors

GF

FF

TF

Rate as worked out above per Cum.

5573.96

5573.96

5573.96

5573.96

Hire charges on centering material

890.00

890.00

890.00

890.00

762.00

838.20

914.40

990.60

0.00

0.00

0.00

0.00

150.02

300.04

450.06

Labour charges for centering La on centering labour charges

0%

Lift charges @ 10% extra on each floor Add 14% over heads Rate per cu.m. 16

SF

7225.96

7452.18

7678.40

7904.62

0.14

1011.63

1043.30

1074.98

1106.65

Total

8237.60

8495.50

8753.40

9011.30

Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403) For beams and slabs

Material Graded Metal 20mm to 6mm

0.8 cu.m.

1395.47

1 cu.m.

Sand

0.4 cu.m.

740.97

1 cu.m.

1116.38

Cement

350 kgs

5039.21

1000 kgs

1763.72

Water

1.2 KL

90.00

1 KL

108.00

Batchingplant 0.5 cum

0.308 Hour

459.40

1 Hour

141.50

needle vibrator 40 mm (petrol)

0.308 Hour

132.70

1 Hour

40.87

108.39

1

296.39

Machinery

LA on crew charges

0%

0.00

manpower 1st Class Mason

0.067 Nos.

315.00

1 Each

21.11

2nd Class Mason

0.133 Nos.

285.00

1 Each

37.91

3.077 Nos.

250.00

1 Each

769.25

Total

4295.11

Man Mazdoor Basic rate per Cum. a) For Roof Beams

Page 49

C-data

Rate for other Floors

GF

FF

SF

TF

Rate as worked out above per Cum.

4295.11

4295.11

4295.11

4295.11

Hire charges on centering material

1347.00

1347.00

1347.00

1347.00

898.00

987.80

1077.60

1167.40

0.00

0.00

0.00

0.00

82.83

165.65

248.48

6540.11

6712.74

6885.36

7057.99

Labour charges for centering La on centering labour charges

0%

Lift charges @ 10% extra on each floor Add 14% over heads Rate per cu.m.

0.14

915.62

939.78

963.95

988.12

Total

7455.75

7652.55

7849.35

8046.15

e) VRCC M20 design mix for Slabs of 120mm thick Cost of VRCC for 120 mm thick slab

0.12 cu.m.

Rate for other Floors

4295.11

GF

FF

1 cu.m. SF

515.41 TF

Rate as worked out above per Cum.

515.41

515.41

515.41

515.41

Hire charges on centering material

151.00

151.00

151.00

151.00

Labour charges for centering

101.00

111.10

121.20

131.30

0.00

0.00

0.00

0.00

9.94

19.88

29.82

La on centering labour charges

0%

Lift charges @ 10% extra on each floor Add 14% over heads Rate per 1 Sqmts.

f) VRCC M20 design mix for Slabs of 120mm thick Cost of VRCC for 120 mm thick slab

767.41

787.45

807.49

827.53

0.14

107.44

110.24

113.05

115.85

Total

874.90

897.70

920.55

943.40

0.12 cu.m.

Rate for other Floors

4295.11

GF

FF

1 cu.m.

SF

515.41

TF

Rate as worked out above per Cum.

515.41

515.41

515.41

515.41

Hire charges on centering material

151.00

151.00

151.00

151.00

Labour charges for centering

101.00

111.10

121.20

131.30

0.00

0.00

0.00

0.00

9.94

19.88

29.82

767.41

787.45

807.49

827.53

0.14

107.44

110.24

113.05

115.85

Total

874.90

897.70

920.55

943.40

LA on centering labour charges

0%

Lift charges @ 10% extra on each floor

Add 14% over heads Rate per 1 Sqmts. g) VRCC M20 for Slabs 125mm thick Cost of VRCC for 125 mm thick slab

0.125 cu.m.

Rate for other Floors

4295.11

GF

FF

1 cu.m.

SF

536.89

TF

Rate as worked out above per Cum.

536.89

536.89

536.89

536.89

Hire charges on centering material

151.00

151.00

151.00

151.00

Labour charges for centering

101.00

111.10

121.20

131.30

0.00

0.00

0.00

0.00

10.35

20.71

31.06

788.89

809.34

829.80

850.25

0.14

110.44

113.31

116.17

119.03

Total

899.35

922.65

946.00

969.30

LA on centering labour charges

0%

Lift charges @ 10% extra on each floor

Add 14% over heads Rate per 1 Sqmts. h) VRCC M20 for Slabs 140 mm thick

Page 50

C-data

Cost of VRCC for 140 mm thick slab

0.14 cu.m.

Rate for other Floors

4295.11

GF

FF

1 cu.m.

SF

601.32

TF

Rate as worked out above per Cum.

601.32

601.32

601.32

601.32

Hire charges on centering material

151.00

151.00

151.00

151.00

Labour charges for centering

101.00

111.10

121.20

131.30

0.00

0.00

0.00

0.00

11.60

23.19

34.79

LA on centering labour charges

0%

Lift charges @ 10% extra on each floor

Add 14% over heads Rate per 1 Sqmts.

i) VRCC M20 design mix for Slabs of 100mm thick Cost of VRCC for 115 mm thick slab

853.32

875.02

896.71

918.41

0.14

119.46

122.50

125.54

128.58

Total

972.80

997.55

1022.25

1047.00

0.1 cu.m.

Rate for other Floors

4295.11

GF

FF

1 cu.m.

SF

429.51

TF

Rate as worked out above per Cum.

429.51

429.51

429.51

429.51

Hire charges on centering material

151.00

151.00

151.00

151.00

Labour charges for centering

101.00

111.10

121.20

131.30

0.00

0.00

0.00

0.00

8.28

16.57

24.85

681.51

699.89

718.28

736.66

0.14

95.41

97.98

100.56

103.13

Total

776.95

797.90

818.85

839.80

La on centering labour charges

0%

Lift charges @ 10% extra on each floor

Add 14% over heads Rate per 1 Sqmts.

j) VRCC M20 for Slabs 150 mm thick Cost of VRCC for 150 mm thick slab

0.15 cu.m.

Rate for other Floors

4295.11

GF

FF

1 cu.m. SF

644.27 TF

Rate as worked out above per Cum.

644.27

644.27

644.27

644.27

Hire charges on centering material

151.00

151.00

151.00

151.00

Labour charges for centering

101.00

111.10

121.20

131.30

0.00

0.00

0.00

0.00

12.42

24.85

37.27

896.27

918.79

941.32

963.84

0.14

125.48

128.63

131.78

134.94

Total

1021.75

1047.45

1073.10

1098.80

LA on centering labour charges

0%

Lift charges @ 10% extra on each floor

Add 14% over heads Rate per 1 Sqmts. k) VRCC M20 for Slabs 165mm thick Cost of VRCC for 165 mm thick slab

0.165 cu.m.

Rate for other Floors

4295.11

GF

FF

1 cu.m. SF

708.69 TF

Rate as worked out above per Cum.

708.69

708.69

708.69

708.69

Hire charges on centering material

157.00

157.00

157.00

157.00

Labour charges for centering

105.00

115.50

126.00

136.50

LA on centering labour charges

0%

0.00

Lift charges @ 10% extra on each floor 970.69 Add 14% over heads Rate per 1 Sqmts.

0.00

0.00

0.00

13.67

27.33

41.00

994.86

1019.02

1043.19

0.14

135.90

139.28

142.66

146.05

Total

1106.60

1134.15

1161.70

1189.25

Page 51

C-data

l) VRCC M20 for Slabs 175mm thick Cost of VRCC for 175 mm thick slab

0.175 cu.m.

Rate for other Floors

4295.11

GF

FF

SF

751.65 TF

Rate as worked out above per Cum.

751.65

751.65

751.65

751.65

Hire charges on centering material

157.00

157.00

157.00

157.00

Labour charges for centering

105.00

115.50

126.00

136.50

0.00

0.00

0.00

0.00

14.49

28.99

43.48

1038.64

1063.64

1088.63

LA on centering labour charges

0%

Lift charges @ 10% extra on each floor 1013.65 Add 14% over heads Rate per 1 Sqmts.

17

1 cu.m.

0.14

141.91

145.41

148.91

152.41

Total

1155.60

1184.05

1212.55

1241.05

Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403)

Material Graded Metal 20mm to 6mm

0.8 cu.m.

1395.47

1 cu.m.

1116.38

Sand

0.4 cu.m.

740.97

1 cu.m.

296.39

Cement

350 kgs

5039.21

1000 kgs

1763.72

Water

1.2 KL

90.00

1 KL

108.00

1.333 Hour

459.40

1 Hour

612.38

319.39

1

Machinery Batchingplant 0.5 cum LA on crew charges

0%

0.00

manpower 1st Class Mason

0.167 Nos.

315.00

1 Each

2nd Class Mason

0.167 Nos.

285.00

1 Each

47.60

5.6 Nos.

250.00

1 Each

1400.00

Man Mazdoor

52.61

Basic rate per Cum

5397.07

a) For Lintels Rate for other Floors

GF

FF

TF

Rate as worked out above per Cum.

5397.07

5397.07

5397.07

5397.07

Hire charges on centering material

890.00

890.00

890.00

890.00

Labour charges for centering

762.00

838.20

914.40

990.60

0.00

0.00

0.00

0.00

150.02

300.04

450.06

7049.07

7275.29

7501.51

7727.73

0.14

986.87

1018.54

1050.21

1081.88

Total

8035.95

8293.85

8551.75

8809.65

La on centering labour charges

0%

Lift charges @ 10% extra on each floor Add 14% over heads Rate per Cum. 18

SF

Reinforced cement concrete with M 20 grade Design mix ( by weigh batching ) using 20mm size (SS 5) machine crushed hard blasted granite graded metal (coarse aggregate) from approved quarry using a minimum quantity of 350 Kg of cement per 1 Cum of concrete including cost and conveyance of all materials like cement, fine aggregate (sand) ,coarse aggregate, water etc. to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering, machine mixing, laying concrete, 7.5cm thick at fixed end and 5cm thick at free end with an average thickness of 6.25cm including labour charges for mixing, laying, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work

for sun-shades of any width as per approved plan / design and of average thickness of material 62.50mm ( thickness at support 75mm and Graded Metal 20mm to 6mm thickness at edge 50mm) (APSS No. 402, 403) Sand

0.8 cu.m.

1395.47

1 cu.m.

0.4 cu.m.

740.97

1 cu.m.

1116.38 296.39

Cement

350 kgs

5039.21

1000 kgs

1763.72

Water

1.2 KL

90.00

1 KL

108.00

Page 52

C-data

Machinery Batchingplant 0.5 cum

0.308 Hour

LA on crew charges

459.40

0%

1 Hour

73.80

141.50

1

0.00

manpower 1st Class Mason

0.067 Nos.

315.00

1 Each

2nd Class Mason

0.133 Nos.

285.00

1 Each

37.91

Man Mazdoor

3.077 Nos.

250.00

1 Each

769.25

Total

4254.24

1 cu.m.

265.89

Basic rate per Cu.m

21.11

a) Chajja / Sunshade Cost of RCC for 62.5 mm thick sunshade

0.0625 cu.m.

Rate for other Floors

4254.24

GF

FF

SF

TF

Rate as worked out above per Cum.

265.89

265.89

265.89

265.89

Hire charges on centering material

176.00

176.00

176.00

176.00

Labour charges for centering

117.00

128.70

140.40

152.10

0.00

0.00

0.00

0.00

5.18

10.35

15.53 609.52

La on centering labour charges

0%

Lift charges @ 10% extra on each floor

Add 14% over heads Rate per Sqmt.

558.89

575.77

592.64

0.14

78.24

80.61

82.97

85.33

Total

637.15

656.40

675.65

694.90

b) for platforms of 50 mm thick Cost of RCC for 50 mm thick platform

0.05 cu.m.

Rate for other Floors

4254.24

GF

FF

1 cu.m. SF

212.71 TF

Rate as worked out above per Cum.

212.71

212.71

212.71

212.71

Hire charges on centering material

151.00

151.00

151.00

151.00

Labour charges for centering

101.00

111.10

121.20

131.30

0.00

0.00

0.00

0.00

4.14

8.28

12.42 507.43

La on centering labour charges

0%

Lift charges @ 10% extra on each floor Add 14% over heads Rate per Sqmt.

464.71

478.95

493.19

0.14

65.06

67.05

69.05

71.04

Total

529.80

546.05

562.25

578.50

b) for shelves of 25 mm thick Cost of RCC for 25 mm thick shelves

0.025 cu.m.

Rate for other Floors

4254.24

GF

FF

SF

106.36 TF

Rate as worked out above per Cum.

106.36

106.36

106.36

106.36

Hire charges on centering material

151.00

151.00

151.00

151.00

Labour charges for centering

101.00

111.10

121.20

131.30

0.00

0.00

0.00

0.00

2.07

4.14

6.21

370.53

382.70

394.87

La on centering labour charges

0%

Lift charges @ 10% extra on each floor 358.36 Add 14% over heads Rate per Sqmt. 19

1 cu.m.

0.14

50.17

51.87

53.58

55.28

Total

408.55

422.40

436.30

450.15

Brick Masonry in superstructure with CM (1:8) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504).

wall thickness

0.225

Material Cement

36 kgs

5039.21

1000 kgs

181.41

Second class Bricks

512 Nos

3945.83

1000 Nos

2020.26

sand for mortor

0.2 cu.m.

740.97

1 cu.m.

148.19

315.00

1 Each

75.60

B Labour 1st class mason

0.24 Nos.

Page 53

C-data

2nd class mason Man Mazdoor

0.56 Nos.

285.00

1 Each

1.89 Nos.

250.00

1 Each

159.60 472.50

Basic Rate per Cum.

3057.57

Rate for other Floors

GF

Basic rate per Cum Hire charges of stage scafflding per cum Labour charges for stage scaffolding per cum Add LA on Labour for scaffolding

FF

3057.57

3057.57

24.27

24.27

24.27

24.27

179.69

269.56

359.38

449.24

0.00

0.00

0.00

0.00

70.77

141.54

212.31

Lift charges @ 10% extra on each floor

Rate per Cum. 20

TF

3057.57

0%

Add 14% over heads

SF

3057.57

3261.53

3422.17

3582.76

3743.39

0.14

456.61

479.10

501.59

524.07

Total

3718.15

3901.30

4084.40

4267.50

Reinforced Brick Masonry 11.5cm (4 1/2") thick for partition walls in CM (1:4) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. and placing 2nos. of 6mm dia MS bars embedded in every 3rd layer with free ends of reinforcement keyed into mortar joints of the main brick work whereever applicable including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., but excluding cost and conveyance of steel and its fabrication charges complete for finished item of work. (APSS No. 501 & 504).

wall thickness

0.115

Material Cement

7.56 kgs

5039.21

1000 kgs

38.10

Second class Bricks

51.2 Nos

3945.83

1000 Nos

202.03

0.021 cu.m.

740.97

1 cu.m.

15.56

0.06 Nos.

315.00

1 Each

18.90

0.06 Nos.

285.00

1 Each

17.10

0.275 Nos.

250.00

1 Each

sand for mortor B Labour 1st class mason 2nd class mason Man Mazdoor

68.75

Basic Rate per One Sqmt.

360.43

Rate for other Floors

GF

Basic rate per sqm

Add LA on Labour for scaffolding

Rate per One Sqmt. 21

TF

360.43

360.43

5.46

5.46

5.46

5.46

40.43

60.65

80.86

101.08

0.00

0.00

0.00

0.00

10.48

20.95

31.43

0%

Lift charges @ 10% extra on each floor Add 14% over heads

SF

360.43

Hire charges of stage scafflding per cum Labour charges for stage scaffolding per cum

FF

360.43

406.32

437.02

467.70

498.40

0.14

56.89

61.18

65.48

69.78

Total

463.25

498.25

533.20

568.20

Brick Masonry in superstructure with CM (1:8) prop: using Fly ASH Bricks of size 290x225x140mm with compressive of 50 Kgs / Sqcm from approved source including cost and conveyance of all materials like cement, sand, fly ash bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504).

Wall thickness

0.225

Material Fly Ash Bricks 290x225x140mm

110 Nos

19021.15

1000 Nos

2092.33

Cement for Cement Mortar (1:8)

18 Kgs

5.04

1 Kgs

90.72

Sand for Cement Mortar (1:8)

0.1 cu.m.

740.97

1 cu.m.

74.10

1st class mason

0.42 cu.m.

315.00

1 cu.m.

132.30

2nd class mason

0.92 Nos.

285.00

1 Each

262.20

Man Mazdoor

0.7 Nos.

250.00

1 Each

175.00

Woman Mazdoor

2.1 Nos.

250.00

1 Each

Labour

525.00

Basic Rate per Cum.

3351.64

Rate for other Floors

GF

Basic rate per Cum Hire charges of stage scafflding per cum Labour charges for stage scaffolding per cum Add LA on Labour for scaffolding

0%

Page 54

FF

SF

TF

3351.64

3351.64

3351.64

24.27

24.27

24.27

3351.64 24.27

179.69

269.56

359.38

449.24

0.00

0.00

0.00

0.00

C-data

Lift charges @ 10% extra on each floor 3555.60 Add 14% over heads Rate per Cum. 21

109.45

218.90

328.35

3754.92

3954.19

4153.50

0.14

497.78

525.69

553.59

581.49

Total

4053.40

4280.65

4507.80

4735.00

Brick Masonry in superstructure with CM (1:6) prop: using Fly ASH Bricks of size 290x225x140mm with compressive of 50 Kgs / Sqcm from approved source including cost and conveyance of all materials like cement, sand, fly ash bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. for basement (APSS No. 501 & 504).

Wall thickness

0.225

Material Fly Ash Bricks 290x225x140mm

110 Nos

19021.15

1000 Nos

2092.33

Cement for Cement Mortar (1:8)

24 Kgs

5.04

1 Kgs

120.96

Sand for Cement Mortar (1:8)

0.1 cu.m.

740.97

1 cu.m.

74.10

1st class mason

0.42 cu.m.

315.00

1 cu.m.

132.30

2nd class mason

0.92 Nos.

285.00

1 Each

262.20

Man Mazdoor

0.7 Nos.

250.00

1 Each

175.00

Woman Mazdoor

2.1 Nos.

250.00

1 Each

Labour

525.00

total Add 14% over heads

3381.88 0.14

473.46

Basic Rate per Cum. 23

3855.35

Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors.

Material Cost of steel including 5% wastage and overlaps

1.05 MT

44447.00

1 MT

46669.35

6 Kg

55.00

1 Kg

330.00

Blacksmith/Tin Smith/Rivetor

10 Nos

315.00

1 Nos

3150.00

Light mazdoor

10 Nos

250.00

1 Nos

cost of binding wire Labour

2500.00

Rate per MT

Total

Rate for other Floors

GF

FF

Basic rate per MT

52649.35

52649.35

52649.35

52649.35

565.00

1130.00

1695.00

53214.35

53779.35

54344.35

Lift Charges per MT @10% extra on labour per floor 52649.35 Add 14% over heads Rate per One MT 24

SF

52649.35

TF

0.14

7370.91

7450.01

7529.11

7608.21

Total

60020.30

60664.40

61308.50

61952.60

Providing Mild Steel Bars (Fe 250 grade as per IS 432) of 6mm diameter, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors.

Material Cost of Mild steel

1.05 MT

44047.00

1 MT

46249.35

6 Kg

55.00

1 Kg

330.00

Blacksmith/Tin Smith/Rivetor

10 Nos

315.00

1 Nos

3150.00

Light mazdoor

10 Nos

250.00

1 Nos

cost of binding wire Labour

Rate per MT

2500.00 Total

Page 55

52229.35

C-data

Rate for other Floors

GF

FF

Basic rate per MT

52229.35

52229.35

52229.35

565.00

1130.00

1695.00

52229.35

53044.35

53360.35

53924.35

0.14

7312.11

7426.21

7470.45

7549.41

Total

59541.50

60470.60

60830.80

61473.80

Lift Charges per MT @10% extra on labour per floor Add 14% over heads Rate per One MT 25

SF

TF 52229.35

Ornamental Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:5) and top coat of 4mm thick in CM (1:3) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904)

Material Base coat 8mm thick in C.M. (1:5) Cement

3.17 kgs

5039.21

0.011 cu.m.

855.97

1.92 kgs

5039.21

0.004 cu.m.

855.97

1 cu.m.

3.42

1st Class Mason

0.063 Nos.

315.00

1 Each

19.85

2nd Class Mason

0.147 Nos.

285.00

1 Each

41.90

0.39 Nos.

250.00

1 Each

cost of sand for mortor

1000 kgs

15.97

1 cu.m.

9.42

Top Coat 4mm thick in C.M. (1:3) Cement cost of sand for mortor

1000 kgs

9.68

Labour

Light mazdoor

97.50

Basic rate per 1 Sqmt.

197.73

Rate for other Floors

GF

Basic rate per 1 Sqmt.

FF

TF

197.73

197.73

197.73

Hire charges of stage scafflding per sqm

1.28

1.28

1.28

1.28

Labour charges for stage scaffolding per sqm

8.00

12.00

16.00

20.00

Add LA on Labour for scaffolding

0%

0.00

Lift charges @ 10% extra on each floor Add 14% over heads Rate per 1 Sqmt. 26

SF

197.73

0.00

0.00

0.00

15.92

31.85

47.77 266.78

207.01

226.93

246.86

0.14

28.98

31.77

34.56

37.35

Total

235.99

258.70

281.42

304.13

Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904) Material Base coat 8mm thick in C.M. (1:6) Cement cost of sand for mortor

2.64 kgs 0.011 cu.m.

5039.21 855.97

1000 kgs 1 cu.m. 1000 kgs

13.30 9.42

Top Coat 4mm thick in C.M. (1:4) Cement

1.44 kgs

5039.21

0.004 cu.m.

855.97

1 cu.m.

3.42

1st Class Mason

0.04 Nos.

315.00

1 Each

12.60

2nd Class Mason

0.1 Nos.

285.00

1 Each

28.50

0.26 Nos.

250.00

1 Each

cost of sand for mortor

7.26

Labour

Light mazdoor

65.00

Basic rate per 1 Sqmt.

139.50

Rate for other Floors

GF

Basic rate per 1 Sqmt.

FF

SF

TF

139.50

139.50

139.50

Hire charges of access scafflding pers qm

0.55

0.55

0.55

0.55

Labour charges for access scaffolding per sqm

4.04

6.06

8.09

10.11

0.00

0.00

0.00

0.00

Add LA on Labour for scaffolding

0%

Page 56

139.50

C-data

Lift charges @ 10% extra on each floor 144.09 Add 14% over heads Rate per 1 Sqmt. 27

15.92

31.85

47.77

162.03

179.99

197.93

0.14

20.17

22.68

25.20

27.71

Total

164.30

184.75

205.20

225.65

Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., complete for Uneven Surfaces of Brick Wall for finished item of work. (APSS 901,903 & 904) Base coat 16 mm thick in C.M. (1:6) Cement cost of sand for mortor

4.32 kgs

5039.21

0.018 cu.m.

855.97

1000 kgs

21.77

1 cu.m.

15.41

Top Coat 4mm thick in C.M. (1:4) Cement

1.44 kgs

5039.21

0.004 cu.m.

855.97

1 cu.m.

3.42

1st Class Mason

0.063 Nos.

315.00

1 Each

19.85

2nd Class Mason

0.147 Nos.

285.00

1 Each

41.90

0.39 Nos.

250.00

1 Each

cost of sand for mortor

1000 kgs

7.26

Labour

Light mazdoor

97.50

Basic rate per 1 Sqmt.

207.10

Rate for other Floors

GF

Basic rate per 1 Sqmt.

FF

TF

207.10

207.10

207.10

Hire charges of access scafflding pers qm

0.55

0.55

0.55

0.55

Labour charges for access scaffolding per sqm

4.04

6.06

8.09

10.11

Add LA on Labour for scaffolding

0%

0.00

Lift charges @ 10% extra on each floor Add 14% over heads Rate per 1 Sqmt. 28

SF

207.10

0.00

0.00

0.00

15.92

31.85

47.77 265.53

211.69

229.63

247.59

0.14

29.64

32.15

34.66

37.17

Total

241.35

261.80

282.25

302.70

Ornamental Plastering with CM(1:4) Prop: 12mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)

cost of cement for Cement Mortar (1:4) sand for Cement Mortar (1:4) 1st Class Mason Man mazdoor

1 kg

27.22

0.015 cu.m.

5.4 kg

855.97

5.04

1 cu.m.

12.84

0.06 Nos.

315.00

1 Each

18.90

0.096 Nos.

250.00

1 Each

24.00

Rate per 1 Sqmt.

Total

Rate for other Floors

GF

Basic rate per 1 Sqmt.

FF

83.00

83.00

83.00

0.55

0.55

0.55

0.55

Labour charges for access scaffolding per sqm

4.04

6.06

8.09

10.11

0.00

0.00

0.00

0.00

4.29

8.58

12.87

87.59

93.90

100.22

106.53

0%

Lift charges @ 10% extra on each floor Add 14% over heads Rate per 1 Sqmt.

83.00

TF

Hire charges of access scafflding pers qm Add LA on Labour for scaffolding

29

SF

83.00

0.14

12.26

13.15

14.03

14.91

Total

99.85

107.05

114.25

121.45

Plastering with CM(1:4) Prop: 20mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)

cost of cement for Cement Mortar (1:4)

1 kg

38.10

sand for Cement Mortar (1:4)

0.021 cu.m.

855.97

1 cu.m.

17.98

1st Class Mason

0.094 Nos.

315.00

1 Each

29.61

0.16 Nos.

250.00

1 Each

Man mazdoor

7.56 kg

5.04

40.00

Rate per 1 Sqmt.

Total

Rate for other Floors

GF

Page 57

FF

SF

125.70

TF

C-data

Basic rate per 1 Sqmt.

125.70

125.70

125.70

Hire charges of access scafflding pers qm

0.55

0.55

0.55

0.55

Labour charges for access scaffolding per sqm

4.04

6.06

8.09

10.11

0.00

0.00

0.00

0.00

6.96

13.92

20.88 157.24

Add LA on Labour for scaffolding

0%

Lift charges @ 10% extra on each floor Add 14% over heads Rate per 1 Sqmt. 30

125.70

130.29

139.27

148.26

0.14

18.24

19.50

20.76

22.01

Total

148.55

158.80

169.05

179.25

Providing impervious coat over RCC roof slab to required slopes with CM (1:3) prop. 20mm thick (average) mixed with water proofing compound manufactured by reputed manufacturers as approved by Engineer-in-charge at 1Kg/bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm including cost and conveyance of all materials like cement, sand, water proofing compound, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar, laying, rounding off at junctions of wall and slab, rendering smooth with thread lining, curing, lift charges, etc., complete for finished item of work (APSS No. 901 & 903).

cost of cement for Cement Mortar (1:3)

10.08 kg

sand for Cement Mortar (1:3)

0.021 cu.m.

855.97

0.2 Kgs

24.00

1 Kgs

4.80

1st Class Mason

0.066 Nos.

315.00

1 Each

20.79

2nd Class Mason

0.154 Nos.

285.00

1 Each

43.89

0.37 Nos.

250.00

1 Each

92.50

Water proof compound

Man Mazdoor

5.04

1 kg

50.80

1 cu.m.

17.98

Basic rate per 1 Sqmt.

230.76

Rate for other Floors

GF

Basic rate per 1 Sqmt.

230.76

FF

Rate per 1 Sqmt. 31

TF

230.76

230.76

13.64

27.28

40.92

230.76

244.40

258.04

271.68

0.14

32.31

34.22

36.13

38.03

Say

263.10

278.65

294.20

309.75

Lift charges @ 10% extra on each floor Add 14% over heads

SF

230.76

Flooring with Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) set over a base coat of CM (1:8), 12mm thick (joints of stone must be flushed) over C.C. bed already laid or R.C.C. roof slab only after it is properly cured, cleaned, moistered and where necessary treated with neat grey cement slurry of honey like consistency spred at3.3 kgs of cement for 1 sqm. and jointed with neat cement paste to full depth, including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of flooring stones to the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)

Material Cost of Polished Black Kadapa slabs minimum of 15 mm thick (0.457M 0.457M) Cement for Morter andxslurry

1.1 Sqmt.

194.92

1 Sqmt.

214.42

7.46 Kgs

5039.21

1000 Kgs

37.59

0.012 cum

740.97

1 cum

8.89

Machine charges for rubbuing/polishing floor

0.1 day

0.00

1 day

0.00

LA charges on crew charges

0%

Coarse sand for mortor(C.M. 1:8) Machinery

0.00

Labour 1st Class Mason

0.31 Nos.

315.00

1 Each

97.65

2nd Class Mason

0.11 Nos.

285.00

1 Each

31.35

0.086 Nos.

250.00

1 Each

21.50

Man Mazdoor Add water charges @1% on labour

1%

150.50

1.51

Basic rate per 1 Sqmt.

412.90

Rate for other Floors

GF

Basic rate per 1 Sqmt.

Rate per 1 Sqmt.

SF 412.90

TF

412.90 15.20

30.40

45.60

412.90

428.10

443.30

458.50

Lift charges @ 10% extra on each floor Add 14% over heads

FF

412.90

412.90

0.14

57.81

59.93

62.06

64.19

Total

470.75

488.05

505.40

522.70

Page 58

C-data

33

Providing skirting to internal walls 12.5 Cm high withPolished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) with length equal to flooring stones set over a base coat of CM (1:3), 12mm thick with cement slurry of honey like consistency spread @ 3.3 Kgs per sqm and jointed with neat cement paste mixed with pigment of matching shade to full depth (joints of stone should be flushed), including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of flooring stones to the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.701 & 707)

Material Cost of Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M)

1.1 Sqmt.

194.92

1 Sqmt.

214.42

0.012 cu.m.

740.97

1 cu.m.

8.89

5.76 Kgs

5039.21

1000 Kgs

29.03

3.3 Kgs

5039.21

1000 Kgs

16.63

1st Class Mason

0.096 Nos.

315.00

1 Each

30.24

2nd Class Mason

0.224 Nos.

285.00

1 Each

63.84

0.31 Nos.

250.00

1 Each

77.50

sand for Cement Mortar (1:3) cement for Cement Mortar (1:3) base coat Cement for slurry Labour

Man Mazdoor Add water charges @1% on labour

1%

171.58

1.72

Basic rate per 1 Sqmt.

442.26

Rate for other Floors

GF

Basic rate per 1 Sqmt.

442.26

FF

Rate per 1 Sqmt. 37

TF

442.26

442.26

17.33

34.66

51.99 494.25

Lift charges @ 10% extra on each floor Add 14% over heads

SF

442.26

442.26

459.59

476.92

0.14

61.92

64.34

66.77

69.19

Total

504.20

523.95

543.70

563.45

Flooring with Ceramic Tiles of 7.3mm thick 1st. quality of any shade as approved by Engineer - in - charge set over a base coat of CM (1:8), 12mm thick laid over flooring bed / V.R.C.C. slab, with neat cement slurry of honey like consistency spread at the rate of 3.3 Kgs of cement per Sq.m and jointed with neat white cement paste to full depth mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, ceramic tiles etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, curing, lift charges etc., complete for finished item of work.(APSS No.701 & 707) in All Floors

Material Ceramic Tiles

419.00

1 Sqmt.

0.012 cum

1.05 Sqmt.

740.97

1 cum

8.89

2.16 Kgs

5039.21

1000 Kgs

10.88

Grey Cement for slurry

3.3 Kgs

5039.21

1000 Kgs

16.63

White Cement for pointing

0.2 Kgs

25.00

1 Kgs

5.00

1st Class Mason

0.096 Nos.

315.00

1 Each

30.24

2nd Class Mason

0.224 Nos.

285.00

1 Each

63.84

0.33 Nos.

250.00

1 Each

82.50

Sand Cement

439.95

Labour

Man Mazdoor Add water charges @1% on labour

1%

176.58

1.77

Basic rate per 1 Sqmt.

659.70

Rate for other Floors

GF

Basic rate per 1 Sqmt.

0.14 Rate per Sqmt.

38

SF

TF

659.70 17.83

35.67

53.50

659.70

677.53

695.37

713.20

Lift charges @ 10% extra on each floor Add 14% over heads

FF

659.70

659.70

659.70

92.36

94.85

97.35

99.85

752.10

772.40

792.75

813.10

Dadooing to walls with white glazed tiles 1st. quality of any size of brand as approved by Engineer - in - charge and set over a base coat of CM (1:5), 12mm thick and neat cement paste at the rate of 3.3 Kg/Sqmt. and jointed with white cement paste mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, tiles, etc. to site, seigniorage charges, sales and other taxes on all materials, C921 such as mixing of cement mortar, laying in position, curing, lift charges etc., complete for finished item of work (APSS No.701 & 707) in All Floors

white glazed tiles

1.05 Sqmt

314.00

Grey cement

0.33 Kgs

5039.21

1000 Kgs

1.66

White cement

0.6 Kgs

25.00

1 Kgs

15.00

Page 59

1 Sqmt

329.70

C-data

Cement for Cement Mortar CM (1:5) Sand Mortar CM (1:5)

1 Kgs

17.39

0.012 Cum

3.45 Kgs

740.97

5.04

1 Cum

8.89

0.077 Nos.

315.00

1 Each

24.26

0.08 Nos.

250.00

1 Each

Labour 1st Class Mason Man Mazdoor

20.00

Basic rate per 1 Sqmt.

416.90

Rate for other Floors

GF

Basic rate per 1 Sqmt.

0.14 Rate per Sqmt.

39

SF

TF

416.90 4.43

8.85

13.28

416.90

421.33

425.75

430.18

58.37

58.99

59.61

60.23

475.30

480.35

485.40

490.45

Lift charges @ 10% extra on each floor Add 14% over heads

FF

416.90

416.90

416.90

Whiting to new walls and ceiling in two coats with Birla White or equavalent quality to give an even shade after thoroughly brushing the surface to remove all loose powdered materials including cost and conveyance of all materials and water to site, sales & other taxes, all operational, incidental and labour charges such as cleaning the surface, painting, curing etc., complete for finished item of work for internal walls. (APSS No.901 & 908) in All Floors

Surya Cem

0.2 kgs

25.00

1 kgs

5.00

Painter

0.021 Nos.

294.00

1 Each

6.17

Man Mazdoor

0.032 Nos.

250.00

1 Each

8.00

sundries including brushes,ladders, etc.,

1%

19.17

0.19 19.37

Add 14% over heads

0.14

19.37

2.71

Rater per 1 Sqmt. for all floors 40

Total

22.10

Painting to New walls with two coats of Snowcem cement paint of superior quality of approved brand and shade over base coat of cement primer grade -I making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for External Walls.(APSS No. 912) in All Floors Material Cement Primer Grade I

0.1 Kgs

117.00

1 Kgs

11.70

0.35 Kgs

38.36

1 Kgs

13.43

1st class painter

0.021 Nos.

350.00

1 Each

7.35

2nd class painter

0.049 Nos.

300.00

1 Each

14.70

1st class painter

0.015 Nos.

350.00

1 Each

5.25

2nd class painter

0.035 Nos.

300.00

1 Each

10.50

0.15 Nos.

250.00

1 Each

Snowcem Paint Labour for Priming Coat

Labour for Two Coats

Man and women mazdoor

37.50 100.43

Add 14% over heads

0.14

100.43

14.06

Rater per 1 Sqmt. for all floors 41

Total

114.50

Painting to New Iron work with two coats of ready mixed synthetic enamel paint first quality all shades over an existing steel primer including cost and conveyance of all materials to site, sales & other taxes, incidental, operational and all labour charges etc., complete for finished item of work. (APSS No. 1201, 1207 & 1212).in All Floors Cost of Synthetic Enamel Paint

0.11 Ltr

199.00

1 Ltr

1st Class Painter

0.033 Nos.

350.00

1 Each

21.89 11.55

2nd Class Painter

0.077 Nos.

300.00

1 Each

23.10 56.54

Add 14% over heads

0.14

Rater per 1 Sqmt. for all floors

56.54

7.92 Total

Page 60

64.50

C-data

43

Reinforced cement mortar Facia 5 cm thick in CM (1:3) for drop walls, Fins & staircase railing with rabbit wire mesh & nominal reinforcement as directed by Engineer-in-charge with dubara spong finishing including cost & conveyence of all materials to site, including seigniorage charges, sales and other taxes on all materials and all operational, incidental charges such as labour charges, like mixing cement mortar, scaffolding charges, lift charges, curing, for making 50 mm thick RCM Paradah walls (RCM Drop walls) including tying Rabbit (chicken) wire mesh to the existing mild steel / HYSD Steel reinforcement applying mortar lumps, finishing, plastering to both faces, sponge finishing etc complete for finished item of work but excluding cost of steel and its fabrication charges in All Floors

materials Costof rabit wire mesh

1.33 Sqmt

43 Grade cement

13.00

31.91 Kgs

Cost of coarse sand

1 Sqmt

5039.21

17.29

1000 Kgs

160.80

0.06 Cum

740.97

1 Cum

42.98

1st Class Mason

0.80 Nos.

315.00

1 Each

252.00

Miller operator

0.10 Nos.

315.00

1 Each

31.50

Man Mazdoor

1.00 Nos.

250.00

1 Each

250.00

Hire charges of miller

0.20 Hour

89.00

1 Hour

17.80

Labour

Basic rate per 1 Sqmt.

772.37

Rate for other Floors

GF

Basic rate per 1 Sqmt.

772.37

Lift charges @ 10% extra on each floor 772.37 Add 14% over heads

0.14 Rate per Sqmt.

44

FF

SF

TF

772.37

772.37

772.37

55.13

110.26

165.39

827.50

882.63

937.76

108.13

115.85

123.57

131.29

880.50

943.35

1006.20

1069.05

Painting to New wood work with two coats of ready mixed synthetic enamel paint first quality all shades to give an even shade over base coat Primer with Luppam finishing after thoroughly brushing the surface to remove all remains including cost and conveyance of all materials to site, sales & other taxes, all operational, incidental and labour charges etc., complete for finished item of work.(3 coats) (APSS No. 1201 & 1212).in All Floors PRIMARY COAT Luppam finish

330.00

1 Kg

33.00

0.07 lit

0.1 Kg.

117.00

1 Lt

8.19

Ist class painter

0.021 Nos.

350.00

1 Each

7.35

2nd class painter

0.049 Nos.

300.00

1 Each

14.70

Ready mixed primer

TWO COATS OF PAINTING Synthetic enamel paint

0.12 lit

199.00

1 lit

23.88

1st class painter

0.036 Nos.

350.00

1 Each

12.60

2nd class painter

0.084 Nos.

300.00

1 Each

25.20 124.92

Add 14% over heads

0.14

124.92

17.49

Rate per 1 Sqmt. for all Floors 45

Total

Rate as per SSR

1 Sqmt

Add 14% over heads

0.14

352.00

1 Sqmt

352.00

352.00

49.28

Rate per Sqmt. 47

142.45

Supply and Fixing of 50mm thick Jali including cost and conveyance of all materials to site, sales & other taxes, all operational, incidental and labour charges etc., complete for finished item of work in All Floors.

Total

401.30

Supply and Fixing AC Sheet Corrugated 6mm thick including Labour Charges for fixing AC Sheets including cost of J bolts bitumen washers etc with or without ridges complete including cost and conveyance of all materials to site, sales and other taxes, all labour charges etc., complete for finished item of work Unit =

1 Sqmt

A ) material cost of 6mm thick corregated AC sheets

1.05 Sqmt

194.00

1 Sqmt

203.70

8mm dia G.I.J bolts & nuts

2.2 Nos.

13.00

1 Each

28.60

G.I washersBitumen washers

2.2 Nos.

0.50

1 Each

1.10

Bitumen washers

2.2 Nos.

0.20

1 Each

0.44

Carpenter II class

0.043 Nos.

315.00

1 Each

13.55

Man Mazdoor

0.054 Nos.

250.00

1 Each

13.50

B) labour

Page 61

C-data

Sundries including 50 x 6 mm Iron wind ties and white lead etc.,

0.00 260.89

Rate per 1 Sqmt. for all Floors

260.89

Add 14% over heads

0.14

36.52

Rate per one Sqmt 48

297.45

Supply and Fixing MS Purlins 50mm dia including Labour Charges for fixing complete including cost and conveyance of all materials to site, sales and other taxes, all labour charges etc., complete for finished item of work Cost of MS Pipe 50mm dia asper (BMT-F.04)

5.1 Kgs.

47.00

1 Kgs.

239.70

Fabrication, Cutting and Fixing charges (BMM-V.16)

5.1 Kgs.

16.00

1 Kgs.

81.60 321.30

Add 14% over heads

0.14

321.30

44.98

Rate per Rmt. 49

366.30

Painting to New walls with two coats of Plastic Emulsion paint of superior quality of approved brand and shade over base coat of cement primer grade -I making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for Walls.(APSS No. 912) in All Floors

Cement Primer Grade I

117.00

1 Kgs

11.70

0.08 Ltr

211.00

1 Ltr

16.88

1st class painter

0.021 Nos.

350.00

1 Each

7.35

2nd class painter

0.049 Nos.

300.00

1 Each

14.70

1st class painter

0.036 Nos.

350.00

1 Each

12.60

2nd class painter

0.084 Nos.

300.00

1 Each

25.20

Plastic Emulsion Paint

0.1 Kgs

Labour for Priming Coat

Labour for Two Coats

88.43 Add 14% over heads

0.14

88.43

12.38

Rater per 1 Sqmt. for all floors 50

Total

100.85

Providing expansion joint treatment with ploy sulphide compound of approved make of finsihed size 25 x 12 mm including making of 25mm x 12mm groove and primer coat over finished groove with finishing of edges true to straight line and level over the finished surface of expansion joint including cost and convenyance of all materials to site, all incidental , operational , labour charges etc., complete for finished item of work as per approved drawing ( for all floors on top slab i.e, in the flooring and for internal vertical joints of grooves in dadooing surface).

As per market rate

1.00 RM

290.00

Add 14% over heads

0.14

290.00

1 RM

290.00 40.60

Rate per 1 Rmt 51

330.60

Providing and Fixing of 24 guage alluminium sheet over expansion joint groove of width 15cm fixed to walls / columns at one edge and resting over the other blcok walls / columns concealing expansion joint with slotted holes for free edge of aluminium sheet to faciliate free movement of aluminium sheet over the finished surface of expansion joint and wall face using sheet metal screws with nylon receiver complete including cost and convenyance of all materials to site, all incidental , operational labour charges etc.,, complete for finsihed item of work as per approved drawing ( for all floors for vertical joints and bottom of slab).

Cost of alluminium sheet 24 Gauge BMS-W.18

1.00 Sqm

265.00

1 Sqm

265.00

Add for labour charges including cost of nails, making holes to wall and in aluminium sheet etc..

6.60 Rm

10.00

1 Rm

66.00

Add 14% over heads

0.14

331.00 331.00

46.34

Rate per 1 Sqm

377.35

Page 62

C-data

52

Providing and Fixing of expansion joint filler board for Buildings , Columns , Beams and Slabs Armour Board " sillfill including cost and convenyance of all materials to site, all incidental, operational , labour charges etc., complete for finished item of work as per approved drawing for all floors Rate as per SSR BMT-U.05

1.00 Sqm

353.00

Add 14% over heads

0.14

353.00

1 Sqm

353.00 49.42

toal 53

402.45

Supply and Fixing of 230mm wide PVC water bar at expansion joint over roof slab including cost , all taxes and convenyance of all materials to site and all labour charges , cutting and fixing charges etc., complete for finsihed item of work. Market rate

1.00 RM

220.00

1 RM

220.00

Labour charges for fixing

30.00 250.00

Add 14% over heads

0.14

250.00

35.00 toal

54

285.00

Making Green Chalk Board of size 3.00Mx1.20Mts including border with plastering in CM (1:2) 12mm thick as base coat and 3mm thick top coat with cement green oxide powder in (1:1) prop. and making border of 50x20mm thick alround the chalk board over existing plastered surface and painting the chalk board surface with chalk board paint as per direction of Engineer-in-Charge including cost and conveyance of all materials, sales and other taxes on cost of materials and all operational, incidental and labour charges etc., complete for finished item of work (APSS No.1603)

base coat in cm 1:2 Cost of of sand for CM (1:2)

0.15 Cu.m.

cost of cement for CM 1:2)

108 Kgs

740.97 5.04

1 Cu.m.

111.15

1 Kgs

544.32

1st Class Mason

0.33 Nos.

2nd Class Mason

0.77 Nos.

315.00

1 Each

103.95

285.00

1 Each

Man mazdoor

219.45

0.5 Nos.

315.00

1 Each

Woman mazdoor

157.5

1.1 Nos.

315.00

1 Each

346.5

Basic rate per 10 Sqmt.

1482.87

20mm thick plastering in CM(1:2) Cost of of sand for CM (1:2) cost of cement for CM 1:2)

0.21 Cu.m.

740.97

151.2 Kgs

5.04

1st Class Mason

0.66 Nos.

2nd Class Mason

1 Cu.m.

155.6

1 Kgs

762.05

315.00

1 Each

207.9

1.54 Nos.

285.00

1 Each

438.9

Man mazdoor

0.5 Nos.

315.00

1 Each

157.5

Woman mazdoor

3.2 Nos.

315.00

1 Each

Basic rate per 10 Sqmt.

1008 2729.95

Top Coat in CM(1:1) Cost of Cement Cost of Black Oxide

3.15 Kgs

5.04

1 Kgs 1 Kgs

15.88

15 Kgs

88

1st Class Mason

0.33 Nos.

315.00

1 Each

103.95

1320

2nd Class Mason

0.77 Nos.

285.00

1 Each

219.45

Man mazdoor

0.5 Nos.

315.00

1 Each

157.5

Woman mazdoor

1.1 Nos.

315.00

1 Each

346.5 2163.28

DATA FOR GREEN BOARD Cost of Base Coat in CM (1:2)

4.03 Sqmts.

1482.87

10 Sqmts.

597.6

3.6 Sqmts.

2163.28

10 Sqmts.

778.78

20mm thick Plastering in CM (1:2)

0.43 Sqmts.

2729.95

10 Sqmts.

117.39

Cost of chalk Board paint

4.03 Sqmts.

384.4

10 Sqmts.

154.91

Cost of Top Coat

Rate per Each Board

Total

1648.68

Say

1648.7

rate per sqmt Add 14% over heads

55

458.00 0.14

458.00

64.12

rate per sqmt

522.15

Painting with weather proof plastic emulson grade -1 paint to exterior faces of new walls with 3 coats of approved make shade and colour including self prime coat including cost and conveyence of all materials like plastic emulsinn paint of Grade-1 to site including cost of brushes scaffolding charges, lifiting charges and labour charges such as preparing the wall applying three coats of plastik emlsion etc., complete for finished item of work (APSS No 910,911 7 1201) in all floors Primary coat

Page 63

C-data

Lappam finish

0.100

Kg

300.00

1 kg

30.00

Ready mixed primer

0.070

ltrs

255.00

1 ltr

17.85

1st class painter

0.021

Nos

315.00 each

6.62

2 nd class painter

0.049

Nos

285.00 each

13.97

Plastic emulsion paint Grade-1

0.090

ltrs

1 st class painter

0.036

Nos

315.00 each

11.34

2 nd class painter

0.084

Nos

285.00 each

23.94

two coat of painting 189.00

1 ltr

17.01

120.72 Add 14% over heads

0.14

16.9

Rate per 1 sqm 56

total

137.62

Providing and laying of cinder concrete in cement cinder mix (1 :15) prop. Using 12.5 mm nominal size cinder laid in layers and compacted as directed for filling sunken floors including cost and conveyence of all materials, water to the work site, seinerage charges and all operational, incidental labour charges such as mixing cement & cinder etc. complete for finished item of work.

cost of cinder meterial BMT-A.17

1.00 cum

495.00

1 cum

495.00

95.00 Kgs

5039.21

1000 Kgs

478.72

1st Class Mason

0.10 Nos.

315.00

1 Each

31.50

Man mazdoor

2.36 Nos.

250.00

1 Each

590.00

43 Grade cement

1595.22 Add 14% over heads

0.14

223.33

Rate per 1 cum

1818.60

AEE/AE

Dy. Executive Engineer

Executive Engineer

Jagithyal

Jagithyal

Karimnagar

Superintending Engineer Hyderabad

Page 64

C-data

DATAS FOR DOORS AND WINDOWS Sno

Qty

Description of Item

Rate

Unit

Per

Amount

1.52

X

2.13

3.24

0.03195 0.01140 0.04335

cum cum cum

2.89

sqm

40012.00 40012.00

1 1

Cum Cum

1278.38 456.14

734.00 10.00 124.00 51.00 34.00 23.00 50.00 34.00

1 1 1 1 1 1 1 1

Sqm Each Each Each Each Each Each Each

2121.26 60.00 124.00 102.00 68.00 138.00 50.00 68.00

315.00 285.00 250.00

1 1 1

day day day

72.51 153.08 95.37

265.00

1

Sqm

765.85

2

X

2.13

0.03195 0.01500

cum cum

Supply and Fixing of Door with Double leaf shutter, Door Size 1.52x2.13 mtrs with Sal wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower Bolts 250mm long 2 Nos, M.S.Powder Coated Handles 150mm long 2 Nos, 300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt hinges 6Nos, 300 mm long M.S.Powder Coated Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame and shutter Fixing in position , with Hardware fixtures etc., complete for finsihed

1 2

utem of work. DOOR SIZE 1.52 x 2.13 mtrs : Area = 3.24 Sqm Sal Wood for Frame Verticals 2 x 2.13 x 0.075 x 0.10 = 0.0319 Horizental 1 x 1.52 x 0.075 x 0.10 = 0.00864 Total = 0.04054 35mm thick flush door shutter of soild wood block board type with commercial play on both faces 1x1.41x2.05 = 2.89 Sqm ABSTRACT a)MATERIAL 0.03195 Cost of Sal wood scantling of any size BMT-E-015 Item Sl No 122 0.01140 Cost of Sal wood scantling of any size BMT-E-015

3 4 5 6 7 8 9 10

2.89 6.00 1.00 2.00 2.00 6.00 1.00 2.00

11 12 13

0.23 0.54 0.38 2.89

Flush door shutters, solid bond wood block board type with commercial ply on both faces.: 35 mm thick conforming to IS:2202 of ANAND/ RAAVILA/ KUTTY/ STANDARD/ SHUBHDWAR/ ITP (BMT-N.17) MS Hold Fasts Cost of 300mm Long M.S.Powder Coated Aldrops(BMT-G.45) Cost of 250 long M.S.Powder Coated Towerbolts (BMT-G.17) Cost of 150mm Long M.S.Powder Coated Handles (BMT-G.36) Cost of 125mm long M.S.Powder Coated but hinges (BMT-G29) Cost of Flat latch M.S.Powder Coated 300long (BMT-G.52) Cost of Door Stoper (BMT-G.53) a) LABOUR Carpenter class I Carpenter class II Light mazdoor Labour charges for fixing flush door shutter of any thickness fixing the door shutter to the frame and fixtures to the door shutter

14

Add overheads @

14%

Rate per / Each Supply and Fixing of Door with Double leaf shutter, Door Size 2.00x2.13 mtrs with Sal wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower Bolts 250mm long 2 Nos, Alluminimum Handles 150mm long 2 Nos, 300mm 1

long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt hinges 6Nos, 300 mm long M.S.Powder Coated Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in position , with Hardware fixtures etc., complete for finsihed utem of work. DOOR SIZE 2.00 x 2.13 mtrs : Area = 4.26 Sqm Sal Wood for Frame Verticals 2 x 2.13 x 0.075 x 0.10 = Horizental 1 x 2.00 x 0.075 x 0.10 =

D&W DATA (1)

4.26

P No 65

Total of soild = wood block board type with commercial 35mm thick flush door shutter play on both faces 1x1.89x2.05 = 3.87 Sqm ABSTRACT a)MATERIAL

0.04695

cum

3.87

sqm

1

0.03195 Cost of Sal wood scantling of size 2.0 to 3.0 M

40012.00

1

Cum

1278.38

2

0.01500 Cost of Sal wood scantling of size up to 2.0 M

40012.00

1

Cum

600.18

3

3.87

Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick

734.00

1

Sqm

2840.58

4

6.00

MS Hold Fasts

10.00

1

Each

60.00

5

1.00

Cost of MS-Powder Coated Aldrop (IS:2681) 300 mm long(BMT-G.45)

134.00

1

Each

134.00

6

2.00

Cost of MS-Powder Coated Tower Bolt-10 mm Bolt (IS:204) 250 mm Long (BMT-G.17)

55.00

1

Each

110.00

7

2.00

Cost of MS-Powder Coated Door Handles (IS:208) 150 mm Long (BMT-G.36)

37.00

1

Each

74.00

8

6.00

Cost of MS-Powder Coated Butt hinges (IS:205)- 125 mm Long (BMT-G29)

25.00

1

Each

150.00

9

1.00

Cost of MS-Powder Coated Flat Latches: 300 mm long (BMT-G.52)

54.00

1

Each

54.00

10

2.00

Cost of MS-Powder Coated - Door Stoppers (BMT-G.53) a) LABOUR

37.00

1

Each

74.00

11

0.22

Carpenter class I

315.00

1

day

68.75

12

0.51

Carpenter class II

285.00

1

day

145.13

13

0.36

Light mazdoor

250.00

1

day

90.42

3.87

Labour charges for fixing flush door shutter of any thickness fixing the door shutter to the frame and fixtures to the door shutter

265.00

1

Sqm

1025.55

14

Add overheads @

6704.99 938.70 7643.70

14%

Rate per / Each Supply and Fixing of Door with Double leaf shutter, Door Size 1.22x2.13 mtrs with Sal wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower Bolts 250mm long 2 Nos, Alluminimum Handles 150mm long 2 Nos, 300mm 2

long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt hinges 6Nos, 300 mm long M.S.Powder Coated Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in position , with Hardware fixtures etc., complete for finsihed utem of

1

work. DOOR SIZE 1.22 x 2.13 mtrs : Area = 2.60 Sqm Sal Wood for Frame Verticals 2 x 2.13 x 0.075 x 0.10 = Horizental 1 x 1.22 x 0.075 x 0.10 = Total = 35mm thick flush door shutter of soild wood block board type with commercial play on both faces 1x1.11x2.05 = 2.28 Sqm ABSTRACT a)MATERIAL 0.03195 Cost of Sal wood scantling of size 2.0 to 3.0 M

2

0.00915 Cost of Sal wood scantling of size up to 2.0 M

3 4

2.28 6.00

Flush door shutters, solid bond wood block board type with commercial ply on both faces.: 35 mm thick conforming to IS:2202 of ANAND/ RAAVILA/ KUTTY/ STANDARD/ SHUBHDWAR/ ITP (BMT-N.17) MS Hold Fasts

5

1.00

Cost of MS-Powder Coated Aldrop (IS:2681) 300 mm long(BMT-G.45)

D&W DATA (1)

1.22

X

2.13

2.6

0.03195 0.00915 0.04110

cum cum cum

2.28

sqm

40012.00

1

Cum

1278.38

40012.00

1

Cum

366.11

734.00 10.00

1 1

Sqm Each

1673.52 60.00

134.00

1

Each

134.00

P No 66

6

2.00

Cost of MS-Powder Coated Tower Bolt-10 mm Bolt (IS:204) 250 mm Long (BMT-G.17)

55.00

1

Each

110.00

7

2.00

Cost of MS-Powder Coated Door Handles (IS:208) 150 mm Long (BMT-G.36)

37.00

1

Each

74.00

8

6.00

Cost of MS-Powder Coated Butt hinges (IS:205)- 125 mm Long (BMT-G29)

25.00

1

Each

150.00

9

1.00

Cost of MS-Powder Coated Flat Latches: 300 mm long (BMT-G.52)

54.00

1

Each

54.00

10

2.00

Cost of MS-Powder Coated - Door Stoppers (BMT-G.53) a) LABOUR

37.00

1

Each

74.00

11

0.22

Carpenter class I

315.00

1

day

68.75

12

0.51

Carpenter class II

285.00

1

day

145.13

13

0.36

Light mazdoor

250.00

1

day

90.42

2.28

Labour charges for fixing flush door shutter of any thickness fixing the door shutter to the frame and fixtures to the door shutter

265.00

1

Sqm

604.20

14

Add overheads @

4882.51 683.55 5566.10

14%

Rate per / Each Supply and Fixing of Door with Single leaf shutter, Door Size 0.90x2.13 mtrs with Sal Wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower Bolts 250mm long 2 Nos, M.S.Powder Coated Handels 150mm long 1 No, 300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt hinges 3 Nos, 300 mm long M.S.Powder Coated Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in position , with Hardware fixtures etc., complete for finsihed utem of work. D6

3

DOOR SIZE 0.90 x 2.13 mtrs : Area = 1.92 sqm

0.9

X

2.13

1.92

Sal Wood for Frame Verticals 2 x 2.13 x 0.075 x 0.10

=

0.03195

cum

Horizental 1 x 0.90 x 0.075 x 0.10

=

0.00675

cum

0.03870

cum

1.6

sqm

Total

=

35mm thick flush door shutter of soild wood block board type with commercial play on both faces 1x0.78x2.05 = 1.599 ABSTRACT a)MATERIAL 1

0.03195 Cost of Sal wood scantling of size 2.0 to 3.0 M

40012.00

1

Cum

1278.38

2

0.00675 Cost Sal wood scantling size up 2.0 wood M Cost of 35mm thick flush doorof shutter of to soild block board type with commercial play on both faces 1.6 (BMT-N.17)

40012.00

1

Cum

270.08

734.00

1

Sqm

1174.40

3 4

6.00

MS Hold Fasts

10.00

1

Each

60.00

5

1.00

Cost of 300mm Long M.S.Powder Coated Aldrops(BMT-G.45)

134.00

1

Each

134.00

6

2.00

Cost of 250 long M.S.Powder Coated Towerbolts (BMT-G.17)

55.00

1

Each

110.00

7

1.00

Cost of 150mm Long M.S.Powder Coated Handles (BMT-G.36)

37.00

1

Each

37.00

8

3.00

Cost of 125mm long M.S.Powder Coated but hinges (BMT-G29)

25.00

1

Each

75.00

9

1.00

Cost of Flat latch M.S.Powder Coated 300long (BMT-G.52)

54.00

1

Each

54.00

10

1.00

Cost of Door Stoper (BMT-G.53)

37.00

1

Each

37.00

11

0.21

Carpenter class I

315.00

1

day

64.73

12

0.48

Carpenter class II

285.00

1

day

136.66

13

0.34

Light mazdoor

250.00

1

day

85.14

1.60

Labour charges for fixing flush door shutter of any thickness fixing the door shutter to the frame and fixtures to the door shutter

265.00

1

Sqm

424.00

a) LABOUR

3940.39 14

D&W DATA (1)

Add overheads @

14%

551.65

P No 67

Rate per / Each

4492.05

Supply and Fixing of Door with Double leaf shutter, Door Size 1.00x2.13 mtrs with Sal Wood Frame of sections size 75mm x 100mm with Flush Door Shutters Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower Bolts 200mm long 2 Nos, M.S.Powder Coated Handels 150mm long 1 No, 4

300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt hinges 6 Nos, 300 mm long M.S.Powder Coated Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on shutter Fixing in position , with Hardware fixtures etc., complete for finsihed item of work.

1 2

DOOR SIZE 1.00 x 2.13 mtrs : Area = 2.13 Sqm Salwood Frame Verticals 2 x 2.13 x 0.075 x 0.10 = Horizental 1 x 1.00 x 0.075 x 0.10 = 0.0075 Total = 0.0394 35mm thick flush door shutter of soild wood block board type with commercial play on both faces 1x0.875x2.05 = 1.79 Sqm ABSTRACT a)MATERIAL 0.03195 Cost of Sal wood scantling of size 2.0 to 3.0 M 0.00750 Cost of Sal wood scantling of size up to 2.0 M

3 4 5

1.79 6.00 1.00

6 7 8

2.00 1.00 6.00

9 10

1.00 2.00

11 12 13

0.21 0.49 0.35 1.79

Cost 35mm thick flush door shutter of soild wood block board type with commercial play on both faces (BMT-N.17) MS Hold Fasts Cost of 300mm Long M.S.Powder Coated Aldrops(BMT-G.45) Cost of MS-Powder Coated Tower Bolt-10 mm Bolt (IS:204) 200 mm Long (BMT-G.16) Cost of 150mm Long M.S.Powder Coated Handles (BMT-G.36) Cost of 125mm long M.S.Powder Coated but hinges (BMT-G29) Cost of Flat latch M.S.Powder Coated 300long (BMT-G.52) Cost of Door Stoper (BMT-G.53) a) LABOUR Carpenter class I Carpenter class II Light mazdoor Labour charges for fixing flush door shutter of any thickness fixing the door shutter to the frame and fixtures to the door shutter

14

Add overheads @

0.9

X

2.13

1.92

0.03195 0.00750 0.03945

cum cum cum

1.79

sqm

40012.00 40012.00

1 1

Cum Cum

1278.38 300.09

734.00 10.00 134.00

1 1 1

Sqm Each Each

1313.86 60.00 134.00

41.00 37.00 25.00

1 1 1

Each Each Each

82.00 37.00 150.00

54.00 37.00

1 1

Each Each

54.00 74.00

315.00 285.00 250.00 265.00

1 1 1 1

day day day Sqm

65.99 139.30 86.79 474.35 4249.76 594.97 4844.75

14%

Rate per / Each Providing and fixing factory made polyvinyl chloride (PVC) Door Frame of the size 50 x 47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitre cut at two corners and joined with 2nos. of 150mm long brackets of 15x15mm M.S. square tube. The two vertical door profiles are to be reinforced with 19x19mm M.S. Square tube of 19 gauge. The door frame shall be fixed to the wall using 65/100mm long M.S. Screws through the frame by using PVC fasteners. A minimum of 4nos. of screws to be provided for each vertical member & minimum 2nos. for horizontal member etc. complete as per manufacturers specification and direction of Engineer-in-Charge for finished item of work

5

1 rmt

cost of rajasri door frame (BMT-N.01) Item Sl No 643

303.00 Add overheads @

Rate per Rmt

D&W DATA (1)

1

Rmt

303.00

14% 303.00

P No 68

Providing and fixing 30mm thick Solid panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles, & 15mm x 15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame shall be covered with 5mm thick heat moulded PVC ‘C’ channel of size 30 x 50mm forming stiles, and 5mm thick, 75mm wide PVC sheets for top rail, lock rail & bottom rail on either side, and 10mm (5mm x 2) thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail. Panelling of 10mm thick PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with 30mm wide x 5mm thick PVC sheet beading on either side, and joined together with solvent cement adhesive etc. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive. Complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing for finished item of work .

6

1

cost of door shutter (BMT-N.02) Item Sl No 644 Add overheads @

2205.00 14%

1

sqm

Rate per 1 sqm

2205.00 2205.00

NCL or Equivalent Eco 3000 Series Windows with Galvalume Corrugated sheet.

7

Providing and Fixing of windows made of pre-painted steel (Base steel as per IS 513 of 0.6 mm thick galvanized as per IS 277 with Zinc of 120 GSM). Primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer. Section for outer frame should be of 48x50mm, centre mullion should be of 48x50mm, section for shutter should be of 47x20mm and fixed panel beading section should be 12x12mm. Outer frame and mullions to have rebate for Galvalume corrugated sheet shutter and a 20mm provision for Guard bars/Grills. The sections are to be cut to length metre joined with corner bracket. Centre mullion is to be fixed with mullion cap. Seccolor Handle, seccolor stay, 2 nos. of Stainless Steel heavy duty Pivot hinges shall be provided per shutter. The windows should be panelled with 0.60 mm thick Galvalume corrugated sheet (BMSW.55). The above frames should be fixed to the concrete/masonry wall by means of self expanding screws, Including 10mm Square guard bars with 6” (152.4mm) pitch etc., complete for finished item of work.

a)

Centre fixed both side openable shutter window 5’0”x4’0” (1524mm x1219.2mm). Outer frame section size of 48x50mm. Shutter frame section size of 48x25mm. Mullion section size of 48x50mm. Fixed beading section size of 12x12mm. basic rate as per ssr item no 743 item code BMT-P.26 Deduct 5 mm plain glass BMT-I.02 Add 0.5 mm thick Galvalume corrugated sheet BMS-W.55 Add 14% overheads Rate per sqmt.

b)

4450

1

SQM

Total 14%

4423.00

Double shutter Window with vertical mullion 3’0” x 4’0” ( 914.4mm x 1219.2mm) outer frame section size of 72x50mm shutter frame section size of 48x25mm. Mullion section size of 72x50mm. 5050.00 -427.00 400.00 5023.00

basic rate as per ssr item no 746 item code BMT-P.25 Deduct 5 mm plain glass BMT-I.02 Add 0.5 mm thick Galvalume corrugated sheet BMS-W.55 Add 14% overheads Rate per sqmt.

8

4450.00 -427.00 400.00 4423.00

Total 14%

5023.00

Supply and Fixing of Ventilator of size 1.22 x 0.45 with 25mm x 25mm x 3mm thick equal L angles and 10mm square rods @ 150mm c/c fixing in position ,complete for finsihed item of work VENTILATOR SIZE 1.20 x 0.45 mtrs : Area = 0.54

D&W DATA (1)

1.2

X

0.45

0.54

P No 69

Angular frame 25 x 25 x 3mm thick Verticals 1 x 22 x 0.45 = Horizental 1 x2 x 1.20 = For Hold fasts 1 x 2 x 0.15 = Total = 10 mm square rods @ 150 mm c/c Verticals 1 x 7 x 0.45 Horizental 1 x2 x 1.22

0.90 2.40 0.30 3.60

m m m

3.96

Kgs

= = total

3.15 2.40 5.55

m

4.357

Kgs

Cost of Structural Steel

45.55

1

Cum

378.80

Fabrication Charges BMM.V.14 Fixing Charges BMM-V.15

18.00 3.50

1 1

Kg Kg

Add overheads @ Rate per / Each

14%

149.70 29.11 557.61 78.07 635.68

ABSTRACT a)MATERIAL 8.32 a) LABOUR 8.32 8.32

9

Supply and Fixing of Ventilator of size 1.00 x 0.45 with 25mm x 25mm x 3mm thick equal L angles and 10mm square rods @ 150mm c/c fixing in position ,complete for finsihed item of work VENTILATOR SIZE 1.00 x 0.45 mtrs : Area = 0.45 1 X Angular frame 25 x 25 x 3mm thick Verticals 1 x 2 x 0.45 = 0.90 m Horizental 1 x2 x 1.00 = 2.00 m For Hold fasts 1 x 2 x 0.15 = 0.30 Total = 3.20 m 10 mm square rods @ 150 mm c/c Verticals 1 x 5 x 0.45 Horizental 1 x2 x 1.00

0.45

0.45

3.52

Kgs

= = total

2.25 2.00 4.25

m

3.336

Kgs

Cost of Structural Steel

45.55

1

Cum

312.28

Fabrication Charges BMM.V.14 Fixing Charges BMM-V.15

18.00 3.50

1 1

Kg Kg

Add overheads @ Rate per / Each

14%

123.41 24.00 459.69 64.36 524.05

ABSTRACT a)MATERIAL 6.86 a) LABOUR 6.86 6.86

10

Supply and Fixing of Ventilator of size 0.90 x 0.45 with 25mm x 25mm x 3mm thick equal L angles and 10mm @ 150mm c/c fixing in position ,complete for finsihed item of work VENTILATOR SIZE 0.90 x 0.45 mtrs : Area = 0.41 0.9 Angular frame 25 x 25 x 3mm thick Verticals 1 x 2 x 0.45 = 0.90 Horizental 1 x2 x 0.90 = 1.80 For Hold fasts 1 x 2 x 0.15 = 0.30 Total = 3.00 10 mm square rods @ 150 mm c/c Verticals 1 x 5 x 0.45 Horizental 1 x2 x 0.90

square rods X

0.45

0.405

m

3.3

Kgs

Kgs

m m

= = total

2.25 1.80 4.05

m

3.179

Cost of Structural Steel

45.55

1

Cum

295.11

Fabrication Charges BMM.V.14 Fixing Charges BMM-V.15

18.00 3.50

1 1

Kg Kg

Add overheads @ Rate per / Each

14%

116.63 22.68 434.41 60.82 495.23

ABSTRACT a)MATERIAL 6.48 a) LABOUR 6.48 6.48

11

Supply and Fixing of Balcony Grill of size 3.60 x 1.50 with 25mm x 25mm x 3mm thick equal L angles and 10mm square rods @ 150mm c/c fixing in position ,complete for finsihed item of work GRILL SIZE 3.60x1.50 mtrs : Area = 5.40 Angular frame 25 x 25 x 3mm thick Verticals 1 x 2 x 1.50 =

D&W DATA (1)

3.6

X

3.00

m

1.5

5.4

P No 70

Total

Horizental 1 x2 x 3.60 = For Hold fasts 1 x 2 x 0.15 = =

10 mm square rods @ 150 mm c/c Verticals 1 x 19 x 1.50 Horizental 1 x9 x 3.6

7.20 0.30 10.50

m m

11.55

Kgs

= = total

28.50 32.40 60.90

m

47.81

Kgs

Cost of Structural Steel

45.55

1

Cum

2703.51

Fabrication Charges BMM.V.14 Fixing Charges BMM-V.15

18.00 3.50

1 1

Kg Kg

Add overheads @ Rate per / Each

14%

1068.42 207.75 3979.68 557.15 4536.83

ABSTRACT a)MATERIAL 59.36 a) LABOUR 59.36 59.36

12

Supply and fixing Sintex or equivalen PVC door frames made from extruded sections in overall dimensions of 40 X 48mm having a wall thickness of 1.5mm with usual process variation of ± 0.3mm, complete, for finished item of work t. 1 rmt

cost of rajasri door frame (BMT-N.37) Item Sl No 679 Add overheads @

228.00 14%

1

Rmt

Rate per Rmt

13

228.00 228.00

PVC Door shutter conforming to IS: 10151-1982, the infill panel made of seamless one piece multi chamber PVC extruded sections having overall dimensions of 610 mm x 20 mm with wall thickness of 1mm + 0.2mm with the top and bottom edges of the shutter covered with end cap of the size 20 mm x 11 mm with the door shutter to be reinforced with special polymeric reinforcements as per drawing for hardware’s and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places.for finished item of work.

1.4 2 3 2 1

Area of Shutter = 0.70x2.00= 1.40 sqm cost of Syntex PVC door shutter (BMT-N.65) Item Sl No 707 Cost of 150mm Long M.S.Powder Coated Handles (BMT-G.36) Cost of 125mm long M.S.Powder Coated but hinges (BMT-G29) MS-Powder Coated Tower Bolt-10 mm Bolt (IS:204) 150 mm Long BMT-G.15) MS-Powder Coated Aldrop (IS:2681) 200 mm longBMT - G.43)

1.4 1100.00 37.00 25.00 29.00 86.00

1 1 1 1 1

1 Sqm Sqm Each Each Each Each

1540.00 74.00 75.00 58.00 86.00

1.4

Labour charges for fixing flush door shutter of any thickness fixing the door shutter to the frame and fixtures to the door shutter

265.00

1

Sqm

371.00

Rate per Sqm Add overheads @

14%

Rate per sqmt

2204.00 1574.00 220.36 1794.00

AEE/AE

Dy. Executive Engineer

Executive Engineer

Jagithyal

Jagithyal

Karimnagar

Superintending Engineer Hyderabad

D&W DATA (1)

P No 71

WATER SUPPLY AND SANITARY DATAS Construction of Government Junior College Building at Bearpur (V) Sarangapur (M) Karimnagar District under NABARD RIDF - XVIII DATAS

Sl. No 1

AREA ALLOWENCE

0%

ADD 14% OVERHEADS

14%

DESCRIPTION

ITEM CODE

COEF.

UNIT

RATE

PER

UNIT

Amount (Rs.)

Supplying and laying, filling, jointing and testing SWG SP-1 pipes of ISI make confirming to IS 1651 & 4127 1st quality with air tight Cement joints in CM (1.5:1)prop. including excavation of trenches and socket pits in any soil (except rock requiring blasting) and refilling with watering and tamping including cost and conveyance of all materials to site and all labour charges for finished item of work (APSS NO 1301 & 1318)

a) 101.60 mm dia SWG pipe upto 3' depth Area allowence on labour charges

BMW-A.02 BMW-A.05

1.00

Rmt

0%

193.00

1.00 Rmt

102.00

1.00

193.00

0.00

0.00 193.00

add overheads @

14.00%

27.02

Total rate per 1 Rmt

220.05

b) 152.40mm dia SWG pipe upto 5' depth Area allowence on labour charges

BMW-A.03 BMW-A.06

1.00

Rmt

0%

471.00

1.00 Rmt

138.00

1.00

471.00

0.00

0.00 471.00

add overheads @

14.00%

65.94

Total rate per 1 Rmt c

536.95

101.60 mm dia SWG pipe upto 5' depth Area allowence on labour charges

BMW-A.01 BMW-A.06

1.00

Rmt

0%

348.00

1.00 Rmt

138.00

1.00

348.00

0.00

0.00 348.00

add overheads @

14.00%

48.72

Total rate per 1 Rmt

396.75

152.40mm dia SWG pipe upto 3' depth Area allowence on labour charges

BMW-A.04 BMW-A.05

1.00

Rmt

0%

319.00

1.00 Rmt

102.00

1.00

319.00

0.00

0.00 319.00

add overheads @

14.00%

44.66

Total rate per 1 Rmt 2

363.70

Constructing 904.0 mm (3’0”) dia brick masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using 2nd Class Clay Bricks of 225 mm thick from approved source having a minimum crushing strength of 5 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 904 mm (3'-0") in all sorts of soils (exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification. basic rate as per ssr item Area allowence on labour charges

BMW-B.03

1.00 0%

Nos

4814.00 0.00

1.00 Nos 1.00

4814.00

0.00

0.00 4814.00

WS-DATA

P No 72

Sl. No

DESCRIPTION

ITEM CODE

add overheads @

COEF.

UNIT

RATE

PER

UNIT

14.00%

673.96

Total rate per 1 Nos 3

Amount (Rs.)

5488.00

Constructing 904.0 mm (3’0”) dia brick masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using 2nd Class Clay Bricks of 225 mm thick from approved source having a minimum crushing strength of 5 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 1524 mm (5'-0") in all sorts of soils (exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification. basic rate as per ssr item

BMW-B.04

Area allowence on labour charges

1.00

Nos

7455.00 0.00

0%

1.00 Nos 1.00

7455.00

0.00

0.00 7455.00

14.00%

add overheads @

1043.70 8498.70

Total rate per 1 Nos 4

Constructing 904.0 mm (3’0”) dia solid block masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using fly ash blocks of 225mm thick from approved source having a minimum crushing strength of 10 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 1524 mm (5'-0") in all sorts of soils (exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification. basic rate as per ssr item

BMW-B.02

Area allowence on labour charges

1.00

Nos

8288.00 0.00

0%

1.00 Nos 1.00

8288.00

0.00

0.00 8288.00

14.00%

add overheads @

1160.32 9448.35

Total rate per 1 Nos 5

Constructing 904.0 mm (3’0”) dia solid block masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using fly ash blocks of 225mm thick from approved source having a minimum crushing strength of 10 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 1524 mm (3'-0") in all sorts of soils (exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification. basic rate as per ssr item

BMW-B.01

Area allowence on labour charges

1.00

Nos

5246.00 0.00

0%

1.00 Nos 1.00

5246.00

0.00

0.00 5246.00

14.00%

add overheads @

734.44 5980.45

Total rate per 1 Nos 6

Supplying and fixing 150.00mmx100.00mm SWG gully trap 1st class confirming to ISI 651 & 4127 with CI grating and constructing single brick masonry wall chamber of size 20" x 14" x 12” in CM (1:6) prop. Over a CC (1:5:10)prop. bed, and fitted with 304.8 mm x 225.6 mm(12" x 9") CI frame and hinged cover and plastering 12mm thk. in CM (1:4) prop. both inside and outside surfaces and including cost and conveyance of all materials to site, labour charges etc., complete for finished item of work. SSR ITEM NO.527 Basic rate as per ssr item

BMW-A.72

Area allowence on labour charges

BMW-A.74

1.00

Nos

0%

530.00

1.00 Nos

23.00

1.00

530.00

0.00

0.00 530.00

14.00%

add overheads @

74.20 604.20

Total rate per 1 Nos 7

Supplying and fixing Indian make Flat Back Wash Hand Basin (HSW/Parryware/ Neycer) 1st quality conforming to IS:2556-Part4:1972 of size 550mm x 400mm with waste fittings like rubber plug, chain, 32 mm nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963-1979 and fitted with 15 mm nominal bore Chromium Plated Pillar Tap of 1st quality Indian make 400 grams Seiko/ Esso or equivalent complete with standard CI brackets including wooden block ,1 No.12.70mm PVC connection with brass union nuts CP coated , 1 No.12.70mm NP bib tap 300 gms Seiko or equivalent including cost and conveyance of all materials to site, labour charges etc. complete for finished item of work

A

Basic rate as per ssr item

BMW-D24

Area allowence on labour charges

BMW-D28

1.00 0%

Nos

1323.00

1.00 Nos

288.00

1.00

1323.00

0.00

0.00 1323.00

WS-DATA

P No 73

Sl. No

DESCRIPTION

ITEM CODE

COEF.

UNIT

RATE

PER

UNIT

Amount (Rs.)

14.00%

add overheads @

185.22 1508.25

Total rate per 1 Nos B

Basic rate as per ssr item 12.7MM DIA PVC conection with brass union nut CP coated

BMW-I.48

Area allowence on labour charges

BMW-I.49

1.00

Nos

0%

85.00

1.00 Nos

16.00

1.00

85.00

0.00

0.00 85.00

14.00%

add overheads @

11.90 96.90

Total rate per 1 Nos C

Basic rate as per ssr item 12.7 MM ANGLE STOP COCK first quality Indian make 400 gms Seiko

BMW-E 05

Area allowence on labour charges

BMW-E 06

1.00

Nos

0%

403.00

1.00 Nos

35.00

1.00

403.00

0.00

0.00 403.00

14.00%

add overheads @

56.42 459.45

Total rate per 1 Nos D

Basic rate as per ssr item 38.1 MM CP WASTE COUPLING half or full thread 1st quality indian make paryware or equivalent Area allowence on labour charges

BMW-E31 BMW-E32

1.00

Nos

0%

201.00

1.00 Nos

23.00

1.00

201.00

0.00

0.00 201.00

14.00%

add overheads @

28.14 229.15

Total rate per 1 Nos E

Basic rate as per ssr item 31.75 MM dia PVC fleible waste pipe of 914.4 mm length of first quality

BMW-G05

Area allowence on labour charges

1.00

Nos

0%

21.00

1.00 Nos

0.00

1.00

21.00

0.00

0.00 21.00

14.00%

add overheads @

2.94 23.95

Total rate per 1 Nos Rs

TOTAL COST (A+B+C+D+E) 8

2317.70

Supplying and fixing NP soap dish heavy type of approved make ISI quality with NP screws etc., complete including cost and conveyance of all materials, labour charges for fixing etc., complete for finished item of work in all floors as per ssr item no 598 Basic rate as per ssr item

BMW-I.28

Area allowence on labour charges

BMW-I.29

1.00

Nos

0%

206.00

1.00 Nos

10.00

1.00

206.00

0.00

0.00 206.00

14.00%

add overheads @

28.84 234.85

Total rate per 1 Nos 9

Supplying and fixing TV shape mirror with plastic frame of size 609.6mm x 457.2mm , plywood back with NP screws 1st quality including cost and conveyance of all materials, labour charges etc., complete for finished item of work in all floors. Basic rate as per ssr item

BMW-I 105

Area allowence on labour charges

BMW-I.106

1.00

Nos

0%

435.00

1.00 Nos

95.00

1.00

435.00

0.00

0.00 435.00

14.00%

add overheads @

60.90

Total rate per 1 Nos 10

495.90

Supplying and fixing of 25.4mm dia , 609.6mm long aluminium anodized towel rods with brackets and aluminium screws including cost and conveyance of all materials, labour charges etc., complete for finished item of work. Basic rate as per ssr item Area allowence on labour charges

BMW-I 20 BMW-I 21

1.00 0%

Nos

139.00

1.00 Nos

36.00

1.00

139.00

0.00

0.00 139.00

add overheads @ Total rate per 1 Nos

WS-DATA

14.00%

19.46 158.50

P No 74

Sl. No

DESCRIPTION

11

ITEM CODE

COEF.

UNIT

RATE

PER

UNIT

Amount (Rs.)

Supplying and fixing NP bib taps of size 12.70mm dia of Indian make Seiko or equivalent including cost and conveyance of all materials, labour charges etc., complete for finished item of work in all floors. a)

300 grams Basic rate as per ssr item

BMW-E 09

Area allowence on labour charges

BMW-E 10

1.00

Nos

0%

219.00

1.00 Nos

23.00

1.00

219.00

0.00

0.00 219.00

14.00%

add overheads @

30.66 249.70

Total rate per 1 Nos b)

400 gms Basic rate as per ssr item

BMW-E 07

Area allowence on labour charges

BMW-E 08

1.00

Nos

0%

345.00

1.00 Nos

23.00

1.00

345.00

0.00

0.00 345.00

14.00%

add overheads @

48.30 393.30

Total rate per 1 Nos 12

Supplying and fixing of SWR/ PVC pipes (as per ISI standards) 4 Kg/Sq.cm. Prince/sudhakar or any ISI brand and fixing all special such as plain bends, off sets, door bends, single junctions, double junctions as per site requirement, fixing with PVC clamps if necessary with required number of Bombay nails including cost and conveyance of all materials to site, labour charges etc.complete for finished item of work at all floor levels. (APSS No. 1302 1319 & 1326) (a) 90mm dia 3 Mts single socket Basic rate as per ssr item

BMW-G12

Area allowence on labour charges

BMW-G.152

1.00 RM 0%

368.00

3.00 RMT

58.00

1.00

122.67

0.00

0.00 122.67

14.00%

add overheads @

17.17 139.85

Total rate per 1 RMT (b) 110mm dia 3 Mts single socket Basic rate as per ssr item

BMW-G13

Area allowence on labour charges

BMW-G.152

1.00 RM

440.00

3.00 RMT

RM

58.00

1.00 RM

0%

146.67 0.00 146.67

14.00%

add overheads @

20.53 167.20

Total rate per 1 RMT 13

Supplying & fixing GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings in ground or on wall including cost of tees, elbows, bends, reducers, couplings, running joints, union flanges, unions etc. with necessary excavation in all types of soils except rock requiring blasting, refilling, chiselling masonry walls and making good the walls & floors to the original surface and fixing MS clamps on TW blocks on walls including cost and conveyance of all materials and labour charges complete for finished item of work. a) 15mm Nominal bore Basic rate as per ssr item

BMW-F79

Area allowence on labour charges

BMW-F80

1.00 Rmt

151.00

1.00 Rmt

Rmt

33.00

1.00

0%

151.00 0.00 151.00

14.00%

add overheads @

21.14 172.15

Total rate per 1 RMT b) 20mm Nominal bore Basic rate as per ssr item

BMW-F81

Area allowence on labour charges

BMW-F82

1.00 Rmt

168.00

1.00 Rmt

Rmt

33.00

1.00 Rmt

0%

168.00 0.00 168.00

14.00%

add overheads @

23.52 191.55

Total rate per 1 RMT c) 25mm Nominal bore Basic rate as per ssr item Area allowence on labour charges

BMW-F83 BMW-F84

1.00 Rmt

220.00

1.00 RMT

Rmt

33.00

1.00 Rmt

0%

220.00 0.00 220.00

add overheads @

14.00%

30.80 250.80

Total rate per 1 RMT D

40mm Nominal bore Basic rate as per ssr item

WS-DATA

BMW-F87

1.00 Rmt

346.00

1.00 RMT

346.00

P No 75

Sl. No

DESCRIPTION Area allowence on labour charges

ITEM CODE BMW-F88

COEF. 0%

UNIT Rmt

RATE 36.00

PER

UNIT

Amount (Rs.)

1.00 Rmt

0.00 346.00

add overheads @

14.00%

48.44

Total rate per 1 RMT E

394.45

50mm Nominal bore Basic rate as per ssr item

BMW-F89

Area allowence on labour charges

BMW-F90

1.00 Rmt

373.00

1.00 RMT

Rmt

55.00

1.00 Rmt

0%

373.00 0.00 373.00

14.00%

add overheads @

52.22

Total rate per 1 RMT F

425.25

65mm Nominal bore Basic rate as per ssr item

BMW-F91

Area allowence on labour charges

BMW-F90

1.00 Rmt

661.00

1.00 RMT

Rmt

55.00

1.00 Rmt

0%

661.00 0.00 661.00

14.00%

add overheads @

92.54

Total rate per 1 RMT 14

753.55

Supplying and fixing Gunmetal Gate ( GM peet ) valve as per IS-778 Class - I , Indian make heavy type including cost and conveyance of all materials , labour charges etc. complete for finished item of work. 15 mm dia nominal bore Basic rate as per ssr item

BMW-F21

Area allowence on labour charges

BMW-F22

1.00

Nos

0%

306.00

1.00 Nos

36.00

1.00

306.00

0.00

0.00 306.00

14.00%

add overheads @

42.84 348.85

Total rate per 1 No a) 20mm Nominal bore Basic rate as per ssr item

BMW-F19

Area allowence on labour charges

BMW-F20

1.00

Nos

0%

414.00

1.00 Nos

36.00

1.00

414.00

0.00

0.00 414.00

14.00%

add overheads @

57.96 472.00

Total rate per 1 No b) 25mm Nominal bore Basic rate as per ssr item

BMW-F17

Area allowence on labour charges

BMW-F18

1.00

Nos

0%

610.00

1.00 Nos

36.00

1.00

610.00

0.00

0.00 610.00

14.00%

add overheads @

85.40 695.40

Total rate per 1 No c) 40mm Nominal bore Basic rate as per ssr item

BMW-F25

Area allowence on labour charges

BMW-F26

1.00

Nos

1243.00 55.00

0%

1.00 Nos 1.00

1243.00

0.00

0.00 1243.00

14.00%

add overheads @

174.02 1417.05

Total rate per 1 No d) 50mm Nominal bore Basic rate as per ssr item

BMW-F27

Area allowence on labour charges

BMW-F28

1.00

Nos

1795.00 74.00

0%

1.00 Nos 1.00

1795.00

0.00

0.00 1795.00

14.00%

add overheads @

251.30 2046.30

Total rate per 1 No e

65 mm nominal bore Basic rate as per ssr item Area allowence on labour charges

BMW-F29 BMW-F30

1.00 0%

Nos

3424.00 92.00

1.00 Nos 1.00

3424.00

0.00

0.00 3424.00

WS-DATA

P No 76

Sl. No

DESCRIPTION

ITEM CODE

add overheads @

COEF.

UNIT

RATE

PER

UNIT

14.00%

479.36

Total rate per 1 No 15

Amount (Rs.)

3903.40

Supply and fixing of white glazed flat back bowl urinals of size 440 mm x 265 mm x 315 mm with internal rim flushing mm fixied with screws complete inidan make (HS W/Parry/Neycer) conforming to IS 2556 -1995 as approved be Engineer - in - charge 12.7 mm PVC connection with brass plumber union nuts CM Coated. including 12.70 mm push cock 1st qulaity of approved make including supply & fixing 31.75 m dia PVC flexible waser pipe of 914.40 mm lenght of 1st including cost and conveyance of all materials to site labour charges etc., complete for finished item of work for all floors Basic rate as per ssr item

BMW-D33

Area allowence on labour charges

BMW-D36

1.00

Nos

0%

690.00

1.00 Nos

115.00

1.00

690.00

0.00

0.00 690.00

14.00%

add overheads @

96.60 786.60

Total rate per 1 No 16

Construction of brick masonry support for GI pipe of size 304.80mm x 228.60mm x 228.60 mm in CM (1:8) prop including plastering and finishing with 12mm thick in CM (1:5) including cost and conveyance of all materials and all labour charges etc. complete Basic rate as per ssr item

BMW-i63

Area allowence on labour charges

BMW-i64

1.00

Nos

0%

62.00

1.00 Nos

18.00

1.00

62.00

0.00

0.00 62.00

14.00%

add overheads @

8.68 70.70

Total rate per 1 No 17

Supplying and fixing 150.00mmx100.00mm SWG gully trap 1st class confirming to ISI 651 & 4127with CI grating and constructing single brick masonry wall chamber of size 20" x 14" x 12” in CM (1:6) prop. Over a CC (1:5:10)prop. bed, and plastering 12mm thk. in CM (1:4) prop. both inside and outside surfaces and fitted with 304.8MM X 288.6 MM (12"X9") CI frame and hinged cover including labour for fixing and laying the SWG junctions/plugs/bends with air tightcement joints etc., complete including cost and conveyance of all materials to site, labour charges etc., complete for finished item of work as directed by Engineer-in-charge. Basic rate as per ssr item

BMW-A72

Area allowence on labour charges

BMW-A74

1.00

Nos

0%

530.00

1.00 Nos

23.00

1.00

530.00

0.00

0.00 530.00

14.00%

add overheads @

74.20 604.20

Total rate per 1 No 18

Supplying and fixing CI Nahani traps 100 mm dia Inlet- 75 mm (3") outlet pipe - 4 Kgs 1st quality ISI marked conforming to IS:1729-1979 with C.P. Grating fixing with white cement as per site requirements with standard practice for all floors including cost and conveyance of all materials to site, labour charges etc., complete for finished item of work. A

Basic rate as per ssr item Nahany trap BMW-C41 Area allowence on labour charges

BMW-C42

1.00

Nos

0%

279.00

1.00 Nos

45.00

1.00

279.00

0.00

0.00 279.00

14.00%

add overheads @

39.06 318.10

Total rate per 1 No B

Basic rate as per ssr item Nahany trap cover

BMW-i12

Area allowence on labour charges

BMW-i13

1.00

Nos

0%

26.00

1.00 Nos

15.00

1.00

26.00

0.00

0.00 26.00

14.00%

add overheads @

3.64 29.65

Total rate per 1 No

347.75

Total cost (A +B) 19

Supplying and fixing 580 mm x 440 mm long Orissa pan white glazed Water Closet 1st qualityISI marked confirming to IS:2556-Part-31981 with "P" or "S" trap Hindware / Parryware / Neycer with brick masonry seat, CC squatting plate and fixing 12.70mm dia NP Push cock 1st quality , P trap or S trap of Indian W.C. shall be encased on CC (1:2:4) 150mm alround well above the joint to stop leakage at the joint etc., complete including cost and conveyance of all materials to site, cost of CC bed, labour charges and seigniorage charges etc., complete for finished item of work. Basic rate as per ssr item

BMW-D04

Area allowence on labour charges

BMW-D06

Providing brick masonry seat

BMW-D09

1.00

Nos

0% 1.00

Nos

1052.00

1.00 Nos

288.00

1.00

253.00

1.00 Nos

1052.00

0.00

0.00 253.00 1305.00

add overheads @

WS-DATA

14.00%

182.70

P No 77

Sl. No

DESCRIPTION

ITEM CODE

COEF.

UNIT

RATE

PER

UNIT

Amount (Rs.) 1487.70

Total cost (A +B) 20

Providing and placing on terrace (at all floor levels) polyetheylene water storage tank with double layer approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet and outlets and over flow pipes but without fittings and base support for tanks including cost and conveyance of all materials and labour charges for placing and fixing in position as directed by Engineer-in-Charge. Basic rate as per ssr item

BMW-G01

Area allowence on labour charges

BMW-G02

1.00

Lit

0%

5.00

1.00 Lit

0.00

1.00

5.00 0.00

0.00 5.00

14.00%

add overheads @

0.70 5.70

Total rate per 1 Ltr 21

Supplying and fixing 609.6 mm x 457.2 mm x 254 mm RCC terrazo finished sink (or constructed at site with 50.80 mm thick) brass plug and chain incluiding CI cantilever brackets, 31.75 mm dia PVC flexible waste pipe 914.4 mmm length of 1st quality including cost and conveyance fo all materials labour charges etc., complete for finished item of work Basic rate as per ssr item

BMW-D40

Area allowence on labour charges

BMW-D41

1.00

Nos

0%

587.00

1.00 Nos

184.00

1.00

587.00

0.00

0.00 587.00

14.00%

add overheads @

82.18 669.20

Total rate per 1 No 22

Supply and fixing of stainless steel sink with drain board of size 914.4 mm x 457.2 mm 1 mm thick of indian make on cantilever brackets including 32 mm CP waste coupling including supply & fixing of 31.75 mm dia PVC flexible waste pipe of 914.4 mm length of 1st quality, chasing brick masonry wall and making good after construction i.e., restoring to original srufaces etc., complete including cost and conveyance of all materials and labour charges for all operations etc., complete for finished item of work in all floors Basic rate as per ssr item

BMW-I119

Area allowence on labour charges

BMW-I120

1.00

Nos

0%

5826.00

1.00 Nos

414.00

1.00

5826.00

0.00

0.00 5826.00

14.00%

add overheads @

815.64 6641.65

Total rate per 1 No 23

Supply & Fixing of 22" dia RCC Cover for manhole with nominal reinforecement 3" thick with hooks for lfifting including cost and conveyance of all materials, labour charges etc., complete for finished tiem of work Basic rate as per ssr item

BMW-I130

Area allowence on labour charges

1.00

Nos

598.00 0.00

0%

1.00 Nos 1.00

598.00

0.00

0.00 598.00

14.00%

add overheads @

83.72 681.75

Total rate per 1 No 24

Supply and fixing of 100 mm dia CI Vent pipe of 3 mts length double socket fitted with AC cowl and mosquito proof wire mesh including cost and conveyance of all materials to site and labour charges for placing and fixing in position etc., complete for finished item of work.

Basic rate as per ssr item

BMW-H05

Area allowence on labour charges

1.00

Nos

1765.00 0.00

0%

1.00 Nos 1.00

1765.00

0.00

0.00 1765.00

14.00%

add overheads @

247.10 2012.10

Total rate per 1 No 25

Supply and fixing of 75 mm dia CI Vent pipe of 3 mts lenth fitted with AC cowl and mosquito proof wire mesh including cost and conveyance of all materials to site and labour charges for placing and fixing in position etc., complete for finished item of work. Basic rate as per ssr item

BMW-H04

Area allowence on labour charges

1.00

Nos

1308.00 0.00

0%

1.00 Nos 1.00

1308.00

0.00

0.00 1308.00

14.00%

add overheads @

183.12 1491.15

Total rate per 1 No 26

Supply and fixing of CI pipes 101.6mm Single socket ISI marked confirming to IS: 1729 - 1979 of reputed make with cement caulked joints and paintaed black with japan paint and fixing with necessary woden blocks fixed in the masoery walls in CM (1.5:1) including fixing of MS clamps of necessary size and required no of Bombay nails etc., complete including cost and conveyance of all materials to site all labour charges sales and other taxes on all materials etc.,, complete for finished item of work all Floors a Basic rate as per ssr item

BMW-CO2

Area allowence on labour charges

BMW-CO7

1.00 0%

Nos

737.00

1.00 Nos

173.00

1.00

737.00

0.00

0.00 737.00

WS-DATA

P No 78

Sl. No

DESCRIPTION

ITEM CODE

COEF.

UNIT

RATE

PER

UNIT

14.00%

add overheads @

103.18 840.20

Total rate per 1 No 27

Amount (Rs.)

Supply and fixing of CI pipes 76.2 mm Single socket ISI marked confirming to IS: 1729 - 1979 of reputed make with cement caulked joints and paintaed black with japan paint and fixing with necessary woden blocks fixed in the masoery walls in CM (1.5:1) including fixing of MS clamps of necessary size and required no of Bombay nails etc., complete including cost and conveyance of all materials to b

site all labour charges sales and other taxes on all materials etc.,, complete for finished item of work all Floors Basic rate as per ssr item

BMW-CO1

Area allowence on labour charges

BMW-CO7

1.00

Nos

0%

645.00

1.00 Nos

173.00

1.00

645.00

0.00

0.00 645.00

14.00%

add overheads @

90.30 735.30

Total rate per 1 No 28

Constructing 457.2mm x 457.2mm (1'-6" x 1'-6") brick in CM (1:6) prop. Masonry inspection chamber upto 914.4mm (3'-0") and fitted with light weight 457.2mm x 457.2mm (1'-6" x 1"-6") frame and cover of 20kg., including cost and convenyance of all materials to site, all labour charges, sales and otehr taxes on all materials etc., complete for finished item of work Basic rate as per ssr item

BMW-B06

Area allowence on labour charges

1.00

Nos

0%

3020.00 0.00

1.00 Nos 1.00

3020.00

0.00

0.00 3020.00

add overheads @

14.00%

422.80

Total rate per 1 No 29

3442.80

Supply and Fixing of AC Cowls 88.9 mn dia with all necessary requirements including all operational , incidental sales and other taxes and all labour charges etc., complete including cost and convenyance of all materials complete for finished item of work for all Floors. Basic rate as per ssr item Area allowence on labour charges

BMW-I36 BMW-I37

1.00

Nos

0%

60.00

1.00 Nos

12.00

1.00

60.00

0.00

0.00 60.00

add overheads @

14.00%

8.40

Total rate per 1 No 30

68.40

Supply and Fixing of AC Cowls 63.50 mn dia with all necessary requirements including all operational , incidental sales and other taxes and all labour charges etc., complete including cost and convenyance of all materials complete for finished item of work for all Floors. Basic rate as per ssr item Area allowence on labour charges

BMW-I38 BMW-I39

1.00

Nos

0%

41.00

1.00 Nos

9.00

1.00

41.00

0.00

0.00 41.00

add overheads @

14.00%

5.74

Total rate per 1 No 31

46.75

Construction of 50.8mm thick RCM Baffle wall with 2.267 Kg steel and rabit wire mesh in CM (1:3) prop: with fine rendering in neat cement in septic tank including cost and convenyance of all materials to site, seigonarage charges sales and othe taxes on all materials , and all labour charges etc., complete for finished item of work. Basic rate as per ssr item

BMW-I95

Area allowence on labour charges

BMW-I97

1.00

Nos

0%

213.00

1.00 Nos

36.00

1.00

213.00

0.00

0.00 213.00

14.00%

add overheads @

29.82 242.85

Total rate per 1 No 32

Supply and Fixing of C.I. (Spun ) Soil waste and ventilating pipe of 3.00 Mt length of 100mm dia with double socket for vent over septic tank including cost and convenyance of all materials to site, all labour charges sales and all other taxes on all materials etc., complete for finished item of work. Basic rate as per ssr item

BMW-H05

Area allowence on labour charges

1.00

Nos

0%

Basic rate as per ssr item

BMW-I36

Area allowence on labour charges

BMW-I37

1.00 0%

Nos

1765.00

1.00 Nos

0.00

1.00

60.00

1.00 Nos

12.00

1.00

1765.00

0.00

0.00 60.00

0.00

0.00 1825.00

add overheads @ Total rate per 1 No

WS-DATA

14.00%

255.50 2080.50

P No 79

Sl. No 33

DESCRIPTION

ITEM CODE

COEF.

UNIT

RATE

PER

UNIT

Amount (Rs.)

Supply and Fixing of 914.4mm x 457.2mm Light Weight CI Manhole Frame and Cover (30 Kgs) complete for finished item of work including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work. Basic rate as per ssr item

BMW-I86

Area allowence on labour charges

BMW-I88

1.00

Nos

1645.00 115.00

0%

1.00 Nos 1.00

1645.00

0.00

0.00 1645.00

14.00%

add overheads @

230.30 1875.30

Total rate per 1 No 34

Supply and Fixing of CI Steps for Septic Tank / Manhole complete for finished item of work including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work. Basic rate as per ssr item

BMW-I89

Area allowence on labour charges

BMW-I90

1.00

Nos

0%

53.00

1.00 Nos

9.00

1.00

53.00

0.00

0.00 53.00

14.00%

add overheads @

7.42 60.45

Total rate per 1 No 35

Supply and Fixing 10 Litres capacity Single Flush white PVC low level flushing system parryware, slimline with internal components and short bend including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work for all floors. Basic rate as per ssr item

BMW-G08

Area allowence on labour charges

1.00

Nos

1323.00 0.00

0%

1.00 Nos 1.00

1323.00

0.00

0.00 1323.00

14.00%

add overheads @

185.22 1508.25

Total rate per 1 No 36

Supply & Fixing 4" dia (101.6 mm) CI Plug (Door) bends 1st quality ISI marked conforming to IS : 1729-1979 with cement caulked joints and fixing as per site requirements with standard practice including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work for all floors. Basic rate as per ssr item Area allowence on labour charges

BMW-C12 BMW-C14

1.00

Nos

0%

332.00

1.00 Nos

55.00

1.00

332.00

0.00

0.00 332.00

14.00%

add overheads @

46.48 378.50

Total rate per 1 No 37

Supply & Fixing 3" dia (76.2 mm) CI Plug (Door) bends 1st quality ISI marked conforming to IS : 1729-1979 with cement caulked joints and fixing as per site requirements with standard practice including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work for all floors. Basic rate as per ssr item

BMW-C11

Area allowence on labour charges

BMW-C14

1.00

Nos

0%

284.00

1.00 Nos

55.00

1.00

284.00

0.00

0.00 284.00

14.00%

add overheads @

39.76 323.80

Total rate per 1 No 38

Manufacture, supply & delivery of 50mm of outer dia HDPE pipes of 6Kg/Sqcm. conforming to IS 4984 - 1995 including transportation to site including laying and jointing of HDPE pipes as per BIS No.7634 Part -II/75 including fixing required specials /fittings including excavation of trenches up to 0.50 mts depth in all soils except rock requires blasting and refilling trenches after laying and jointing of pipes as per standard specifications including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work. Basic rate as per ssr item

Table 17.1/PH

1.00

RMT

49.00

1.00 RMT

Labour charges for laying and jointing 12-b / PH Area allowence on labour charges

49.00

RMT 1.00 0%

RMT

21.00

1.00

21.00

21.00

0.00 70.00

add overheads @ Total rate per 1Rmt 39

14.00%

9.80 79.80

Construction of 60,000 liters capacity OHSR(VRCC) with 12.7 mts staging without seismic analysis including fixtures OF rcc OR ALLUMINIUM LADDER INSIDE 0.45 Mtrs wide, MS ladder on the outside . Lighting including condutor & earthing etc., RCC ventilators with copper or stainless steel skyproof mesh, Manhole frame and cover 0.75x0.75mts with frame as per IS specifications (light duty - 2 Nos), Ralling with 32mm dia GI pipes (A class in 2 nos alround OHSR fixed in RCC (1:2:4) poles of size 100x75x75mm with 1.50mts intervals alround periphery on top of the OHSR for smaller capacities,Water level indicator of good quality with ebonite /copper float approved pattern - 1 no

WS-DATA

P No 80

Sl. No

DESCRIPTION

ITEM CODE

COEF.

UNIT

RATE

PER

UNIT

Amount (Rs.)

a . RCC or allumininum ladder inside 0.45mts wide b. MS ladder on the outside c. Lighting including condutor & earthing etc., d. RCC ventilators with copper or stainless steel skyproof mesh e. Manhole frame and cover 0.75x0.75mts with frame as per IS specifications (light duty - 2 Nos) f. Ralling with 32mm dia GI pipes (A class in 2 nos alround OHSR fixed in RCC (1:2:4) poles of size 100x75x75mm with 1.50mts intervals alround periphery on top of the OHSR for smaller capacities g. Water level indicator of good quality with ebonite /copper float approved pattern - 1 no 45.e / PH

1.00

Add for difference in cost of cement

(5400-5500)*0.00007

Add for difference in cost of steel

(42000-41000)*0.00002

Lt

20.94

1.00 Lt

20.94 -0.01 0.02 20.95

Add 10% extra for rural area allowence 2.10 23.05 14.00%

add overheads @

3.23 26.30

Total rate per 1 Lt 40

Supply and fixing of the following fixtures a)

80mm dia x 2.00 mts CI D/F pipes Table 26/PH Add overheads @

1.00

Kg

58.00

1.00 Kg

14.00%

8.12 66.15

Total rate per 1 Kg b)

80mm dia x 1.00 CI D/F pipes initiate cost only 1.00 Add overheads @

Kg

58.00

1.00 Kg

8.12 66.15

80mm dia x flonged spigot CI tail pieces 1.00 Add overheads @

Kg

58.00

1.00 Kg

8.12 66.15

80mm dia CI sluice valves Table 27.1 Add overheads @

1.00

nos

4468.00

1.00 nos

14.00%

625.52

80mm dia CI duct foot bends Table 24-VI / PH Add overheads @ Total rate per 1 Kg

f)

4468.00

5093.55

Total rate per 1 Nos e)

58.00

14.00%

Total rate per 1 Kg d)

58.00

14.00%

Total rate per 1 Kg c)

58.00

1.00 14.00%

Kg

88.00

1.00 Kg

88.00 12.32 100.35

Rubber packing 3/6mm thick

WS-DATA

P No 81

Sl. No

DESCRIPTION

ITEM CODE Table 36-4 / PH

COEF.

UNIT

1.00

RATE kg

77.00

PER

UNIT

1.00 kg

Amount (Rs.) 77.00

Add overheads @ 14.00%

10.78 87.80

Total rate per 1 Kg g)

Bolts & nuts Table 36-5 / PH Add overheads @

1.00

Kg

93.00

1.00 Kg

14.00%

13.02 106.05

Total rate per 1 Kg 41

93.00

Construction of Perforated Dry Brick Masonry without using CM and keeping vertical dry joints of 15 to 20mm as directed by the Engineer – in – Charge including cost and conveyance of all amterials to site seignorage charges, sales and other taxes, all labour charges etc., complete item of work for Soak Pit.

Cost of Bricks

322.50

654 Nos.

3945.83

1000 Nos.

2580.57

98.10 Nos.

3945.83

-1000 Nos.

-387.09

Brick layer

1.28 Each

315.00

1 Each

403.20

Man Mazdoor

0.64 Each

250.00

1 Each

160.00

Women Mazdoor

1.93 Each

250.00

1 Each

482.50

Deduct 15% for perforation

Rate per Cum

WS-DATA

3239.19

P No 82

SUB ESTIMATE : PROVIDING ELECTRIFICATION

Construction of Government Junior College Building at Bearpur (V) Sarangapur (M) Karimnagar District under NABARD RIDF - XVIII S. NO.

Quantity

Description of Work

Unit

Rate (Rs.)

Amount (Rs.)

in fig. CONDUIT PIPE 1

600

RM

Supply and Fixing of 25mm dia 2mm thick PVC pipe (ISI MARK) concealed in Roof Slabs with all required accessories including masonary work and labour charges etc., complete. Make : Sudhakar/ Maco Plast / Modi

ONE RM

52.45

31470.00

2

250

RM

Supply and Fixing of 25mm dia 1.5mm thick P.V.C. pipe (ISI MARK) concealed in wall with all required accessories including masonary work for light, fan and separate plug point with well seasoned TW box including all labour charges etc., complete. Make : Sudhakar/ Maco Plast / Modi

ONE RM

57.15

14288.00

WIRING 3

160

PTS Wiring with 2 runs of 14/0.3mm (1.0 Sq.mm) Fire Retardant (FR) P.V.C. insulated flexible copper cable (ISI MARK) in existing pipe with 6A switch, Ceiling rose and 3mm thick hylam sheet covering to switch control box including all labour charges etc., comp Make : Finolex / RR Kabel / KEI

POINT

334.20

53472.00

4

0

PTS Wiring with 2 runs of1.0 Sqmm PVC insulated flexible copper cable, (phase,neutral) in the metalic/nonmetalic conduit pipe with 6A flush type two way switch control, ceiling rose and 3mm thick hylam sheet covering to MS switch control box including all labour charges etc., complete for staircase in Residential buildings as required. Make: Finolex L&T.

Point

491.10

0.00

5

24

PTS Supply and fixing of 6A 3 pin wall plug socket with 6A switch control on a common switch board with earth continuity including wire leads, earth connections along with all labour charges etc., complete. Makes : Anchor Penta cherry/ Gold Medal Olive /Million Zoom

POINT

87.90

2110.00

6

0

PTS wiring with 2 runs of 14/0.3(1.0 Sqmm) PVC insulated FR flexible copper cable,(phase,neutral) in the metalic/nonmetalic conduit pipe with 6A flush type switch control, switch control box including all labour Charges etc., complete. Make : Finolex / RR Kabel / KEI

Point

193.45

0.00

7

8

NOS Supply and Fixing of 16A 3pin and 6A 3pin plug socket with and 16A switch control duly recessed in wall with MS switch deep box of 6" x8" x2 1/2" size covered with hylam sheet including earth connections and all labour charges etc., complete. Plug Socket. Makes : Gold Medal OLIVE / ANCHOR Penta cherry / Million ZOOM.

EACH

426.90

3415.00

8

0

NOS Supply and fixing of cat-6 RJ-45information outlets including dual face plate with MS box with modular plate cover with screws connections etc., Makes: Belden/D link/Legrand

EACH

548.20

0.00

9

450

RM

Supply and run of 1 of 14 /0.3mm (1.0 Sq.mm) FR P.V.C. insulated flexible copper cable in existing pipe for earth continuity including all labour charges etc., complete. Make : Finolex / RR Kabel / KEI

ONE RM

15.05

6773.00

10

600

RM

Supply and run of 2 of 2.5 Sq mm PVC insulated flexible copper cable and 1 run of 1.00 Sq mm flexible PVC insulated flexible copper cable in the existing conduit pipe for run of mains from main panel board to TPN DB'S to swithc boards connections etc.,

ONE RM

72.80

43680.00

11

550

RM

Supply and 2 runs of 4.0 sq mm PVC insulated flexible copper cable and 1 run of 2.5 sq.mm flexible PVC insulated copper cable for earthing in the existing conduit pipe for power point including labour charges for 16A sockets. Make : Finolex / RR Kabel / KEI

ONE RM

111.35

61243.00

RUN OF MAINS

P No 83

S. NO.

Quantity

Description of Work

Unit

Rate (Rs.)

Amount (Rs.)

in fig. 12

100

RM

Supply and run of 4 of 10 Sq mm PVC insulated flexible copper cable and 1 run of 4 Sq mm PVC insulated flexible copper cable in the existing conduit pipe for run of mains from main panel board to TPN DB'S with pin type lugs and connections etc.,complete

ONE RM

392.85

39285.00

P No 84

S. NO.

Quantity

Description of Work

Unit

Rate (Rs.)

Amount (Rs.)

in fig. LIGHT FITTINGS 13

30

NOS Supply, Transportation and fixing of 4' - 40 Watt box type flourescent single Tube Light fitting with Energy saving electronic ballast, consuming 28 W suitable for 40 Watt tube on varnished teak wood round blocks with flexible 3 core wire etc.,, complet Makes : Chowk: Trinic , tube : Surya / Havells / HPL / Fortune art

EACH

971.50

29145.00

14

30

NOS Supply and fixing of batten holder / slanting holder in lieu of ceiling rose of light point complete with all connections and all labour charges with 40W bulb (for new installation). Makes : Gold Medal /Million / Vimal

EACH

43.00

1290.00

15

4

NOS Supply of 1200 mm (48") sweep 230V, A.C 50 Hz.Ceiling fan with 3 Blades and double ball bearings with all standard accessories. Makes: Crompton Decora / Bajaj Ultima /Havells Velocity / Usha Astra / Orient PSPO.

EACH

1626.10

6504.00

16

60

NOS Supply and erecting Electronic type regulator for ceiling fans 1200 mm sweep complete erected on existing board. Make : Anchor Penta Cherry / Gold Medal Olive / Million Zoom

EACH

269.70

16182.00

17

4

NOS Labour charges for Fixing of Ceiling fan and regulator including transportation and giving connections with twin core wire etc., complete.

EACH

92.90

372.00

18

2

NOS Supply of fresh air exhaust fan of heavy duty 250V A.C.50Hz.. 300mm size (12") 900 R.P.M etc., complete. Makes: CG / Bajaj / Havells/ Orient.

EACH

2671.45

5343.00

19

2

NOS Labour charges for fixing of Exhaust fan in wall with necessary connections and masonary work of making hole, finishing etc., complete

EACH

413.00

826.00

20

2

Nos

Supply of 1x40W weather proof flourescent streetlight fitting comprising canopy of sheet Aluminium in stove enamel finish with copper / VPIT ballast, capacitor, tube and starter etc., complete. Makes: Phillips / GE / Wipro /Thorn

EACH

1504.50

3009.00

21

2

NOS Fixing of 40W street light luminaire to the wall with 1.0 Mtr., 25mm dia GI pipe bracket and anti tilting MS flat etc., including giving connections and labour charges etc., complete.

EACH

475.80

952.00

22

8

EACH

3226.50

25812.00

23

1

NOS Supply and fixing TPN - Vertical type Distribution board with IP -43 Protection with 125A, 4 Pole 25 kA MCCB as incomer with 4Nos 63A TP MCBs and 12 Nos. 10 kA SPMCBs as outgoing including internal connection and labour charges for flush mounting etc.

EACH

17058.00

17058.00

24

2

NOS Supply and fixing TPN Distribution board with IP-43 protection (Metal EACH Door) suitable for 3 phase ELCB / RCCB / FP Isolator as incomer and 10kA SP MCBs as outing going including internal connection and labour charges for flush mounting etc., complete. 40A 4 Pole isolater 1 No 10KA 6-32 A range SPMCBS 8Nos for Outgoing. Make: MDS / SCHNEIDERS.

6472.30

12945.00

25

0

NOS Supply and fixing TPN Distribution board with IP-43 protection (Metal EACH Door) suitable for 3 phase ELCB / RCCB / FP Isolator as incomer and 10kA SP MCBs as outing going including internal connection and labour charges for flush mounting etc., complete. 63 A FP Isolater 1 No, 6-32 A SPMCB's 8 Nos .Make :MDS / SCHNEIDERS.

5726.20

0.00

DISTRIBUTION BOARDS NOS Supply and fixing 8 way SPN Distribution board with IP-43 protection (Metal Door) suitable for single phase ELCB / RCCB / DP Isolator as incomer and 10kA SP MCBs as outing going including internal connection and labour charges for flush mounting etc., complete. 40A Double Pole isolater 1 No 10KA 6-32 A range SPMCBS 6Nos for Outgoing. Make: Miltec / Sputnik / Crystal / Bentec.

P No 85

S. NO.

Quantity

Description of Work

Unit

Rate (Rs.)

Amount (Rs.)

in fig. 26

0

RM

27

3

28

1

NO

29

20

30

supply of 35 sqmm 3.5 core PVC XLPE armourd cable 1100V Grade with ISI Mark Standard / Solid Alluminium Conductor. Make : Universal/NICCO/Torrent/CCI

246.20

0.00

EACH

1888.30

5665.00

Supply and Fixing of 3 phase meter Box, 3 Nos 100 A fuse units, Neutral link, on T.W block with all accessaries etc., complete for finished items of work.

EACH

3174.00

3174.00

RM

Supply and laying of 2 pair telephone wire in the existing metallic/non metallic conduit pipe with connections etc.,complete Makes: million/payal/goldmedal/powerflex

RMT

15.00

300.00

1

NO

Supply and fixing of telephone jack type socket with top on MS box with modular plate cover with screws connections etc., Makes: Gold Medal Olive / Million zoom

EACH

203.70

204.00

31

10

RM

Supply and laying of LAN cable Cat-6(A) UTP CABLE in the existing metallic/non metallic conduit pipe with connections etc.,complete Makes:D Link/Finolex

RMT

30.70

307.00

32

1

Nos

Supply of 18W pin type CFL Lamp of Makes:Wipro/Bajaj/Phillips/Thorn

Each

115.00

115.00

TOTAL:

384939.00

EARTHING NOS Providing independent earthling by excavating a trench to a depth of 2.1 M in all soils, as per size specified in the Data, using 40mm dia 'B' class GI pipe of 2.5 Mtrs length with necessary accessories with hume pipe ring duly providing staggered holes

ONE RM

AEE/AE

Dy. Executive Engineer

Executive Engineer

Jagithyal

Jagithyal

Karimnagar

Superintending Engineer Hyderabad

P No 86

Standard Data Electrical Items SSR 2012-13

Construction of Government Junior College Building at Bearpur (V) Sarangapur (M) Karimnagar District under NABARD RIDF - XVIII Area allowence Overheads and contractors profit on materials Overheads and contractors profit on labour Index Specific -code ation No.

Description

Unit

QTY

Rate Rs.

2

3

4

5

1

1

1.4.2 (C)

0% Amount Rs.

ohr

6

Supply and Fixing of 25mm dia 2mm thick PVC pipe (ISI MARK) concealed in Roof Slabs with all required accessories including masonary work and labour charges etc., complete. Make : Sudhakar/ Maco Plast / Modi Taking Output = 100 M a) Material

elec-1.2.4

25mm dia 2mm thick PVC pipe

100 M

1

3030.00

3030.00

ele-1.2.39

25mm dia 1,2,3 & 4 way deep Junction Box

Each

12

24.20

290.40

Each

12

6.10

elec-1.2.44 25mm PVC bends

73.20 3393.60

Add contr profit @14% on material

0.00

0.00

Total material cost

3393.60

b) Labour charges : elec-8.1.77 Skilled Electrician

day

2

355.00

710.00

elec-8.1.78 Semi skilled Electrician

day

2

285.00

570.00

elec-8.1.85 Helpers

day

2

285.00

570.00

Add area allowence on labour charges @

0%

Add contr profit @14% on Labour

0%

0.00 1850.00

C) Cost for 100 RM

5243.60

Rate per Metre = C/100

2

1.4.2 (b)

0.00 52.45

Note : 1. If 25mm dia PVC / MS pipes are used for light / fan point, the cost ofdiasheet metal well pipe seasoned Supply and add Fixing of 25mm 1.5mm thick / P.V.C. (ISI MARK) concealed in wall with all required wooden board / box. masonary work for light, fan and separate plug point with well seasoned TW box accessories including including all labour charges etc., complete. Make : Sudhakar/ Maco Plast / Modi Taking Output = 100 M a) Material

elec-1.2.3

25mm dia 1.5mm thick PVC pipe

100 M

1

2420.00

100 Nos

2

40.00

80.00

elec-1.4.12 8"x10" TW deep boxes

Each

2

44.00

88.00

ele-1.2.39

Each

12

24.20

290.40

Each

12

6.10

73.20

kg

50

5.60

elec-8.1.10 U' Links

25mm dia 1,2,3 & 4 way deep Junction Box

elec-1.2.44 25mm PVC bends elec-8.1.54 Cement

2420.00

280.00 3231.60

Add contr profit @14% on material

0.00

0.00

Total material cost

3231.60

b) Labour charges : elec-8.1.77 Skilled Electrician

day

2

355.00

710.00

elec-8.1.78 Semi skilled Electrician

day

2

285.00

570.00

elec-8.1.85 Helpers

day

2

285.00

570.00

elec-8.1.79 Mason Ist class

day

2

315.00

630.00

Add area allowence on labour charges @

0%

Add contr profit @14% on Labour

0%

C) Cost for 100 RM Rate per Metre = C/100

El Data

0.00 2480.00

0.00 5711.60 57.15

P No 87

7

Index Specific -code ation No.

Description

Unit

QTY

Rate Rs.

2

3

4

5

1

3

2.1.1

Amount Rs.

ohr

6

7

Wiring with 2 runs of 14/0.3mm (1.0 Sq.mm) Fire Retardant (FR) P.V.C. insulated flexible copper cable (ISI MARK) in existing pipe with 6A switch, Ceiling rose and 3mm thick hylam sheet covering to switch control box including all labour charges etc., comp Make : Finolex / RR Kabel / KEI Taking Output = 6 Points a) Material

elec-1.5.1

14/0.3mm (1.00 Sqmm) flexible copper wire

elec-1.7.1

6A Switch @18/- each

FRLS PVC insulated

elec-1.7.15 6A 3 way Ceiling Rose@21/-each elec-1.4.19 25 x 20 cms (10" x8") Hylam sheet 3mm thick

100 M

1

1001.00

1001.00

each

6

18.00

108.00

each

6

21.00

126.00

no

1

44.00

44.00 1279.00

Add contr profit @14% on material

0.00

0.00

Total material cost

1279.00

b) Labour charges : elec-8.1.77 Skilled Electrician

day

0.6

355.00

213.00

elec-8.1.78 Semi skilled Electrician

day

1.2

285.00

342.00

elec-8.1.85 Helpers

day

0.6

285.00

171.00

Add area allowence on labour charges @

0%

Add contr profit @14% on Labour

0%

0.00 726.00

0.00

C) Cost for 6 Points

2005.00

Rate per Point = C/6

334.20

Wiring with 2 runs of1.0 Sqmm PVC insulated flexible copper cable,(phase,neutral) in the metalic/nonmetalic conduit pipe with 6A flush type two way switch control, ceiling rose and 3mm thick hylam sheet covering to MS switch control box including all labour charges etc., complete for staircase in Residential buildings as required. Make: Finolex L&T.

4

Rate as per light point in non residential Building=327.40 For stair case

5

2.1.4

1

1.5

327.40

491.10

Supply and fixing of 6A 3 pin wall plug socket with 6A switch control on a common switch board with earth continuity including wire leads, earth connections along with all labour charges etc., complete. Makes : Anchor Penta cherry/ Gold Medal Olive /Million Zoom Taking Output = each a) Material

elec-1.7.4

6A 3 pin / 2 pin Socket

each

1

27.00

27.00

elec-1.7.1

6A 1 way flush type switch

each

1

18.00

18.00

Add contr profit @14% on material

0.00

45.00 0.00

Total material cost

45.00

b) Labour charges :

.

elec-8.1.77 Skilled Electrician

day

0.067

355.00

23.79

elec-8.1.85 Helpers

day

0.067

285.00

19.10

Add area allowence on labour charges @

0%

Add contr profit @14% on Labour

0%

Rate per each

0.00 42.88

0.00 87.90

Note : Labour Charges proposed for 1point considering 15 per day

El Data

P No 88

Index Specific -code ation No.

Description

Unit

QTY

Rate Rs.

2

3

4

5

1

Amount Rs.

ohr

6

wiring with 2 runs of 14/0.3(1.0 Sqmm) PVC insulated FR flexible copper cable,(phase,neutral) in the metalic/nonmetalic conduit pipe with 6A flush type switch control, switch control box including all labour Charges etc., complete. Make : Finolex / RR Kabel / KEI

6

Taking out put=15 Points a) Materials elec 1.5.1

14/0.3(1.0Sqmm)FRLS copper wire

elec 1.7.1

6A switch@ 18/- each

elec 1.7.4

6A 3pin /2pin socket

PVC

insulated

flexible 100M

1

1001.00

1001.00

each

15

18.00

270.00

each

15

27.00

405.00

0.00

0.00

Add contractor profit @ 14% on materail. Total material cost

1676.00

Labour charges :

7

elec 8.1.77 Skilled Electrician

day

1.5

355.00

445.50

elec 8.1.78 Semi skilled Electricinan

day

1.5

285.00

390.00

elec 8.185

Helpers

day

1.5

285.00

390.00

Add area allowence on labour charges @

0%

0.00

Add contractor profit @ 14% on labour.

0%

0.00

2.1.5

Cost for 15.points

2901.50

Rate per point=/15

193.45

Supply and Fixing of 16A 3pin and 6A 3pin plug socket with and 16A switch control duly recessed in wall with MS switch deep box of 6" x8" x2 1/2" size covered with hylam sheet including earth connections and all labour charges etc., complete. Plug Socket. Makes : Gold Medal OLIVE / ANCHOR Penta cherry / Million ZOOM. Taking Output = each a) Material

elec-1.3.5

20 x 15 cms (8" x6") MS switch deep box

elec-1.4.18 21.6 x 16.6 cms (8.5 x 6.5") sheet

3mm thick hylam

elec-1.7.11 16A 3 pin / 6A 3pin plug socket (5 in 1)

each

1

162.00

162.00

each

1

26.40

26.40

each

1

146.00

146.00 334.40

Add contr profit @14% on material

0.00

0.00

Total material cost

334.40

b) Labour charges : elec-8.1.77 Skilled Electrician

day

0.1

355.00

35.50

elec-8.1.78 Semi Skilled Electrician

day

0.1

285.00

28.50

elec-8.1.85 Helpers

day

0.1

285.00

28.50

Add area allowence on labour charges @

0%

Add contr profit @14% on Labour

0%

0.00 92.50

Rate per each

0.00 426.90

Note : Labour Charges proposed for 10 jobs per day Supply and fixing of cat-6 RJ-45information outlets including dual face plate with MS box with modular plate cover with screws connections etc., Makes: Belden/D link/Legrand

8

a) Material elec-7.1.5

cat-6 RJ 45 information oulet

1

340.00

340.00

elec-1.3.1

MS box

1

54.00

54.00 0.00

El Data

P No 89

7

Index Specific -code ation No.

Description

Unit

QTY

Rate Rs.

2

3

4

5

1

Amount Rs.

ohr

6 394.00

Add contr profit @14% on material

0.00

0.00

Total for material

394.00

b) Labour charges : elec-8.1.77 Skilled Electrician

day

0.2

315.00

63.00

elec-8.1.78 Semi Skilled Electrician

day

0.2

285.00

57.00

elec-8.1.85 Helpers

day

0.12

285.00

34.20

Add area allowence on labour charges @

0%

Add contr profit @14% on Labour

0%

0.00 154.20

0.00

Sundries C) Cost for each

9

3.1.2

548.20

Supply and run of 1 of 14 /0.3mm (1.0 Sq.mm) FR P.V.C. insulated flexible copper cable in existing pipe for earth continuity including all labour charges etc., complete. Make : Finolex / RR Kabel / KEI Taking Output = 100 M a) Material

elec-1.5.1

14/0.3mm FR PVC copper cable Add contr profit @14% on material

100 M

1

1001.00

0.00

1001.00 0.00

Total material cost

1001.00

b) Labour charges : elec-8.1.77 Skilled Electrician

day

0.34

355.00

120.70

elec-8.1.78 Semi Skilled Electrician

day

1

285.00

285.00

elec-8.1.85 Helpers

day

0.34

285.00

96.90

Add area allowence on labour charges @

0%

Add contr profit @14% on Labour

0%

0.00 502.60

C) Cost for 100 RM

0.00 1503.60

Rate per Metre = C/100

15.05

Note : Labour Charges considered for 150 M / day

10

3.1.4.a

Supply and run of 2 of 2.5 Sq mm PVC insulated flexible copper cable and 1 run of 1.00 Sq mm flexible PVC insulated flexible copper cable in the existing conduit pipe for run of mains from main panel board to TPN DB'S to swithc boards connections etc., Taking Output = 100 M a) Material

elec-1.5.3

36/0.3mm (2.5 sqmm) FR PVC copper cable

100 M

2

2389.20

4778.40

elec-1.5.1

14/0.3mm FR PVC copper cable

100 M

1

1001.00

1001.00 5779.40

Add contr profit @14% on material

0.00

0.00

Total material cost

5779.40

b) Labour charges : elec-8.1.77 Skilled Electrician (2.0 + 0.5)

day

1.005

355.00

356.78

elec-8.1.78 Semi skilled Electrician (6 + 1.5)

day

3

285.00

855.00

elec-8.1.85 Helpers (2.0 + 0.5)

day

1.005

285.00

286.43

Add area allowence on labour charges @

El Data

0%

0.00

P No 90

7

Index Specific -code ation No.

Description

1

Unit

QTY

3

4

2 Add contr profit @14% on Labour

0%

Rate Rs.

Amount Rs.

ohr

5

6

1498.20

0.00

Sundries C) Cost for 100 RM

7277.60

Rate per Metre = C/100

11

3.1.5

72.80

Supply and 2 runs of 4.0 sq mm PVC insulated flexible copper cable and 1 run of 2.5 sq.mm flexible PVC insulated copper cable for earthing in the existing conduit pipe for power point including labour charges for 16A sockets. Make : Finolex / RR Kabel / KEI

elec- 1.5.4

2 run of 4.0 sq.mm wire

1

2

3478.20

6956.40

elec- 1.5.3

1 run of 2.50 sq. mm wire

1

1

2389.20

2389.20 9345.60

Add contr profit @ 14% on material

0

0.00

Total material cost

9345.60

Labour Charges Skilled Electrician (1.0 + 0.34)

day

1.34

315.00

422.10

Semi skilled Electrician (3+1)

day

4

285.00

1140.00

Helpers(1.0 + 0.34)

day

1.34

285.00

381.90

Add area allowence on labour charges @

0%

Add contr profit @ 14% on Labour

0%

0.00 1786.38

Cost per 100 Rmt

11289.60

Rate per Metre = C/100

12

3.3.7

0.00 111.35

Supply and run of 4 of 10 Sq mm PVC insulated flexible copper cable and 1 run of 4 Sq mm PVC insulated flexible copper cable in the existing conduit pipe for run of mains from main panel board to TPN DB'S with pin type lugs and connections etc.,complete Taking Output = 100 M a) Material

elec-1.5.6 1.5.4

140/0.3mm (10 Sq.mm) FR PVC flexible copper cable

100 M

56/0.3 (4.0 sqmm) FR PVC flexible copper cable

4

8223.60

32894.40

1

3478.20

3478.20

Add contr profit @14% on material

0.00

Total material cost

36372.60

b) Labour charges : elec-8.1.77 Skilled Electrician (2.0 + 0.5)

day

2

315.00

630.00

elec-8.1.78 Semi skilled Electrician (6 + 1.5)

day

6

285.00

1710.00

elec-8.1.85 Helpers (2.0 + 0.5)

day

2

285.00

570.00

Add area allowence on labour charges @

0%

Add contr profit @14% on Labour

0%

0.00 2910.00

0.00

Sundries C) Cost for 100 RM Rate per Metre = C/100

39282.60 392.85

Note : Labour Charges considered for 100 M / day

13

El Data

Supply, Transportation and fixing of 4' - 40 Watt box type flourescent single Tube Light fitting with Energy saving electronic ballast, consuming 28 W suitable for 40 Watt tube on varnished teak wood round blocks with flexible 3 core wire etc.,, complet Makes : Chowk: Trinic , tube : Surya / Havells / HPL / Fortune art a) Material elec-3.6.8 4' x 40 watts box type flourscent light fitting. each 1 850.50 850.50 elec-3.7.16 Lamp cost of 40W each 1 45.00 45.00 8.2.2

P No 91

7

Index Specific -code ation No.

Description

1

Unit

QTY

3

4

5

each

2

6.00

2

elec-8.1.35 Tw Round blocks Rate per each Add contr profit @14% on material

Rate Rs.

0.00

Amount Rs.

ohr

6 12.00 907.50 0.00

Total for material

907.50

a) Labour charges

elec-8.1.77 Skilled Electrician

day

0.10

355

elec-8.1.78 Semi Skilled Electrician

day

0.10

285

35.50 28.50 971.50

Labour for 1 No

Supply and fixing of batten holder / slanting holder in lieu of ceiling rose of light point complete with all connections and all labour charges with 40W bulb (for new installation). Makes : Gold Medal /Million / Vimal

14

Taking Output = each a) Material elec-1.7.16 PVC batten holder

each

1

20.00

20.00

elec-3.7.1

each

1

12.00

12.00

each

1

21.00

-21.00

40W bulb

elec-1.7.15 Deduct Cost of Ceiling Rose

11.00 Add contr profit @14% on material

0.00

0.00

Total for material

11.00

b) Labour charges : elec-8.1.77 Skilled Electrician

day

0.05

355.00

17.75

elec-8.1.85 Helpers

day

0.05

285.00

14.25

Add area allowence on labour charges @

0%

Add contr profit @14% on Labour

0%

0.00 32.00

Rate per each

0.00 43.00

Note : 1. The Cost of Ceiling Rose may be deducted in view of holder. 2. Labour Charges proposed for 20 jobs per day Supply of 1200 mm (48") sweep 230V, A.C 50 Hz.Ceiling fan with 3 Blades and double ball bearings with all standard accessories. Makes: Crompton Decora / Bajaj Ultima /Havells Velocity / Usha Astra / Orient PSPO.

15

a) Material elec-5.1.1

1200 mm (48") Ceiling Fan

each

Transportation Charges on Unit Cost

16

33

1

1610.00

1%

16.10

1

220.00

1610

16.10 1626.10 Add contr profit @14% on material 0.00 0.00 Total material cost 1626.10 Supply and erecting Electronic type regulator for ceiling fans 1200 mm sweep complete erected on existing board. Make : Anchor Penta Cherry / Gold Medal Olive / Million Zoom a) Material

elec-1.7.14 Steeped type Electronics type Regulator Add contr profit @14% on material Total material cost

El Data

M 0.00

220.00 0.00 220.00

P No 92

7

Index Specific -code ation No.

Description

Unit

QTY

Rate Rs.

2

3

4

5

day

0.1

285.00

1

Amount Rs.

ohr

6

b) Labour charges. elec-8.1.78 Semi skilled Electrician

28.50

Sundries.

21.20

Add area allowence on labour charges @

0%

0.00

Add contr profit @14% on Labour

0%

0.00

Rate per Each

269.70

Note : Labour is Considered for 10 jobs / day Labour Charges Labour charges for Fixing of Ceiling fan and regulator including transportation and giving connections with twin core wire etc., complete.

17

a) Material elec-1.6.8

23/0060 Twin Core wire

M

1

9.90

9.90

Unforseen item works, such as painting to down rod, screws etc.,

LS

1

3.00

3.00 12.90

Add contr profit @14% on material

0.00

0.00

Total for material

12.90

b) Labour charges. elec-8.1.77 Skilled Electrician

day

0.125

355.00

44.38

elec-8.1.85 Helper

day

0.125

285.00

35.63

Add area allowence on labour charges @

0%

Add contr profit @14% on Labour

0%

0.00 80.00

0.00

Rate per Each

92.90

Note : Labour is Considered for 8 fans / day Supply of fresh air exhaust fan of heavy duty 250V A.C.50Hz.. 300mm size (12") 900 R.P.M etc., complete. Makes: CG / Bajaj / Havells/ Orient.

18

a) Material elec-5.1.14 300mm (12") 900 RPM H.D. Exhaust Fan

each

Transportation Charges on Unit Cost

1

2645.00

1%

26.45

Rate per Each Add contr profit @14% on material

19

26.45 2671.45

0.00

0.00

Total for material 36

2645.00

2671.45

Labour charges for fixing of Exhaust fan in wall with necessary connections and masonary work of making hole, finishing etc., complete a) Material

elec-1.6.8

23/0060 Twin flat wire

elec-8.1.54 Cement

M

1

9.90

9.90

kg

25

5.60

140.00 149.90

Add contr profit @14% on material

0.00

0.00

Total for material

149.90

b) Labour charges.

El Data

elec-8.1.77 Skilled Electrician

day

0.25

355.00

88.75

elec-8.1.85 Helper

day

0.25

285.00

71.25

elec-8.1.79 Mason

day

0.25

315.00

78.75

P No 93

7

Index Specific -code ation No.

Description

1

2

Unit

QTY

Rate Rs.

3

4

5

Add area allowence on labour charges @

0%

Add contr profit @14% on Labour

0%

Sundries such as Sand, Bolt, Nuts etc.,

LS

Amount Rs.

ohr

6 0.00

238.75 1

24.34

Rate per Each

0.00 24.34 413.00

Note :1. Labour is Considered for 6 jobs / day 2. Cost of louver shutter may be added if required. 3. If hole is already made available, labour charges of Mason shall be deleted. Supply of 1x40W weather proof flourescent streetlight fitting comprising canopy of sheet Aluminium in stove enamel finish with copper / VPIT ballast, capacitor, tube and starter etc., complete. Makes: Phillips / GE / Wipro /Thorn

20

a) Material elec-3.1.1

1x40W WP flourscent street light fitting.

elec-3.7.16 Lamp cost of 40W

each

1

1459.50

each

1

45.00

1459.50 45.00 1504.50

Add contr profit @14% on material

0.00

0.00

Total for material

1504.50

Fixing of 40W street light luminaire to the wall with 1.0 Mtr., 25mm dia GI pipe bracket and anti tilting MS flat etc., including giving connections and labour charges etc., complete.

21

a) Material elec-8.1.59 25mm dia G.I pipe light grade

M

1

205.00

205.00

elec-1.6.8

23/0060 twin core flexible copper cable

M

2

9.90

19.80

Pipe bending charges

LS

1

25.00

25.00

M.S flat and welding charges

LS

1

35.00

35.00 284.80

Add contr profit @14% on material

0.00

0.00

Total for material

284.80

b) Labour charges elec-8.1.77 Skilled Electrician/carpenter

day

0.2

355.00

71.00

elec-8.1.79 Mason

day

0.2

315.00

63.00

elec-8.1.78 Semi skilled Electrician / Helper

day

0.2

285.00

57.00

Add area allowence on labour charges @

0%

Add contr profit @14% on Labour

0%

0.00 191.00

Rate per each

0.00 475.80

Note : Labour Charges considered for 5 fixtures / day . Supply and fixing TPN - Vertical type Distribution board with IP -43 Protection with 125A, 4 Pole 25 kA MCCB as incomer with 4Nos 63A TP MCBs and 12 Nos. 10 kA SPMCBs as outgoing including internal connection and labour charges for flush mounting etc.

22

8 way TPN Vertical DB a) Material elec.2.12.37 8 Way TPN Vertical DB with IP -43 (Metal door) protection suitable for 125A, 4 Pole, 25kA MCCB as incomer.

Nos

1

9822.60

9822.60

0

7194.00

0.00 1477.00

elec-2.8.2

125 Amps, 4 Pole , 25 kA MCCB

Nos

elec-2.9.6

10 kA, 63A TP MCBs:

Nos

1

1477.00

elec-2.9.1

10kA, 6 to 32A SP MCBs: Rs.184 / Each

Nos

24

200.60

4814.40 16114.00

El Data

P No 94

7

Index Specific -code ation No.

Description

Unit

QTY

Rate Rs.

2

3

4

5

1

Add contr profit @14% on material

Amount Rs.

ohr

6 0.00

Total material cost

16114.00

b) Labour charges : elec-8.1.77 Skilled Electrician

day

1

355.00

355.00

elec-8.1.78 Semi Skilled Electrician

day

1

285.00

285.00

elec-8.1.85 Helpers

day

1

285.00

285.00

Add area allowence on labour charges @

0.00

Add contr profit @14% on Labour Sundries such as T.W. Plugs, Screws, Cement etc.,

LS

925.00

0.00

19.00

19.00

Rate per each

17058.00

Note : 1. Labour Charges considered for 1 jobs / day 2. If the Distribution Boards from Item No. 4.4.1 to

Say

17058.00

4.4.8 proposed concealing, a 1No. Semifor skilled mason add the following: b 1/4 bag cement

Supply and fixing 8 way SPN Distribution board with IP-43 protection (Metal Door) suitable for single phase ELCB / RCCB / DP Isolator as incomer and 10kA SP MCBs as outing going including internal connection and labour charges for flush mounting etc., complete. 40A Double Pole isolater 1 No 10KA 6-32 A range SPMCBS 6Nos for Outgoing. Make: Miltec / Sputnik / Crystal / Bentec.

23

40A Double Pole isolater 1 No 10KA 6-32 A range SPMCBS 6Nos for Outgoing Taking Output = each a) Material elec.2.12.17 8way SPN, D.B with IP-43 Protection (MD) suitable for 1 phase ELCB / RCCB/ DP Isolator as incommer.

each

1

756.00

756.00

elec-2.10.20 40A, Double Pole Isolator

each

1

257.00

257.00

10kA - 6-32A range SP MCBs

each

12

121.00

1452.00

Add contr profit @14% on material

0.00

elec-2.9.7

2465.00 0.00

Total material cost

2465.00

b) Labour charges : elec-8.1.77 Skilled Electrician

day

0.5

355.00

177.50

elec-8.1.78 Semi Skilled Electrician

day

1

285.00

285.00

elec-8.1.85 Helpers

day

1

285.00

285.00

Add area allowence on labour charges @

0%

0.00

Add contr profit @14% on Labour

0%

747.50

0.00

Sundries such as TW Plugs, Screws Cement etc,

LS

14.00

14.00

Rate per each

3226.50

Note : Labour Charges considered for 2 jobs / day Supply and fixing TPN Distribution board with IP-43 protection (Metal Door) suitable for 3 phase ELCB / RCCB / FP Isolator as incomer and 10kA SP MCBs as outing going including internal connection and labour charges for flush mounting etc., complete. 40A 4 Pole isolater 1 No 10KA 6-32 A range SPMCBS 8Nos for Outgoing. Make: MDS / SCHNEIDERS.

23

40A FP Isolator - 1 No for incomer, 10kA-6-32A SP MCBs - 12Nos for outgoing. Taking Output = each a) Material elec.2.12.24 4way TPN, D.B with IP-43 Protection (MD) suitable for 3 phase ELCB / RCCB/ FP Isolator as incommer.

El Data

each

1

2490.50

2490.50

P No 95

7

Index Specific -code ation No.

Description

1

2

Unit

QTY

Rate Rs.

Amount Rs.

ohr

3

4

5

elec-2.10.6 40A, 4 Pole Isolator

each

1

813.10

813.10

6

elec-2.9.1

10kA - 6-32A range SP MCBs

each

12

200.60

2407.20

Add contr profit @14% on material

0.00

5710.80 0.00

Total material cost

5710.80

b) Labour charges : elec-8.1.77 Skilled Electrician

day

0.5

355.00

177.50

elec-8.1.78 Semi Skilled Electrician

day

1

285.00

285.00

elec-8.1.85 Helpers

day

1

285.00

285.00

Add area allowence on labour charges @

0%

Add contr profit @14% on Labour

0%

747.50

0.00 0.00

Sundries such as TW Plugs, Screws Cement etc,

LS

14.00

14.00

Rate per each

6472.30

Note : Labour Charges considered for 2 jobs / day Supply and fixing TPN Distribution board with IP-43 protection (Metal Door) suitable for 3 phase ELCB / RCCB / FP Isolator as incomer and 10kA SP MCBs as outing going including internal connection and labour charges for flush mounting etc., complete. 63 A FP Isolater 1 No, 6-32 A SPMCB's 8 Nos .Make :MDS / SCHNEIDERS.

24

40A FP Isolator - 1 No for incomer, 10kA-6-32A SP MCBs - 12Nos for outgoing. Taking Output = each a) Material 4way TPN, D.B with IP-43 Protection (MD) suitable for 3 phase ELCB / RCCB/ FP Isolator as incommer.

each

1

2490.50

2490.50

elec-2.10.6 63A, 4 Pole Isolator

each

1

889.40

889.40

elec-2.9.1

10kA - 6-32A range SP MCBs

each

8

200.60

1604.80

Add contr profit @14% on material

0.00

4984.70 0.00

Total material cost

4984.70

b) Labour charges : elec-8.1.77 Skilled Electrician

day

0.5

315.00

157.50

elec-8.1.78 Semi Skilled Electrician

day

1

285.00

285.00

elec-8.1.85 Helpers

day

1

285.00

285.00

Add area allowence on labour charges @

0%

0.00

Add contr profit @14% on Labour

0%

727.50

0.00

Sundries such as TW Plugs, Screws Cement etc,

LS

14.00

14.00

Rate per each

5726.20

Note : Labour Charges considered for 2 jobs / day

25

Elec4.1.25 supply of 35 sqmm 3.5 core PVC XLPE armourd cable 1100V Grade with ISI Mark Standard / Solid Alluminium Conductor. Make : Universal/NICCO/Torrent/CCI

SSR rateRs.246.20.

246.20

26

Providing independent earthling by excavating a trench to a depth of 2.1 M in all soils, as per size specified in the Data, using 40mm dia 'B' class GI pipe of 2.5 Mtrs length with necessary accessories with hume pipe ring duly providing staggered holes a) Material

El Data

P No 96

7

Index Specific -code ation No.

Description

1

Unit

QTY

Rate Rs.

Amount Rs.

ohr

2

3

4

5

Earth Work Excavation of Hard gravel Soil with small boulder for trench 1st step of size 1.5 x 0.9 x 0.9 m

cum

1.21

122.11

147.75

Excavation of Hard disteggrated rocks and boulders for trench 2nd Step of size 1.2 x 0.6 x 1.2 m (Civil SSR)

cum

0.9

150.00

135.00

1

25.00

25.00

25% extra for narrow trench & pit and back filling with Sand, Coke, Salt etc., and leveling 40mm dia 'B' Class G.I pipe

6

Mtr

2.5

301.00

752.50

25 x 6 mm (1"X 1/4") G.I Flat duly drilled 12mm holes (4 Nos) of 200 mm (8") length

Each

1

75.00

75.00

Drilling of 16 Nos through holes of 12mm dia to G.I pipe

Each

16

5.00

80.00

elec-8.1.12 G.I Nuts, Bolts an Washers

Set

4

12.00

48.00

Each

1

100.00

100.00

elec-8.1.16 Hard Coke

Kg

20

8.00

160.00

elec-8.1.17 Salt

Kg

20

4.00

18" dia hume pipe ring

80.00 1603.25

Add contr profit @14% on material

0.00

0.00

Total material cost b) labour charges for fixing pipe ring and connections

1603.25 Each

Semi skilled Electrician

day

0.5

285.00

142.50

Helpers

day

0.5

285.00

142.50

Add area allowence on labour charges @

0%

Add contr profit @14% on Labour

0%

0.00 285.00

0.00

Sundries Rate per each

Say

1888.30

Supply and Fixing of 3 phase meter Box, 3 Nos 100 A fuse units, Neutral link, on T.W block with all accessaries etc., complete for finished items of work.

27

a) Material elec-2.6.4 elec-1.4.7

100 A Fuse units

each

3

484.00

1452.00

100 A neutral links

each

1

118.00

118.00

T.W blocks ( 12" x 15" )

each

1

99.00

99.00

Add contr profit @14% on material

0.00

1669.00 0.00

Total for material

1669.00

b) Labour charges elec-8.1.77 Skilled Electrician

day

1

315.00

315.00

elec-8.1.85 Helper

day

4

285.00

1140.00

Add area allowence on labour charges @

0%

Add contr profit @14% on Labour

0%

0.00 1455.00

Sundires such as Cement, Sand etc.,

0.00 50.00

Rate per Each

3174.00

Supply and laying of 2 pair telephone wire in the existing metallic/non metallic conduit pipe with connections etc.,complete Makes: million/payal/goldmedal/powerflex

28

Taking Output = 100 M a) Material elec-7.1.1

2 pair telephone wire Add contr profit @14% on material

El Data

100 M 0.00

1

1010.00

1010.00 0.00

P No 97

7

Index Specific -code ation No.

Description

Unit

QTY

Rate Rs.

2

3

4

5

1 Total for material

Amount Rs.

ohr

6 1010.00

b) Labour charges : elec-8.1.77 Skilled Electrician

day

0.34

315.00

107.10

elec-8.1.78 Semi Skilled Electrician

day

1

285.00

285.00

elec-8.1.85 Helpers

day

0.34

285.00

96.90

Add area allowence on labour charges @

0%

Add contr profit @14% on Labour

0%

0.00 489.00

0.00

Sundries C) Cost for 100 RM

1499.00

Rate per Metre = C/100

15.00

Note : Labour Charges considered for 150 M / day Supply and fixing of telephone jack type socket with top on MS box with modular plate cover with screws connections etc., Makes: Gold Medal Olive / Million zoom

29

Taking Output = 100 M a) Material elec-1.7.18 telephone jack type socket

1

48.00

48.00

elec-1.3.1

1

54.00

54.00

1

13.20

13.20

MS box

elec-1.4.22 4x4 sunglass delux board

115.20 Add contr profit @14% on material

0.00

0.00

Total for material

115.20

b) Labour charges : elec-8.1.77 Skilled Electrician

day

0.1

315.00

31.50

elec-8.1.78 Semi Skilled Electrician

day

0.1

285.00

28.50

elec-8.1.85 Helpers

day

0.1

285.00

28.50

Add area allowence on labour charges @

0%

Add contr profit @14% on Labour

0%

0.00 88.50

0.00

Sundries C) Cost for each

30

elec3.7.26 Supply

of 18W pin type CFL Makes:Wipro/Bajaj/Phillips/Thorn

203.70 Lamp

of

1

115.00

115.00

Supply and laying of LAN cable Cat-6(A) UTP CABLE in the existing metallic/non metallic conduit pipe with connections etc.,complete Makes:D Link/Finolex

31

Taking Output = 100 M a) Material elec-7.1.4

cat-6 UTP LAN cable Add contr profit @14% on material

El Data

100 M 0.00

1

2580.00

2580.00 0.00

P No 98

7

Index Specific -code ation No.

Description

Unit

QTY

Rate Rs.

2

3

4

5

1 Total for material

Amount Rs.

ohr

6 2580.00

b) Labour charges : elec-8.1.77 Skilled Electrician

day

0.34

315.00

107.10

elec-8.1.78 Semi Skilled Electrician elec-8.1.85 Helpers

day

1

285.00

285.00

day

0.34

285.00

96.90

Add area allowence on labour charges @

0%

Add contr profit @14% on Labour

0%

0.00 489.00

0.00

Sundries C) Cost for 100 RM Rate per Metre = C/100

3069.00 30.70

Note : Labour Charges considered for 150 M / day

El Data

P No 99

7

Construction of Government Junior College Building at Bearpur (V) Sarangapur (M) Karimnagar District under NABARD RIDF - XVIII SCHEDULE - A Estimate Sl.N Quantity o (only figures) 1

2

1

635.00

2

3

4

5

33.25

42.50

76.50

80.50

Descripation of Work

Type of Item short Rate work (200 description Apss/mord (Rs.) up characters (100 number to 2 ) characters) decimals

4 3 Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work including seignerage charges excluding dewatering charges etc., Earthwork complete for Foundation of Building.(APSS No. 308) Plain Cement Concrete corresponding to M7.5 grade as per IS 456 equivalent to (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour Concrete PCC charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top (1:4:8) surface, curing concrete, etc., complete for finished item of work for Foundations (APSS No. 402)

Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour Concrete PCC charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. (1:5:10) 402) Random Rubble stone masonry, in CM (1:8) prop: (Cement: Sand) using Hard blasted Granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, sand, water, etc., to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete for finished item of work for foundation and basement (APSS No. 601 & 615)

Flush Pointing to CRS Masonry in CM(1:3) Prop: including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)

RR Masonry

Flush Pointing

Unit

Amount (Rs.)

5

6

7

8

9

Earthwork

308

206.65

1 Cum

131222.75

PCC (1:4:8)

402

3288.70

1 Cum

109349.28

PCC (1:5:10)

402

3102.55

1 Cum

131858.38

2569.80

1 Cum

196589.70

48.55

1 Sqm

3908.28

RR Masonry 601 & 615

Flush Pointing

901 , 906

Page 100

Estimate Sl.N Quantity o (only figures) 1

2

6

113.50

7

8

9

8.50

29.00

20.50

Descripation of Work

3 Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work for foundation, plinth , pedastals(below plinth)(APSS No. 402 & 403) for Column foottings

Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work for foundation, plinth , pedastals(below plinth)(APSS No. 402 & 403)For column pedastals

Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching / Mixer ) using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403) For coloumns , Lintels, Water tanks, Rcc walls in building For Columns in GF Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work for foundation, plinth , pedastals(below plinth)(APSS No. 402 & 403) For Plinth Beeams

Type of Item short Rate work (200 description Apss/mord (Rs.) up characters (100 number to 2 ) characters) decimals

Unit

Amount (Rs.)

4

5

6

7

8

9

VRCC

VRCC

402 & 403

6584.40

1 Cum

747329.40

VRCC

VRCC

402 & 403

6848.85

1 Cum

58215.23

VRCC

VRCC

402 & 403

7726.90

1 Cum

224080.10

VRCC

VRCC

402 & 403

8308.05

1 Cum

170315.03

Page 101

Estimate Sl.N Quantity o (only figures) 1

2

10

29.00

11

12

13

603.00

11.50

2.25

Descripation of Work

3 Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403) For beams and slabsFor Roof Beeams

Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403) For beams and slabsFor Roof slab of 120 mm thick Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403) For beams and slabs For Roof slab of 175 mm thick waist slab

Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403) ForLintels in Ground Floor

Type of Item short Rate work (200 description Apss/mord (Rs.) up characters (100 number to 2 ) characters) decimals 7

Unit

Amount (Rs.)

8

9

4

5

6

VRCC

VRCC

402 & 403

VRCC

VRCC

402 & 403

874.90

1 Sqm

527564.70

VRCC

VRCC

402 & 403

1155.60

1 Sqm

13289.40

VRCC

VRCC

402 & 403

8035.95

1 Cum

18080.89

7,455.75 1 Cum

216216.75

Page 102

Estimate Sl.N Quantity o (only figures) 1

2

14

49.00

15

16

17

18

1.70

22.50

635.00

435.96

Descripation of Work

3 Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403) For Sunshades of 600 mm wide and 75 mm average thick in Ground Floor

Plain Cement Concrete M20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including steel centering, shuttering, machine mixing, laying concrete, lift charges, curing etc., complete for finished item of work for steps (APSS No. 402 )

Type of Item short Rate work (200 description Apss/mord (Rs.) up characters (100 number to 2 ) characters) decimals

Unit

Amount (Rs.)

4

5

6

7

8

9

VRCC

VRCC

402 & 403

637.15

1 Sqm

31220.35

PCC for Steps

PCC for Steps

402

5570.95

1 Cum

9470.62

Providing impervious coat

901 & 903

263.10

1 Sqm

5919.75

Filling excavated earth

309 & 310

14.85

1 Cum

9429.75

192.40

1 Cum

83878.41

Providing impervious coat over RCC roof slab to required slopes with CM (1:3) prop. 20mm thick (average) mixed with water proofing compound manufactured by reputed manufacturers as approved by Engineer-in-charge at 1Kg/bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm including cost and conveyance of all materials like cement, sand, Providing water proofing compound, water etc., to site, seigniorage charges, sales & other taxes on all materials, all impervious operational, incidental and labour charges such as mixing mortar, laying, rounding off at junctions of wall and slab, coat rendering smooth with thread lining, curing, lift charges, etc., complete for finished item of work (APSS No. 901 & 903). In Ground Floor Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to work site and all operational, incidental, labour charges, hire charges of T Filling excavated & P etc., complete for finished item of work. (APSS NO. 309 & 310) earth

Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the Filling Filling Gravel work site and all operational, incidental, labour charges, seignorage charges, hire charges of T & P etc., complete for Gravel in 309 & 310 in trenches finished item of work. (APSS NO. 309 & 310) trenches

Page 103

Estimate Sl.N Quantity o (only figures) 1

2

19

146.00

20

21

22

30.00

1.00

10.00

Descripation of Work

3 Brick Masonry in superstructure with CM (1:8) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504). for ground floor

Type of Item short Rate work (200 description Apss/mord (Rs.) up characters (100 number to 2 ) characters) decimals

Unit

Amount (Rs.)

4

5

6

7

8

9

Brick Masonry

Brick Masonry

501 & 504

3718.15

1 Cum

542849.90

Reinforced Brick Masonry

501 & 504

463.25

1 Sqm

13897.50

As directed by Engineer in charge

7643.70

1 Each

7643.70

As directed by Engineer in charge

5566.10

1 Each

55661.00

Reinforced Brick Masonry 11.5cm (4 1/2") thick for partition walls in CM (1:4) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. and placing 2nos. of 6mm dia MS bars embedded in every 3rd layer with free ends of reinforcement keyed into mortar joints of the main brick work whereever applicable including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, Reinforced seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as Brick mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., but excluding cost and Masonry conveyance of steel and its fabrication charges complete for finished item of work. (APSS No. 501 & 504). in ground floor

Supply and Fixing of Door with Double leaf shutter, Door Size 2.00x2.13 mtrs with Sal wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower Bolts 250mm long 2 Nos, Alluminimum Handles 150mm long 2 Nos, 300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt Supply and Supply and fixing of hinges 6Nos, 300 mm long M.S.Powder Coated Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and fixing of Door with Door with Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on Double Double leaf shutter Fixing in position , with Hardware fixtures etc., complete for finsihed utem of work. leaf shutter shutter

Supply and Fixing of Door with Double leaf shutter, Door Size 1.22x2.13 mtrs with Sal wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower Bolts 250mm long 2 Nos, Alluminimum Handles 150mm long 2 Nos, 300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt hinges 6Nos, 300 mm long M.S.Powder Coated Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Supply and Supply and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on fixing of fixing of shutter Fixing in position , with Hardware fixtures etc., complete for finsihed utem of work. Door with Door with Double Double leaf leaf shutter shutter

Page 104

Estimate Sl.N Quantity o (only figures) 1

2

23

57.20

24

25

26

14.00

28.80

2.00

Descripation of Work

Type of Item short Rate work (200 description Apss/mord (Rs.) up characters (100 number to 2 ) characters) decimals

4 5 3 Supply and fixing Sintex or equivalen PVC door frames made from extruded sections in overall dimensions of 40 X 48mm having a wall thickness of 1.5mm with usual process variation of ± 0.3mm, complete, for finished item of work t. Supply and Supply and fixing of fixing of Door with Door with Double Double leaf leaf shutter shutter

Supply and Fixing of Ventilator of size 1.22 x 0.45 with 25mm x 25mm x 3mm thick equal L angles and 10mm Supply and Supply and square rods @ 150mm c/c fixing in position ,complete for finsihed item of work fixing of fixing of Window Window Size Size 0.90 x 0.90 x 1.37 1.37 mtrs mtrs

Amount (Rs.)

6

7

8

9

As directed by Engineer in charge

228.00

1 Rmt

13041.60

1794.00

1 Sqm

25116.00

As directed by Engineer in charge

5023.00

1 Sqm

144662.40

As directed by Engineer in charge

635.68

1 Sqm

1271.36

PVC Door shutter conforming to IS: 10151-1982, the infill panel made of seamless one piece multi chamber PVC extruded sections having overall dimensions of 610 mm x 20 mm with wall thickness of 1mm + 0.2mm with the top and bottom edges of the shutter covered with end cap of the size 20 mm x 11 mm with the door shutter to be reinforced with special polymeric reinforcements as per drawing for hardware’s and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places.for finished item of work. Supply and Supply and fixing of fixing of PVC BMT-N.02 PVC Door Door shutters shutters

Providing and Fixing of windows made of pre-painted steel (Base steel as per IS 513 of 0.6 mm thick galvanized as per IS 277 with Zinc of 120 GSM). Primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer. Section for outer frame should be of 48x50mm, centre mullion should be of 48x50mm, section for shutter should be of 47x20mm and fixed panel beading section should be 12x12mm. Outer frame and mullions to have rebate for Galvalume corrugated sheet shutter and a 20mm provision for Guard bars/Grills. The sections are to be cut to length metre joined with corner Supply and Supply and fixing of bracket. Centre mullion is to be fixed with mullion cap. Seccolor Handle, seccolor stay, 2 nos. of Stainless Steel fixing of Window Window Size heavy duty Pivot hinges shall be provided per shutter. The windows should be panelled with 0.60 mm thick Galvalume corrugated sheet (BMS-W.55). The above frames should be fixed to the concrete/masonry wall by means Size 1.52 x 1.52 x 1.37 mtrs of self expanding screws, Including 10mm Square guard bars with 6” (152.4mm) pitch etc., complete for finished 1.37 mtrs item of work.Centre fixed both side openable shutter window 5’0”x4’0” (1524mm x1219.2mm). Outer frame section size of 48x50mm. Shutter frame section size of 48x25mm. Mullion section size of 48x50mm. Fixed beading section size of 12x12mm. for windowa od 1.2 X1.2mts.

Unit

Page 105

Estimate Sl.N Quantity o (only figures) 1

27

28

29

30

31

32

33

2

10.00

7.42

2.25

400.00

680.00

740.00

67.00

Descripation of Work

Type of Item short Rate work (200 description Apss/mord (Rs.) up characters (100 number to 2 ) characters) decimals

4 3 Supply and Fixing of Ventilator of size 0.90 x 0.45 with 25mm x 25mm x 3mm thick equal L angles and 10mm Supply and square rods @ 150mm c/c fixing in position ,complete for finsihed item of work fixing of Ventilator Size 0.90 x 0.45

Unit

Amount (Rs.)

5

6

7

8

9

Supply and fixing of Ventilator Size 0.90 x 0.45

As directed by Engineer in charge

495.23

1 Each

4952.32

Supply and Fixing of 50mm thick Jali including cost and conveyance of all materials to site, sales & other taxes, all As directed Supply and Supply and operational, incidental and labour charges etc., complete for finished item of work in All Floors. by Fixing Fixing RCC Engineer in RCC Jali Jali charge

401.30

1 Sqm

2976.04

4435.40

1 Cum

9979.65

99.85

1 Sqm

39940.00

Plastering 901, 903 & 12mm thick 904

164.30

1 Sqm

111724.00

Plastering 901, 903 & 12mm thick 904

241.35

1 Sqm

178599.00

Painting to New wood work

142.45

1 Sqm

9544.15

Plain Cement Concrete corresponding to M10 grade as per IS 456 equivalent to (1:3:6) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, Concrete PCC incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work for (1:3:6) Bed Blocks and Hold Fasts (APSS No. 402)

As directed by PCC (1:3:6) Engineer in charge

Ornamental Plastering with CM(1:4) Prop: 12mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for Ornamenta Ornamental 901, 903 & l Plastering Plastering 904 finished item of work. (APSS 901,906)

Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, Plastering 12mm scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in thick charge, finishing, curing, etc., complete for Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904) Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as Plastering 12mm mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as thick directed by Engineer - in - charge, curing, etc., complete for Uneven Surfaces of Brick Wall for finished item of work. (APSS 901,903 & 904) Painting to New wood work with two coats of ready mixed synthetic enamel paint first quality all shades to give an even shade over base coat Primer with Luppam finishing after thoroughly brushing the surface to remove all Painting to remains including cost and conveyance of all materials to site, sales & other taxes, all operational, incidental and New wood labour charges etc., complete for finished item of work.(3 coats) (APSS No. 1201 & 1212).in All Floors work

1201 & 1212

Page 106

Estimate Sl.N Quantity o (only figures) 1

2

34

5.50

35

36

37

38

Descripation of Work

Type of Item short Rate work (200 description Apss/mord (Rs.) up characters (100 number to 2 ) characters) decimals

Unit

Amount (Rs.)

4 3 Painting to New Iron work with two coats of ready mixed synthetic enamel paint first quality all shades over an existing steel primer including cost and conveyance of all materials to site, sales & other taxes, incidental, operational and all labour charges etc., complete for finished item of work. (APSS No. 1201, 1207 & 1212).in All Painting to New Iron Floors work

5

6

7

8

9

Painting to New Iron work

1201 & 1207, 1212

64.50

1 Sqm

354.75

Whiting to new walls and ceiling in two coats with Birla White or equavalent quality to give an even shade after thoroughly brushing the surface to remove all loose powdered materials including cost and conveyance of all materials and water to site, sales & other taxes, all operational, incidental and labour charges such as cleaning the surface, painting, curing etc., complete for finished item of work for internal walls. (APSS No.901 & 908) in All Whiting to 1,080.00 Floors new walls

Whiting to new walls

901 & 908

22.10

1 Sqm

23868.00

Painting to New walls with two coats of Plastic Emulsion paint of superior quality of approved brand and shade over base coat of cement primer grade -I making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and Painting to conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and new walls labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors plastic for Walls.(APSS No. 912) in All Floors emulsion

Painting to new walls plastic emulsion

912.00

100.85

1 Sqm

74629.00

470.75

1 Sqm

176766.63

504.20

1 Sqm

11596.60

740.00

375.50

23.00

Flooring with Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) set over a base coat of CM (1:8), 12mm thick (joints of stone must be flushed) over C.C. bed already laid or R.C.C. roof slab only after it is properly cured, cleaned, moistered and where necessary treated with neat grey cement slurry of honey like consistency spred at3.3 kgs of cement for 1 sqm. and jointed with neat cement paste to full depth, including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of flooring stones to the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)

Flooring with Polished Shabad Stone

Flooring with Polished 703 & 701 Shabad Stone

Providing skirting to internal walls 12.5 Cm high withPolished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) with length equal to flooring stones set over a base coat of CM (1:3), 12mm thick with cement slurry of honey like consistency spread @ 3.3 Kgs per sqm and jointed with neat cement paste mixed with pigment of matching shade to full depth (joints of stone should be flushed), including cost and conveyance of all materials Providing Providing like cement, sand, water, flooring stones etc. to site, seigniorage charges, sales and other taxes on all materials, all skirting to skirting to 701 & 707 operational, incidental and labour charges such as dressing of flooring stones to the required sizes, mixing of cement internal internal walls walls mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.701 & 707)

Page 107

Estimate Sl.N Quantity o (only figures) 1

39

40

41

42

43

2

16.50

60.00

50.00

22.10

9.29

Descripation of Work

Type of Item short Rate work (200 description Apss/mord (Rs.) up characters (100 number to 2 ) characters) decimals

4 5 3 Reinforced cement mortar Facia 5 cm thick in CM (1:3) for drop walls, Fins & staircase railing with rabbit wire mesh & nominal reinforcement as directed by Engineer-in-charge with dubara spong finishing including cost & conveyence of all materials to site, including seigniorage charges, sales and other taxes on all materials and all operational, incidental charges such as labour charges, like mixing cement mortar, scaffolding charges, lift charges, curing, for making 50 mm thick RCM Paradah walls (RCM Drop walls) including tying Rabbit (chicken) wire mesh Reinforced Reinforced to the existing mild steel / HYSD Steel reinforcement applying mortar lumps, finishing, plastering to both faces, cement cement motro sponge finishing etc complete for finished item of work but excluding cost of steel and its fabrication charges in All motro facia facia Floors

Flooring with ceramic tiles

7

8

9

As directed by Engineer in charge

880.50

1 Sqm

14528.25

475.30

1 Sqm

28518.00

752.10

1 Sqm

37605.00

126

60020.30

1 Mt

1326448.63

402

1818.60

1 Cum

16895.29

As directed Flooring with by ceramic tiles Engineer in charge

Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost Providing Providing and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover High Yield High Yield blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as Strength Strength cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished Deformed( Deformed(H item of work (APSS No.126) in all floors. HYSD) YSD)

Providing and laying of cinder concrete in cement cinder mix (1 :15) prop. Using 12.5 mm nominal size cinder laid in layers and compacted as directed for filling sunken floors including cost and conveyence of all materials, water to the work site, seinerage charges and all operational, incidental labour charges such as mixing cement & cinder etc. complete for finished item of work.

Cinder concrete

Cinder concrete

Amount (Rs.)

6

Dadooing to walls with white glazed tiles 1st. quality of any size of brand as approved by Engineer - in - charge and set over a base coat of CM (1:5), 12mm thick and neat cement paste at the rate of 3.3 Kg/Sqmt. and jointed with white cement paste mixed with pigment of matching shade including cost and conveyance of all materials like Dadooding cement, sand, water, tiles, etc. to site, seigniorage charges, sales and other taxes on all materials, C921 such as to Walls Dadooding to mixing of cement mortar, laying in position, curing, lift charges etc., complete for finished item of work (APSS with white Walls with 701 & 707 white Glazed No.701 & 707) in All Floors Glazed

Flooring with Ceramic Tiles of 7.3mm thick 1st. quality of any shade as approved by Engineer - in - charge set over a base coat of CM (1:8), 12mm thick laid over flooring bed / V.R.C.C. slab, with neat cement slurry of honey like consistency spread at the rate of 3.3 Kgs of cement per Sq.m and jointed with neat white cement paste to full depth mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, ceramic tiles etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, curing, lift charges etc., complete for finished item of work. (APSS No.701 & 707) in All Floors

Unit

Page 108

Estimate Sl.N Quantity o (only figures) 1

44

45

46

47

2

21.50

21.00

581.00

17.00

Descripation of Work

3 Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching / Mixer ) using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403) For coloumns , Lintels, Water tanks, Rcc walls in building For columns in first floor

Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403) For beams and slabs For roof beeams in first floor

Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403) For beams and slabs For 120 mm thick roof slab in first floor

Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403) For beams and slabs For 175 mm thick waist slab in first floor

Type of Item short Rate work (200 description Apss/mord (Rs.) up characters (100 number to 2 ) characters) decimals

Unit

Amount (Rs.)

4

5

6

7

8

9

VRCC M20 Design Mix

VRCC M20 Design Mix

402 & 403

8019.90

1 Cum

172427.85

VRCC M20 Design Mix

VRCC M20 Design Mix

402 & 403

7652.55

1 Cum

160703.55

VRCC M20 Design Mix

VRCC M20 Design Mix

402 & 403

897.70

1 Sqm

521563.70

VRCC M20 Design Mix

VRCC M20 Design Mix

402 & 403

1184.05

1 Sqm

20128.85

Page 109

Estimate Sl.N Quantity o (only figures) 1

2

48

2.50

49

50

51

55.00

1.50

613.00

Descripation of Work

Type of Item short Rate work (200 description Apss/mord (Rs.) up characters (100 number to 2 ) characters) decimals

4 3 Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine RCC M20 mixing, laying concrete, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for Design Mix finished item of work (APSS No. 402 & 403) for lintels in first floor

Providing impervious coat over RCC roof slab to required slopes with CM (1:3) prop. 20mm thick (average) mixed with water proofing compound manufactured by reputed manufacturers as approved by Engineer-in-charge at 1Kg/bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm including cost and conveyance of all materials like cement, sand, water proofing compound, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar, laying, rounding off at junctions of wall and slab, rendering smooth with thread lining, curing, lift charges, etc., complete for finished item of work (APSS No. 901 & 903). in first floor

Amount (Rs.)

5

6

7

8

9

RCC M20 Design Mix

402 & 403

8293.85

1 Cum

20734.63

RCC M20 Design Mix

402 & 403

656.40

1 Sqm

36102.00

Plain cement concrete M20 Design Mix

Plain cement concrete M20 Design Mix

402

5656.55

1 Cum

8484.83

Providing impervious coat over RCC roof slab

Providing impervious coat over RCC roof slab

901 & 903

278.65

1 Sqm

170812.45

Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine RCC M20 mixing, laying concrete, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for Design Mix finished item of work (APSS No. 402 & 403) for sunshades of 0.6 mts wide and 0,075 mm thick in first floor

Plain Cement Concrete M20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including steel centering, shuttering, machine mixing, laying concrete, lift charges, curing etc., complete for finished item of work for steps (APSS No. 402 ) in first floor

Unit

Page 110

Estimate Sl.N Quantity o (only figures) 1

2

52

160.00

53

54

30.00

12

Descripation of Work

45.76

Unit

Amount (Rs.)

7

8

9

3901.30

1 Cum

624208.00

501 & 504

498.25

1 Sqm

14947.50

As directed by Engineer in charge

5566.10

1 Each

66793.20

As directed by Engineer in charge

228.00

1 Rmt

10433.28

4 5 6 3 Brick Masonry in superstructure with CM (1:8) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, Brick Brick bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, Masonry in Masonry in incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, superstruct superstructure 501 & 504 curing, etc., complete for finished item of work. (APSS No. 501 & 504). in first floor ure with with CM CM (1:8) (1:8) Reinforced Brick Masonry 11.5cm (4 1/2") thick for partition walls in CM (1:4) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. and placing 2nos. of 6mm dia MS bars embedded in every 3rd layer with free ends of reinforcement keyed into mortar joints of the main brick work whereever applicable including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, Reinforced Brick seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., but excluding cost and Masonry conveyance of steel and its fabrication charges complete for finished item of work. (APSS No. 501 & 504). in first 11.5cm (4 1/2") thick floor

Reinforced Brick Masonry 11.5cm (4 1/2") thick

Supply and Fixing of Door with Double leaf shutter, Door Size 1.22x2.13 mtrs with Sal wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood black board type with commercial ply on both faces of 35mm thick including cost of fixtures such as M.S.Powder Coated Tower Bolts 250mm long 2 Nos, Alluminimum Handles 150mm long 2 Nos, 300mm long M.S.Powder Coated Aldrops 1No, 125mm long M.S.Powder Coated butt Supply and Supply and Fixing of hinges 6Nos, 300 mm long M.S.Powder Coated Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos, Sales and Fixing of Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame on Door with Door with Double Double leaf shutter Fixing in position , with Hardware fixtures etc., complete for finsihed utem of work. in first floor leaf shutter shutter

Supply and fixing Sintex or equivalen PVC door frames made from extruded sections in overall dimensions of 40 X 48mm having a wall thickness of 1.5mm with usual process variation of ± 0.3mm, complete, for finished item of work t. in first floor 55

Type of Item short Rate work (200 description Apss/mord (Rs.) up characters (100 number to 2 ) characters) decimals

Providing and Providing and fixing factory fixing factory made Rajasri made Rajasri Or Or Equivalent Equivalent polyvinly polyvinly chloride chloride (PVC) (PVC) Door Frame Door Frame

Page 111

Estimate Sl.N Quantity o (only figures) 1

56

57

2

11.20

34.56

Descripation of Work

4 5 3 PVC Door shutter conforming to IS: 10151-1982, the infill panel made of seamless one piece multi chamber PVC extruded sections having overall dimensions of 610 mm x 20 mm with wall thickness of 1mm + 0.2mm with the top and bottom edges of the shutter covered with end cap of the size 20 mm x 11 mm with the door shutter to be Providing reinforced with special polymeric reinforcements as per drawing for hardware’s and fixtures. Stickers indicating the and fixing Providing and fixing 30mm locations of hardware will be pasted at appropriate places.for finished item of work. in first floor 30mm thick Solid thick Solid panel PVC panel PVC Rajasri or Rajasri or equivalent equivalent door door

Providing and Fixing of windows made of pre-painted steel (Base steel as per IS 513 of 0.6 mm thick galvanized as per IS 277 with Zinc of 120 GSM). Primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer. Section for outer frame should be of 48x50mm, centre mullion should be of 48x50mm, section for shutter should be of 47x20mm and fixed panel beading section should be 12x12mm. Outer frame and mullions to have rebate for Galvalume corrugated sheet shutter and a 20mm provision for Guard bars/Grills. The sections are to be cut to length metre joined with corner bracket. Centre mullion is to be fixed with mullion cap. Seccolor Handle, seccolor stay, 2 nos. of Stainless Steel heavy duty Pivot hinges shall be provided per shutter. The windows should be panelled with 0.60 mm thick Galvalume corrugated sheet (BMS-W.55). The above frames should be fixed to the concrete/masonry wall by means of self expanding screws, Including 10mm Square guard bars with 6” (152.4mm) pitch etc., complete for finished item of work. in First floor

Supply and Fixing of Ventilator of size 1.22 x 0.45 with 25mm x 25mm x 3mm thick equal L angles and 10mm square rods @ 150mm c/c fixing in position ,complete for finsihed item of work in First floor 58

59

60

2.00

8.00

1.66

Type of Item short Rate work (200 description Apss/mord (Rs.) up characters (100 number to 2 ) characters) decimals

Supply and Fixing of Ventilator of size 0.90 x 0.45 with 25mm x 25mm x 3mm thick equal L angles and 10mm square rods @ 150mm c/c fixing in position ,complete for finsihed item of work in First floor

Supply and Fixing of 50mm thick Jali including cost and conveyance of all materials to site, sales & other taxes, all operational, incidental and labour charges etc., complete for finished item of work in All Floors. in First floor

Unit

Amount (Rs.)

6

7

8

9

As directed by Engineer in charge

1794.00

1 Sqm

20092.80

Supply and Fixing of Window of size 1.52x1.22 mtrs

Supply and Fixing of Window of size 1.52x1.22 mtrs

BMT-P.26

5023.00

1 Sqm

173594.88

S & F of Ventilator

S & F of Ventilator

As directed by Engineer in charge

635.68

1 Each

1271.36

S & F of Ventilator

S & F of Ventilator

As directed by Engineer in charge

495.23

1 Each

3961.86

As directed S & F of by 50mm thick Engineer in Jali charge

401.30

1 Sqm

664.55

S & F of 50mm thick Jali

Page 112

Estimate Sl.N Quantity o (only figures) 1

2

61

1.75

62

63

64

65

66

618.50

845.00

620.00

Descripation of Work

Type of Item short Rate work (200 description Apss/mord (Rs.) up characters (100 number to 2 ) characters) decimals

4 3 Plain Cement Concrete corresponding to M10 grade as per IS 456 equivalent to (1:3:6) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, P C C M10 incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work for grade Bed Blocks and Hold Fasts (APSS No. 402) in first floor

Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as Plastering mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as 12mm directed by Engineer - in - charge, curing, etc., complete for Uneven Surfaces of Brick Wall for finished item of thick in work. (APSS 901,903 & 904) in First floor two coats

80.00

Painting to New wood work with two coats of ready mixed synthetic enamel paint first quality all shades to give an even shade over base coat Primer with Luppam finishing after thoroughly brushing the surface to remove all remains including cost and conveyance of all materials to site, sales & other taxes, all operational, incidental and labour charges etc., complete for finished item of work.(3 coats) (APSS No. 1201 & 1212).in All Floors in First floor

4.50

Painting to New Iron work with two coats of ready mixed synthetic enamel paint first quality all shades over an existing steel primer including cost and conveyance of all materials to site, sales & other taxes, incidental, Painting to operational and all labour charges etc., complete for finished item of work. (APSS No. 1201, 1207 & 1212).in All New Iron work Floors in First floor

Amount (Rs.)

5

6

7

8

9

P C C M10 grade

402

4435.40

1 Cum

7761.95

901 & 906

107.05

1 Sqm

66210.43

Plastering 901, 903 & 12mm thick 904 in two coats

184.75

1 Sqm

156113.75

Plastering 12mm thick in two coats

901,903 & 904

261.80

1 Sqm

162316.00

1201 & 1212

142.45

1 Sqm

11396.00

1201, 1207 & 1212

64.50

1 Sqm

290.25

Ornamental Plastering with CM(1:4) Prop: 12mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for Ornamenta Ornamental l Plastering Plastering finished item of work. (APSS 901,906) in First floor

Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, Plastering 12mm scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in thick in charge, finishing, curing, etc., complete for Even Surfaces of Wall for finished item of work. (APSS 901,903 & two coats 904) in First floor

Unit

Painting to Painting to New wood New wood work with work with two coats two coats Painting to New Iron work

Page 113

Estimate Sl.N Quantity o (only figures) 1

67

68

69

70

71

Descripation of Work

Type of Item short Rate work (200 description Apss/mord (Rs.) up characters (100 number to 2 ) characters) decimals

2

4 3 Whiting to new walls and ceiling in two coats with Birla White or equavalent quality to give an even shade after thoroughly brushing the surface to remove all loose powdered materials including cost and conveyance of all materials and water to site, sales & other taxes, all operational, incidental and labour charges such as cleaning the Whiting to 1,463.50 surface, painting, curing etc., complete for finished item of work for internal walls. (APSS No.901 & 908) in All new walls and ceiling Floors in First floor

620.00

444.00

36.00

16.50

Providing skirting to internal walls 12.5 Cm high withPolished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) with length equal to flooring stones set over a base coat of CM (1:3), 12mm thick with cement slurry of honey like consistency spread @ 3.3 Kgs per sqm and jointed with neat cement paste mixed with pigment of matching shade to full depth (joints of stone should be flushed), including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of flooring stones to the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.701 & 707) in First floor

Amount (Rs.)

5

6

7

8

9

Whiting to new walls and ceiling

901 & 908

22.10

1 Sqm

32343.35

Painting to New walls

912

100.85

1 Sqm

62527.00

Flooring with Polished Shabad/Tand 703 & 701 ur blue Slabas 15 to 18 mm thick

488.05

1 Sqm

216694.20

Providing Providing skirting to skirting to internal 701 & 707 internal walls walls 12.5 12.5 Cm high Cm high

523.95

1 Sqm

18862.20

943.35

1 Sqm

15565.28

Painting to New walls with two coats of Plastic Emulsion paint of superior quality of approved brand and shade over base coat of cement primer grade -I making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and Painting to labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors New walls for Walls.(APSS No. 912) in All Floors in First floor Flooring with Polished Black Kadapa slabs minimum of 15 mm thick (0.457M x 0.457M) set over a base coat of CM (1:8), 12mm thick (joints of stone must be flushed) over C.C. bed already laid or R.C.C. roof slab only after it is properly cured, cleaned, moistered and where necessary treated with neat grey cement slurry of honey like consistency spred at3.3 kgs of cement for 1 sqm. and jointed with neat cement paste to full depth, including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of flooring stones to the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701) in First floor

Unit

Flooring with Polished Shabad/Ta ndur blue Slabas 15 to 18 mm thick

Reinforced cement mortar Facia 5 cm thick in CM (1:3) for drop walls, Fins & staircase railing with rabbit wire mesh & nominal reinforcement as directed by Engineer-in-charge with dubara spong finishing including cost & conveyence of all materials to site, including seigniorage charges, sales and other taxes on all materials and all Reinforced Reinforced operational, incidental charges such as labour charges, like mixing cement mortar, scaffolding charges, lift charges, cement cement curing, for making 50 mm thick RCM Paradah walls (RCM Drop walls) including tying Rabbit (chicken) wire mesh mortar mortar Facia to the existing mild steel / HYSD Steel reinforcement applying mortar lumps, finishing, plastering to both faces, Facia 5 cm 5 cm thick in sponge finishing etc complete for finished item of work but excluding cost of steel and its fabrication charges in All thick in CM (1:3) CM (1:3) Floors in First floor

As directed by Engineer in charge

Page 114

Estimate Sl.N Quantity o (only figures) 1

2

72

90.00

73

74

75

76

77

70.50

12.00

0.00

0.00

0.00

Descripation of Work

Type of Item short Rate work (200 description Apss/mord (Rs.) up characters (100 number to 2 ) characters) decimals

Unit

Amount (Rs.)

7

8

9

480.35

1 Sqm

43231.50

772.40

1 Sqm

54454.20

126

60664.40

1 Mt

727972.80

308

206.65

1 Cum

0.00

2569.80

1 Cum

0.00

4053.40

1 Cum

0.00

4 5 6 3 Dadooing to walls with white glazed tiles 1st. quality of any size of brand as approved by Engineer - in - charge and set over a base coat of CM (1:5), 12mm thick and neat cement paste at the rate of 3.3 Kg/Sqmt. and jointed with white cement paste mixed with pigment of matching shade including cost and conveyance of all materials like Dadooing Dadooing to cement, sand, water, tiles, etc. to site, seigniorage charges, sales and other taxes on all materials, C921 such as to walls walls with mixing of cement mortar, laying in position, curing, lift charges etc., complete for finished item of work (APSS with white white glazed 701 & 707 No.701 & 707) in All Floors in First floor glazed tiles tiles

Flooring with Ceramic Tiles of 7.3mm thick 1st. quality of any shade as approved by Engineer - in - charge set over a base coat of CM (1:8), 12mm thick laid over flooring bed / V.R.C.C. slab, with neat cement slurry of honey like consistency spread at the rate of 3.3 Kgs of cement per Sq.m and jointed with neat white cement paste to full depth mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, ceramic tiles etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, curing, lift charges etc., complete for finished item of work. (APSS No.701 & 707) in All Floors in First floor Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors. in first floor in First floor

Flooring with Ceramic Tiles of 7.3mm thick

Providing Providing High Yield High Yield Strength Strength Deformed Deformed (HYSD) (HYSD) steel steel bars bars

Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work including seignerage charges excluding dewatering charges etc., Earthwork complete for Foundation of Building.(APSS No. 308) Random Rubble stone masonry, in CM (1:8) prop: (Cement: Sand) using Hard blasted Granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, sand, water, etc., to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete for finished item of work for foundation and basement (APSS No. 601 & 615) Brick Masonry in superstructure with CM (1:8) prop: using Fly ASH Bricks of size 290x225x140mm with compressive of 50 Kgs / Sqcm from approved source including cost and conveyance of all materials like cement, sand, fly ash bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504).

Flooring with Ceramic Tiles 701 & 707 of 7.3mm thick

RR Masonry

Brick Masonry

Earthwork

RR Masonry 601 & 615

Brick Masonry

501 & 504

Page 115

Estimate Sl.N Quantity o (only figures) 1 78

79

80

81

82

83

84

85

2 0.00

0.00

0.00

0.00

600.00

250.00

Descripation of Work

Type of Item short Rate work (200 description Apss/mord (Rs.) up characters (100 number to 2 ) characters) decimals

4 5 3 Supply and Fixing of 50mm thick Jali including cost and conveyance of all materials to site, sales & other taxes, all Supply and Supply and operational, incidental and labour charges etc., complete for finished item of work in All Floors. Fixing Fixing RCC RCC Jali Jali Plain Cement Concrete corresponding to M10 grade as per IS 456 equivalent to (1:3:6) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, Concrete PCC incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work for (1:3:6) Bed Blocks and Hold Fasts (APSS No. 402)

Flush Pointing to CRS Masonry in CM(1:3) Prop: including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)

Flush Pointing

Whiting to new walls and ceiling in two coats with Birla White or equavalent quality to give an even shade after thoroughly brushing the surface to remove all loose powdered materials including cost and conveyance of all materials and water to site, sales & other taxes, all operational, incidental and labour charges such as cleaning the Whiting to surface, painting, curing etc., complete for finished item of work for internal walls. (APSS No.901 & 908) in All new walls Floors Supply and Fixing of 25mm dia 2mm thick PVC pipe (ISI MARK) concealed in Roof Slabs with all required accessories including masonary work and labour charges etc., complete. Make : Sudhakar/ Maco Plast / Modi 25mm dia PVC pipe in Slab Supply and Fixing of 25mm dia 1.5mm thick P.V.C. pipe (ISI MARK) concealed in wall with all required accessories including masonary work for light, fan and separate plug point with well seasoned TW box including all 25mm dia labour charges etc., complete. Make : Sudhakar/ Maco Plast / Modi PVC pipe in Walls

Unit

Amount (Rs.)

6

7

8

9

As directed by Engineer in charge

401.30

1 Sqm

0.00

4435.40 1 Cum

0.00

PCC (1:3:6)

402

Flush Pointing

901 , 906

48.55 1 Sqm

0.00

Whiting to new walls

901 & 908

22.10 1 Sqm

0.00

As directed 25mm dia by PVC pipe in Engineer in Slab charge

52.45

1 Rmt

31470.00

As directed 25mm dia by PVC pipe in Engineer in Walls charge

57.15

1 Rmt

14287.50

160.00

Wiring with 2 runs of 14/0.3mm (1.0 Sq.mm) Fire Retardant (FR) P.V.C. insulated flexible copper cable (ISI 1.00Sqmm 1.00Sqmm MARK) in existing pipe with 6A switch, Ceiling rose and 3mm thick hylam sheet covering to switch control box PVC PVC including all labour charges etc., comp insulatedco insulatedcopp Make : Finolex / RR Kabel / KEI pper cable er cable

As directed by Engineer in charge

334.20

Point

53472.00

0.00

Wiring with 2 runs of1.0 Sqmm PVC insulated flexible copper cable,(phase,neutral) in the metalic/nonmetalic 1.00Sqmm 1.00Sqmm conduit pipe with 6A flush type two way switch control, ceiling rose and 3mm thick hylam sheet covering to MS PVC PVC switch control box including all labour charges etc., complete for staircase in Residential buildings as required. insulatedco insulatedcopp Make: Finolex L&T. pper cable er cable

As directed by Engineer in charge

491.10

Point

0.00

Page 116

Estimate Sl.N Quantity o (only figures) 1

2

86

24.00

87

88

89

90

91

92

93

Descripation of Work

Type of Item short Rate work (200 description Apss/mord (Rs.) up characters (100 number to 2 ) characters) decimals

Amount (Rs.)

5

6

7

8

9

3 pin wall plug

As directed by Engineer in charge

87.90

Point

2109.60

1.0Sqmm PVC insulated copper cable

As directed by Engineer in charge

193.45

Point

0.00

As directed by 3 pin plugs Engineer in charge

426.90

1 Each

3415.20

Supply and fixing of cat-6 RJ-45information outlets including dual face plate with MS box with modular plate cover with screws connections etc., Makes: Belden/D link/Legrand informatio n outlets

As directed information by outlets Engineer in charge

548.20

1 Each

0.00

450.00

Supply and run of 1 of 14 /0.3mm (1.0 Sq.mm) FR P.V.C. insulated flexible copper cable in existing pipe for earth P.V.C continuity including all labour charges etc., complete. insulated Make : Finolex / RR Kabel / KEI flexible cable

As directed P.V.C by insulated Engineer in flexible cable charge

15.05

1 Rmt

6772.50

600.00

Supply and run of 2 of 2.5 Sq mm PVC insulated flexible copper cable and 1 run of 1.00 Sq mm flexible PVC P.V.C insulated flexible copper cable in the existing conduit pipe for run of mains from main panel board to TPN DB'S insulated to swithc boards connections etc., flexible cable

As directed P.V.C by insulated Engineer in flexible cable charge

72.80

1 Rmt

43680.00

Supply and 2 runs of 4.0 sq mm PVC insulated flexible copper cable and 1 run of 2.5 sq.mm flexible PVC insulated copper cable for earthing in the existing conduit pipe for power point including labour charges for 16A sockets. P.V.C Make : Finolex / RR Kabel / KEI insulated flexible cable

As directed P.V.C by insulated Engineer in flexible cable charge

111.35

1 Rmt

61242.50

Supply and run of 4 of 10 Sq mm PVC insulated flexible copper cable and 1 run of 4 Sq mm PVC insulated flexible copper cable in the existing conduit pipe for run of mains from main panel board to TPN DB'S with pin type lugs P.V.C and connections etc.,complete insulated flexible cable

As directed P.V.C by insulated Engineer in flexible cable charge

392.85

1 Rmt

39285.00

0.00

8.00

0.00

550.00

100.00

4 3 Supply and fixing of 6A 3 pin wall plug socket with 6A switch control on a common switch board with earth continuity including wire leads, earth connections along with all labour charges etc., complete. 3 pin wall Makes : Anchor Penta cherry/ Gold Medal Olive /Million Zoom plug

Unit

wiring with 2 runs of 14/0.3(1.0 Sqmm) PVC insulated FR flexible copper cable,(phase,neutral) in the 1.0Sqmm metalic/nonmetalic conduit pipe with 6A flush type switch control, switch control box including all labour Charges PVC etc., complete. insulated Make : Finolex / RR Kabel / KEI copper cable Supply and Fixing of 16A 3pin and 6A 3pin plug socket with and 16A switch control duly recessed in wall with MS switch deep box of 6" x8" x2 1/2" size covered with hylam sheet including earth connections and all labour charges etc., complete. Plug Socket. 3 pin plugs Makes : Gold Medal OLIVE / ANCHOR Penta cherry / Million ZOOM.

Page 117

Estimate Sl.N Quantity o (only figures) 1

94

95

96

2

30.00

30.00

4.00

97

60.00

98

4.00

99

2.00

Descripation of Work

Unit

Amount (Rs.)

7

8

9

As directed by Tube lights Engineer in charge

971.50

1 Each

29145.00

Batten holder

As directed by Batten holder Engineer in charge

43.00

1 Each

1290.00

Ceiling Fans

Ceiling Fans

As directed by Engineer in charge

1626.10

1 Each

6504.40

Ceiling Ceiling Fan Fan Regulators Regulators Fixing Fixing Labour charges for Fixing of Ceiling fan and regulator including transportation and giving connections with twin Ceiling Ceiling Fan core wire etc., complete. Fan Regulators Regulators Supply of fresh air exhaust fan of heavy duty 250V A.C.50Hz.. 300mm size (12") 900 R.P.M etc., complete. Makes: CG / Bajaj / Havells/ Orient. Exhaust Exhaust Fans Fans

As directed by Engineer in charge As directed by Engineer in charge As directed by Engineer in charge

269.70

1 Each

16182.00

92.90

1 Each

371.60

2671.45

1 Each

5342.90

As directed Fixing by Exhaust fans Engineer in charge

413.00

1 Each

826.00

4 3 Supply, Transportation and fixing of 4' - 40 Watt box type flourescent single Tube Light fitting with Energy saving electronic ballast, consuming 28 W suitable for 40 Watt tube on varnished teak wood round blocks with flexible 3 core wire etc.,, complet Tube lights Makes : Chowk: Trinic , tube : Surya / Havells / HPL / Fortune art Supply and fixing of batten holder / slanting holder in lieu of ceiling rose of light point complete with all connections and all labour charges with 40W bulb (for new installation). Makes : Gold Medal /Million / Vimal

Supply of 1200 mm (48") sweep 230V, A.C 50 Hz.Ceiling fan with 3 Blades and double ball bearings with all standard accessories. Makes: Crompton Decora / Bajaj Ultima /Havells Velocity / Usha Astra / Orient PSPO.

101

2.00

2.00

Supply of 1x40W weather proof flourescent streetlight fitting comprising canopy of sheet Aluminium in stove enamel finish with copper / VPIT ballast, capacitor, tube and starter etc., complete. Makes: Phillips / GE / Wipro /Thorn Fixing of 40W street light luminaire to the wall with 1.0 Mtr., 25mm dia GI pipe bracket and anti tilting MS flat etc., including giving connections and labour charges etc., complete.

102

2.00

5

Supply and erecting Electronic type regulator for ceiling fans 1200 mm sweep complete erected on existing board. Make : Anchor Penta Cherry / Gold Medal Olive / Million Zoom

Labour charges for fixing of Exhaust fan in wall with necessary connections and masonary work of making hole, finishing etc., complete 100

Type of Item short Rate work (200 description Apss/mord (Rs.) up characters (100 number to 2 ) characters) decimals

Fixing Exhaust fans

6

Street Lights

Street Lights

As directed by Engineer in charge

1504.50

1 Each

3009.00

Fixing Street lights

As directed Fixing Street by lights Engineer in charge

475.80

1 Each

951.60

Page 118

Estimate Sl.N Quantity o (only figures) 1

2

103

1.00

104

105

106

2.00

8.00

0.00

Descripation of Work

Type of Item short Rate work (200 description Apss/mord (Rs.) up characters (100 number to 2 ) characters) decimals

4 5 6 7 8 3 Supply and fixing TPN - Vertical type Distribution board with IP -43 Protection with 125A, 4 Pole 25 kA MCCB as incomer with 4Nos 63A TP MCBs and 12 Nos. 10 kA SPMCBs as outgoing including internal connection and As directed labour charges for flush mounting etc. Distributio Distribution by 17058.00 1 Each n Boards Boards Engineer in charge Supply and fixing TPN Distribution board with IP-43 protection (Metal Door) suitable for 3 phase ELCB / RCCB / FP Isolator as incomer and 10kA SP MCBs as outing going including internal connection and labour charges for As directed flush mounting etc., complete. 40A 4 Pole isolater 1 No 10KA 6-32 A range SPMCBS 8Nos for Outgoing. Make: Distributio Distribution by MDS / SCHNEIDERS. n Boards Boards Engineer in charge Supply and fixing 8 way SPN Distribution board with IP-43 protection (Metal Door) suitable for single phase ELCB / RCCB / DP Isolator as incomer and 10kA SP MCBs as outing going including internal connection and labour As directed charges for flush mounting etc., complete. 40A Double Pole isolater 1 No 10KA 6-32 A range SPMCBS 6Nos for Distributio Distribution by Outgoing. n Boards Boards Engineer in Make: Miltec / Sputnik / Crystal / Bentec. charge Supply and fixing TPN Distribution board with IP-43 protection (Metal Door) suitable for 3 phase ELCB / RCCB / FP Isolator as incomer and 10kA SP MCBs as outing going including internal connection and labour charges for As directed flush mounting etc., complete. 63 A FP Isolater 1 No, 6-32 A SPMCB's 8 Nos .Make :MDS / SCHNEIDERS. Distributio Distribution by n Boards Boards Engineer in charge supply of 35 sqmm 3.5 core PVC XLPE armourd cable 1100V Grade with ISI Mark Standard / Solid Alluminium Conductor. Make : Universal/NICCO/Torrent/CCI

107

108

109

Armoured Cable

0.00

3.00

1.00

Unit

Providing independent earthling by excavating a trench to a depth of 2.1 M in all soils, as per size specified in the Data, using 40mm dia 'B' class GI pipe of 2.5 Mtrs length with necessary accessories with hume pipe ring duly providing staggered holes

Supply and Fixing of 3 phase meter Box, 3 Nos 100 A fuse units, Neutral link, on T.W block with all accessaries etc., complete for finished items of work.

Earthing

Meter Box

Amount (Rs.)

9

17058.00

6472.30

1 Each

12944.60

3226.50

1 Each

25812.00

5726.20

1 Each

0.00

Armoured Cable

As directed by Engineer in charge

246.20

1 Rmt

0.00

Earthing

As directed by Engineer in charge

1888.30

1 Each

5664.90

Meter Box

As directed by Engineer in charge

3174.00

1 Each

3174.00

Page 119

Estimate Sl.N Quantity o (only figures) 1 110

111

112

2 20.00

1.00

10.00

Descripation of Work

Type of Item short Rate work (200 description Apss/mord (Rs.) up characters (100 number to 2 ) characters) decimals

114

115

116

1.00

50.00

50.00

2.00

Amount (Rs.)

4 3 Supply and laying of 2 pair telephone wire in the existing metallic/non metallic conduit pipe with connections etc.,complete Telephone Makes: million/payal/goldmedal/powerflex wire

5

6

7

8

9

Telephone wire

As directed by Engineer in charge

15.00

1 Rmt

300.00

Supply and fixing of telephone jack type socket with top on MS box with modular plate cover with screws connections etc., Makes: Gold Medal Olive / Million zoom telephone jack box

telephone jack box

As directed by Engineer in charge

203.70

1 Each

203.70

Supply and laying of LAN cable Cat-6(A) UTP CABLE in the existing metallic/non metallic conduit pipe with connections etc.,complete Makes:D Link/Finolex Cat -6 lan cable

Cat -6 lan cable

As directed by Engineer in charge

30.70

1 Rmt

307.00

As directed by CFL Lamps Engineer in charge

115.00

1 Each

115.00

536.95

1 Rmt

26847.50

220.05

1 Rmt

11002.50

5980.45

1 Each

11960.90

Supply of 18W pin type CFL Lamp of Makes:Wipro/Bajaj/Phillips/Thorn 113

Unit

CFL Lamps

Supplying and laying, filling, jointing and testing SWG SP-1 pipes of ISI make confirming to IS 1651 & 4127 1st quality with air tight Cement joints in CM (1.5:1)prop. including excavation of trenches and socket pits in any soil (except rock requiring blasting) and refilling with watering and tamping including cost and conveyance of all SWG pipes SWG pipes materials to site and all labour charges for finished item of work (APSS NO 1301 & 1318) for 152.40mm dia SWG 152.40mm 152.40mm pipe upto 5' depth dia dia

1301 & 1318

Supplying and laying, filling, jointing and testing SWG SP-1 pipes of ISI make confirming to IS 1651 & 4127 1st quality with air tight Cement joints in CM (1.5:1)prop. including excavation of trenches and socket pits in any soil (except rock requiring blasting) and refilling with watering and tamping including cost and conveyance of all SWG pipes SWG pipes As directed materials to site and all labour charges for finished item of work (APSS NO 1301 & 1318) for 101.60 mm dia SWG 101.60mm 101.60mm by Engineer in pipe upto 3' depth dia dia charge Constructing 904.0 mm (3’0”) dia solid block masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using fly ash blocks of 225mm thick from approved source having a minimum crushing strength of 10 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 1524 mm (3'-0") in all sorts 3' 0" dia of soils (exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 3' 0" dia Masonry benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all Masonry materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental Inspection Inspection and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete Chambers Chambers 3' 3' depth depth for finished item of work as per Standard specification.

As directed by Engineer in charge

Page 120

Estimate Sl.N Quantity o (only figures) 1

2

117

18.00

118

119

120

121

122

30.00

30.00

40.00

30.00

20.00

Descripation of Work

Type of Item short Rate work (200 description Apss/mord (Rs.) up characters (100 number to 2 ) characters) decimals

Unit

Amount (Rs.)

4 3 Supplying and fixing CI Nahani traps 100 mm dia Inlet- 75 mm (3") outlet pipe - 4 Kgs 1st quality ISI marked conforming to IS:1729-1979 with C.P. Grating fixing with white cement as per site requirements with standard practice for all floors including cost and conveyance of all materials to site, labour charges etc., complete for CI Nahani finished item of work. Traps

5

6

7

8

9

CI Nahani Traps

As directed by Engineer in charge

347.75

1 Each

6259.50

Supply and fixing of CI pipes 101.6mm Single socket ISI marked confirming to IS: 1729 - 1979 of reputed make with cement caulked joints and paintaed black with japan paint and fixing with necessary woden blocks fixed in the masoery walls in CM (1.5:1) including fixing of MS clamps of necessary size and required no of Bombay nails CI 101.60 etc., complete including cost and conveyance of all materials to site all labour charges sales and other taxes on all mm Dia materials etc.,, complete for finished item of work all Floors PIPES

CI 101.60 mm Dia PIPES

As directed by Engineer in charge

840.20

1 Rmt

25206.00

As directed by Engineer in charge

735.30

1 Rmt

22059.00

15mm Dia

As directed by Engineer in charge

172.15

1 Rmt

6886.00

20mm Dia

As directed by Engineer in charge

191.55

1 Rmt

5746.50

25mm Dia

As directed by Engineer in charge

250.80

1 Rmt

5016.00

Supply and fixing of CI pipes 76.2 mm Single socket ISI marked confirming to IS: 1729 - 1979 of reputed make with cement caulked joints and paintaed black with japan paint and fixing with necessary woden blocks fixed in the CI Pipes masoery walls in CM (1.5:1) including fixing of MS clamps of necessary size and required no of Bombay nails CI Pipes etc., complete including cost and conveyance of all materials to site all labour charges sales and other taxes on all 76.20mm 76.20mm Dia Dia materials etc.,, complete for finished item of work all Floors Supplying & fixing GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings in ground or on wall including cost of tees, elbows, bends, reducers, couplings, running joints, union flanges, unions etc. with necessary excavation in all types of soils except rock requiring blasting, refilling, chiselling masonry walls and making good the walls & floors to the original surface and fixing MS clamps on TW blocks on walls including cost 15mm Dia and conveyance of all materials and labour charges complete for finished item of work. for 15mm Nominal bore

Supplying & fixing GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings in ground or on wall including cost of tees, elbows, bends, reducers, couplings, running joints, union flanges, unions etc. with necessary excavation in all types of soils except rock requiring blasting, refilling, chiselling masonry walls and making good the walls & floors to the original surface and fixing MS clamps on TW blocks on walls including cost 20mm Dia and conveyance of all materials and labour charges complete for finished item of work. for 20mm Nominal bore

Supplying & fixing GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings in ground or on wall including cost of tees, elbows, bends, reducers, couplings, running joints, union flanges, unions etc. with necessary excavation in all types of soils except rock requiring blasting, refilling, chiselling masonry walls and making good the walls & floors to the original surface and fixing MS clamps on TW blocks on walls including cost 25mm Dia and conveyance of all materials and labour charges complete for finished item of work. for 25mm Nominal bore

Page 121

Estimate Sl.N Quantity o (only figures) 1

123

124

125

126

2

20.00

5.00

2.00

18.00

Descripation of Work

Type of Item short Rate work (200 description Apss/mord (Rs.) up characters (100 number to 2 ) characters) decimals

4 3 Supplying & fixing GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings in ground or on wall including cost of tees, elbows, bends, reducers, couplings, running joints, union flanges, unions etc. with necessary excavation in all types of soils except rock requiring blasting, refilling, chiselling masonry walls and making good the walls & floors to the original surface and fixing MS clamps on TW blocks on walls including cost 40mm Dia and conveyance of all materials and labour charges complete for finished item of work. for 40mm Nominal bore

6

7

8

9

40mm Dia

As directed by Engineer in charge

394.45

1 Rmt

7889.00

50mm Dia

As directed by Engineer in charge

425.25

1 Rmt

2126.25

GM Peet Valve

As directed by Engineer in charge

1417.05

1 Each

2834.10

Orissa Pan WC

As directed by Engineer in charge

1487.70

1 Each

26778.60

N.P bib tap

N.P bib tap

As directed by Engineer in charge

249.70

1 Each

3995.20

NP soap dish

NP soap dish

As directed by Engineer in charge

234.85

1 Each

469.70

GM Peet Valve

Supplying and fixing 580 mm x 440 mm long Orissa pan white glazed Water Closet 1st qualityISI marked confirming to IS:2556-Part-3-1981 with "P" or "S" trap Hindware / Parryware / Neycer with brick masonry seat, CC squatting plate and fixing 12.70mm dia NP Push cock 1st quality , P trap or S trap of Indian W.C. shall be encased on CC (1:2:4) 150mm alround well above the joint to stop leakage at the joint etc., complete including cost and conveyance of all materials to site, cost of CC bed, labour charges and seigniorage charges etc., complete for Orissa Pan WC finished item of work.

Supplying and fixing NP bib taps of size 12.70mm dia of Indian make Seiko or equivalent including cost and conveyance of all materials, labour charges etc., complete for finished item of work in all floors.300 grams 127

128

16.00

2.00

Supplying and fixing NP soap dish heavy type of approved make ISI quality with NP screws etc., complete including cost and conveyance of all materials, labour charges for fixing etc., complete for finished item of work in all floors as per ssr item no 598

Amount (Rs.)

5

Supplying & fixing GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings in ground or on wall including cost of tees, elbows, bends, reducers, couplings, running joints, union flanges, unions etc. with necessary excavation in all types of soils except rock requiring blasting, refilling, chiselling masonry walls and making good the walls & floors to the original surface and fixing MS clamps on TW blocks on walls including cost 50mm Dia and conveyance of all materials and labour charges complete for finished item of work. for 50mm Nominal bore

Supplying and fixing Gunmetal Gate ( GM peet ) valve as per IS-778 Class - I , Indian make heavy type including cost and conveyance of all materials , labour charges etc. complete for finished item of work. for 40mm Nominal bore

Unit

Page 122

Estimate Sl.N Quantity o (only figures) 1

2

129

6.00

130

2.00

Descripation of Work

Type of Item short Rate work (200 description Apss/mord (Rs.) up characters (100 number to 2 ) characters) decimals

4 3 Supplying and fixing Indian make Flat Back Wash Hand Basin (HSW/Parryware/ Neycer) 1st quality conforming to IS:2556-Part-4:1972 of size 550mm x 400mm with waste fittings like rubber plug, chain, 32 mm nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963-1979 and fitted with 15 mm nominal bore Chromium Plated Pillar Tap of 1st quality Indian make 400 grams Seiko/ Esso or equivalent complete with standard CI brackets Flat Back including wooden block ,1 No.12.70mm PVC connection with brass union nuts CP coated , 1 No.12.70mm NP bib Wash tap 300 gms Seiko or equivalent including cost and conveyance of all materials to site, labour charges etc. complete Basin for finished item of work

Supplying and fixing TV shape mirror with plastic frame of size 609.6mm x 457.2mm , plywood back with NP screws 1st quality including cost and conveyance of all materials, labour charges etc., complete for finished item of TV shape work in all floors. mirror

Unit

Amount (Rs.)

7

8

9

As directed Flat Back by Wash Basin Engineer in charge

2317.70

1 Each

13906.20

TV shape mirror

As directed by Engineer in charge

495.90

1 Each

991.80

Towel Rod

As directed by Engineer in charge

158.50

1 Each

317.00

5.70

1 Lit

11400.00

AC Cowl

As directed by Engineer in charge

68.40

1 Each

68.40

AC Cowl

As directed by Engineer in charge

46.75

1 Each

46.75

As directed by Engineer in charge

79.80

1 Rmt

399.00

5

Supplying and fixing of 25.4mm dia , 609.6mm long aluminium anodized towel rods with brackets and aluminium screws including cost and conveyance of all materials, labour charges etc., complete for finished item of work. 131

2.00

Towel Rod

6

Providing and placing on terrace (at all floor levels) polyetheylene water storage tank with double layer approved As directed brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet and outlets PVC Water PVC Water by 132 2,000.00 and over flow pipes but without fittings and base support for tanks including cost and conveyance of all materials storage storage tank Engineer in and labour charges for placing and fixing in position as directed by Engineer-in-Charge. tank charge

133

134

135

1.00

Supply and Fixing of AC Cowls 88.9 mn dia with all necessary requirements including all operational , incidental sales and other taxes and all labour charges etc., complete including cost and convenyance of all materials complete AC Cowl for finished item of work for all Floors.

1.00

Supply and Fixing of AC Cowls 63.50 mn dia with all necessary requirements including all operational , incidental sales and other taxes and all labour charges etc., complete including cost and convenyance of all materials complete for finished item of work for all Floors. AC Cowl

5.00

Manufacture, supply & delivery of 50mm of outer dia HDPE pipes of 6Kg/Sqcm. conforming to IS 4984 - 1995 including transportation to site including laying and jointing of HDPE pipes as per BIS No.7634 Part -II/75 including fixing required specials /fittings including excavation of trenches up to 0.50 mts depth in all soils except rock requires blasting and refilling trenches after laying and jointing of pipes as per standard specifications including HDPE Pipe HDPE Pipe cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work.

Page 123

Estimate Sl.N Quantity o (only figures) 1

2

136

40.00

137

138

139

140

141

0.90

0.90

30.00

3.00

1.50

Descripation of Work

Type of Item short Rate work (200 description Apss/mord (Rs.) up characters (100 number to 2 ) characters) decimals

4 5 3 Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour Earth Work Earth Work charges etc., complete for finished item of work including seignerage charges excluding dewatering charges etc., Excavation Excavation complete for Septic tank soak pit and sump.(APSS No. 308) Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to PCC site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour PCC charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top (1:5:10)wit (1:5:10)with h 40mm surface, curing concrete, etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. 40mm metal metal 402)

Plain Cement Concrete corresponding to M15 grade as per IS 456 equivalent to (1:2:4) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse PCC PCC aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, (1:2:4)with (1:2:4)with incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work 40mm 40mm metal (APSS No. 402) metal

7

8

9

308

128.85

1 Cum

5154.00

402

3102.55

1 Cum

2792.30

402

5074.20

1 Cum

4566.78

2569.80

1 Cum

77094.00

242.85

1 Sqm

728.55

3239.19

1 Cum

4858.78

As directed RCM RCM Baffle by Baffle wall wall Engineer in charge

Construction of Perforated Dry Brick Masonry without using CM and keeping vertical dry joints of 15 to 20mm as directed by the Engineer – in – Charge including cost and conveyance of all amterials to site seignorage charges, Perforated dry brick sales and other taxes, all labour charges etc., complete item of work for Soak Pit. masonry

Perforated dry brick masonry

Amount (Rs.)

6

Random Rubble stone masonry, in CM (1:8) prop: (Cement: Sand) using Hard blasted Granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, sand, water, etc., to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges RRS such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., RRS Masonry Masonry in 601 & 615 complete for finished item of work for foundation and basement (APSS No. 601 & 615) in CM CM

Construction of 50.8mm thick RCM Baffle wall with 2.267 Kg steel and rabit wire mesh in CM (1:3) prop: with fine rendering in neat cement in septic tank including cost and convenyance of all materials to site, seigonarage charges sales and othe taxes on all materials , and all labour charges etc., complete for finished item of work.

Unit

As directed by Engineer in charge

Page 124

Estimate Sl.N Quantity o (only figures) 1

2

142

46.00

143

144

145

146

11.25

0.25

1.00

1.00

Descripation of Work

Type of Item short Rate work (200 description Apss/mord (Rs.) up characters (100 number to 2 ) characters) decimals

4 3 Providing impervious coat over RCC roof slab to required slopes with CM (1:3) prop. 20mm thick (average) mixed with water proofing compound manufactured by reputed manufacturers as approved by Engineer-in-charge at 1Kg/bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm including cost and conveyance of all materials like cement, sand, water proofing compound, water etc., to site, seigniorage charges, sales & other taxes on all materials, all Impervious operational, incidental and labour charges such as mixing mortar, laying, rounding off at junctions of wall and slab, plastering rendering smooth with thread lining, curing, lift charges, etc., complete for finished item of work (APSS No. 901 & 903). Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403) For beams and slabsVRCC M20 for Slabs 125mm thick

VRCC M20

CI Pipes

Supply and Fixing of AC Cowls 88.9 mn dia with all necessary requirements including all operational , incidental sales and other taxes and all labour charges etc., complete including cost and convenyance of all materials complete for finished item of work for all Floors. AC Cowl

Amount (Rs.)

5

6

7

8

9

Impervious plastering

901 & 903

263.10

1 Sqm

12102.60

VRCC M20

402 & 403

899.35

1 Sqm

10117.69

126

60020.30

1 Mt

15005.08

CI Pipes

As directed by Engineer in charge

840.20

1 Each

840.20

AC Cowl

As directed by Engineer in charge

68.40

1 Each

68.40

Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as HYSD HYSD Steel cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished Steel bars bars item of work (APSS No.126) in all floors.

Supply and fixing of CI pipes 101.6mm Single socket ISI marked confirming to IS: 1729 - 1979 of reputed make with cement caulked joints and paintaed black with japan paint and fixing with necessary woden blocks fixed in the masoery walls in CM (1.5:1) including fixing of MS clamps of necessary size and required no of Bombay nails etc., complete including cost and conveyance of all materials to site all labour charges sales and other taxes on all materials etc.,, complete for finished item of work all Floors

Unit

Page 125

Estimate Sl.N Quantity o (only figures) 1

2

147

2.00

148

5.00

Descripation of Work

Type of Item short Rate work (200 description Apss/mord (Rs.) up characters (100 number to 2 ) characters) decimals

4 5 6 3 Supply and Fixing of 914.4mm x 457.2mm Light Weight CI Manhole Frame and Cover (30 Kgs) complete for As directed finished item of work including cost and conveyance of all materials to site, all labour charges, sales and other taxes CI Man CI Man hole by on all materials etc., complete for finished item of work. hole cover cover Engineer in charge Supply and Fixing of CI Steps for Septic Tank / Manhole complete for finished item of work including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work.

CI Steps

CI Steps

As directed by Engineer in charge

Unit

Amount (Rs.)

7

8

9

1875.30

1 Each

3750.60

60.45

1 Each

302.25

TOTAL Rs

9878194.87

Page 126

Tender Notice No : NIT No :168 Dt.

09-11-2012.

168

STATEMENT SHOWING THE DETAILS OF TENDERS CALLED VIDE NIT No :168 Dt.

09-11-2012. in APEWIDC , Hyderabad Prime quantiries

Te nd Period er of Ca Compl ll etion No .

Sl No

Name of the Work

Nit No.

1

2

3

4

1

Construction of Government Junior College Building at Bearpur (V) Sarangapur (M) Karimnagar District under NABARD RIDF - XVIII

NIT No : 168 Dt. 09-112012.

1st

Transacti on Fee Similar payable to Nature Of APTS @ Works @ 0.03% 50% of +12.36% ECV per service year tax on 0.03%

Servic charges payable to Solvency MD, APTS @25% of by the ECV per sucsessfull year bidder @0.04% of ECV

Estimate Quantities Minimum Quantities required Servic charges payable to MD, APEWID PCC PCC C by the RCC Plaster Floori Plasteri Floor sucsessful Masonr VRCC ing in ng in Mason RCC ng in y ry VRCC ing l bidder in sqm sqm sqm in cum @0.06% cum of ECV

ECV

EMD @1%

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

12

9878195

98800

3330

4939098

2469549

3952

5927

419

514

4585

1149

210

257

2293

575

Page 127

P NIT No

Name of work

Construction of Government Junior College Building at Bearpur (V) Sarangapur (M) Karimnagar District under NABARD RIDF 1 168 XVIII

Lr no from SE

Name of circle Name of District

Hyderabad

Karimnagar

NIT No

NIT No. MD/APEWIDC/NIT/168/20122013 DATED: 09/11/2012

ECV

9878195

ECV in words

BidProcessingFee

#VALUE!

20000

Bid processing fee Bid processing fee to be handed over in favour of to

Superintending Engineer, APEWIDC, Hyderabad

Superintending Engineer, APEWIDC, Hyderabad

EMD

Bank Gurantee in favour of

Period of completion

Superinten ding Engineer, APEWIDC, 98800 Hyderabad 12 Months

BGValidity for BalanceEMD Class of contractor

36 Months

DownloadingOfBid

DateOfBidReceipt

As per G.O Ms No. 94, I&CAD (PW.COD) Dept. Dated:1/07/2003: Class 20/11/2012 at 3.00 PM to III 05/12/2012 up to 3:30 PM

20/11/2012 at 3.30 PM to 5/12/2012 up to 4:00 PM

TechnicalBid

05/12/2012 at 4.30 PM

PriceBid

10/12/2012 at 4.00 PM

SimilarNatureOfWork RRMasonry PCCRCC

4939098

210

257

Plasterin SteelCen Flooring PinVibrators PanVibrators WeighBatchers ConcreteMixers QCLabs g tering

2293

575

750

2

2

1

2

0

GraduateEngineers

1

DiplomaEngineers Solvency IssuedEarlier

1

2469549

4/12/2011

TransactionFee APTSServiceChrg APEWIDCSerChrg

3330

3952

SSR

Building SSR 2012-2013 adopting rates of Cement & Steel for the month of October, 5927 2012 (2nd month of 2nd quarter)

SSRCement SSRHYSDBars SSRMildSteel SEArbitration

5000.00

44400.00

44000.00 Hyderabad

Penality for as built drawings

L1

20000 S.S Constructions. a

Tender discount

8.19% Less

LrNo

TCV

L2

M/s Deepak 22326965.42 Constructions b

Tender discount

5.60% Less

L3

G.Madhusudhan Reddy. c

Tender discount

5.49% Less

L4

Ch.Marthanda Rao & Co. d

Tender discount

4.50% Less

L5

M/s VCR Associates. e

Tender discount

3.86% Less

L6

B.Sanjeeva Reddy. f

Tender discount

3.69% Less

L7

Tender discount

L8

Tender discount

L9

Tender discount

L10

Tender discount

Srico Projects Pvt. Ltd. 3.29% Less

Aditya Housing & Infrastructure Dev. Corp. P. 3.10% Ltd. Less

3.06% Murali. M Less

M/s Sripathi Constructi 0.69% ons. Less

g

h

i

j

L11

k

Tender discount

Name of the work : Sub Estiate for the work Providing Electrification to Model School S. Quantity NO .

Description of Work

Unit

Rate (Rs.) in fig.

Amount (Rs.)

CONDUIT PIPE

1 1250 RM

#REF!

ONE RM

#REF!

#REF!

2

#REF!

ONE RM

#REF!

#REF!

500 RM

WIRING 3

657 PTS #REF!

POINT

#REF!

#REF!

4

82 PTS #REF!

POINT

#REF!

#REF!

Supply and fixing of 3 Nos 6A 3 pin wall plug socket with 3 Nos. 6A EACH switch control on a common switch board with earth continuity including wire leads, earth connections along with all labour charges etc., complete. Makes : Anchor / Gold Medal Olive /Million Zoom

#REF!

#REF!

57

5

207 PTS Wiring with three runs of 1.0 sq.mm insulated PVC flexible copper conductor cable (phase, neutral, earth) in the existing conduit pipe with 6 Amps flush type switch, and 6 A 3/2 pin socket on Separate switch board etc.,complete as required Make:Million / Gold Medal

POINT

#REF!

#REF!

6 7

27 NOS #REF! 7 NOS Supply and fixing single phase DB in sheet steel enclosure with metalic plug and socket with 1 No. 20/32A,10KA SPMCB ( Motor characteristics MCBs) control including making connections etc., complete concealing in wall. Makes : MDS / L&T Hager.

EACH EACH

#REF! #REF!

#REF! #REF!

8

57 NOS Supply and fixing of cat-6 RJ-45information outlets including dual EACH

#REF!

#REF!

face plate with MS box with modular plate cover with screws connections etc., Makes: Belden/D link/Legrand

RUN OF MAINS 9

628 RM

10 1985 RM

Supply and run of 1 of 14 /0.3mm (1.0 Sq.mm) FR P.V.C. insulated flexible copper cable in existing pipe for earth continuity including all labour charges etc., complete. Makes : Gold Medal / Finolex / RPG/ L&T Hager / Million

ONE RM

#REF!

#REF!

Supply and run of 2 of 2.5 sq.mm PVC insulated flexible copper cable and one run of 1.0 sq.mm flexible copper wire for earthing in existing MS conduit pipe for circuits including labour charges (phase neutral and earth) etc., complete as required for switch board circuit mains. Make:Finolex / Gold Medal /L&T/ Million / RPG.

ONE RM

#REF!

#REF!

11

420 RM

Supply and run of 2 of 2.5 sq.mm PVC insulated flexible copper cable for earthing in existing MS conduit pipe for circuits including labour charges (phase neutral and earth) etc., complete as required for switch board circuit mains. Make:Finolex / Gold Medal /L&T/ Million / RPG.

ONE RM

#REF!

#REF!

12

44 RM

Supply and run of 4 of 6 Sq mm PVC insulated flexible copper cable PVC insulated flexible copper cable in the existing conduit pipe for run of mains from main panel board to TPN DB'S with pin type lugs and connections etc.,complete for Lighting Distribution boards. Make:Finolex / Gold Medal /L&T/ Million / RPG.

ONE RM

#REF!

#REF!

13

50 RM

Supply and run of 4 of 10 Sq mm PVC insulated flexible copper cable PVC insulated flexible copper cable in the existing conduit pipe for run of mains from main panel board to TPN DB'S with pin type lugs and connections etc.,complete for PDB's and AC DBS Make:Finolex / Gold Medal /L&T/ Million / RPG.

ONE RM

#REF!

#REF!

14

224 RM

Supply and laying of 2 pair telephone wire in the existing metallic/non metallic conduit pipe with connections etc.,complete

ONE RM

#REF!

#REF!

ONE RM

#REF!

#REF!

Makes: million/payal/goldmedal/powerflex

15

538 RM

Supply and laying of LAN cable Cat-6(A) UTP CABLE in the existing metallic/non metallic conduit pipe with connections etc.,complete Makes:D Link/Finolex

16

50 NOS Supply of 3feet length patch cords of make D link make / Beldan / EACH

200.00

10000.00

17

11 NOS Supply and fixing of telephone jack type socket with top on MS box EACH

#REF!

#REF!

Krone

with modular plate cover with screws connections etc., Makes: Gold Medal Olive / Million zoom

LIGHT FITTINGS 18

306 NOS Supply, Transportation and fixing of 4' - 40 Watt box type flourescent EACH

#REF!

#REF!

19

85 NOS Supply and fixing of batten holder / slanting holder in lieu of ceiling EACH

#REF!

#REF!

20

157 NOS Supply of 1200 mm (48") sweep 230V, A.C 50 Hz.Ceiling fan with 3 EACH

#REF!

#REF!

21

157 NOS Supply and erecting Electronic type regulator for ceiling fans 1200 EACH

#REF!

#REF!

single Tube Light fitting with Energy saving electronic ballast suitable for 40 Watt tube on varnished teak wood round blocks with flexible 3 core wire etc.,, complete with all connections including cost of 40W tube. The fitting shall be under warranty for three years. Makes: Crompton/Bajaj/Surya/Havells.

rose of light point complete with all connections and all labour charges with 40W bulb (for new installation). Makes : Gold Medal /Million / Vimal Blades and double ball bearings with all standard accessories. Makes: Crompton Aura / Bajaj R Gold / Havells Festiva / Usha Premium.

mm sweep complete erected on existing board.

22

157 NOS Labour charges for Fixing of Ceiling fan and regulator including EACH

#REF!

#REF!

23

14 NOS Supply of fresh air exhaust fan of heavy duty 250V A.C.50Hz.. EACH

#REF!

#REF!

24

14 NOS Labour charges for fixing of Exhaust fan in wall with necessary EACH

#REF!

#REF!

25

12 NOS Supply of 1x40W weather proof flourescent streetlight fitting EACH

#REF!

#REF!

26

12 NOS Fixing of 40W street light luminaire to the wall with 1.0 Mtr., 25mm EACH

#REF!

#REF!

27

1 NOS Supply of Integral street light luminaire of 150W HPSV lamp fitting EACH

#REF!

#REF!

28

1 NOS Fixing of MV / SV/MH luminaire on wall with 1.0mt 40mm dia GI EACH

#REF!

#REF!

transportation and giving connections complete.

with twin core wire etc.,

300mm size (12") 900 R.P.M etc., complete. Makes: CG / Bajaj / Havells/ Orient.

connections and masonary work of making hole, finishing etc., complete

comprising canopy of sheet Aluminium in stove enamel finish with copper / VPIT ballast, capacitor, tube and starter etc., complete. Makes: Phillips / GE / Wipro

dia GI pipe bracket and anti tilting MS flat etc., including giving connections and labour charges etc., complete.

comprises of single piece die cast Aluminium body with copper wound ballast and capacitor, Ignitor, with pot optics including 150W HPSV lamp etc., complete. Makes: Phillips / GE. pipe bracket and anti-tilting MS flat, 2.5 Sq.mm flexible copper cable etc.,including all labour charges for mason work and giving connections etc., complete.

DISTRIBUTION BOARDS 29

2 NOS Supply and fixing TPN - Vertical type Distribution board with IP -43 EACH

#REF!

#REF!

30

8 NOS Supply and fixing of TPN 4 way distribution board board flushed in wall suitable for single pole outgoing MCB's in sheet metal enclosure with 63 Amps -4 pole isolator incomer and 12 nos. 16 to 32 Amps single pole, 10 KA breaking capacity MCB outgoings including connections and labour etc. (Lighting DB's) Makes : MDS / L&T Hager.

EACH

#REF!

#REF!

ONE RM

#REF!

#REF!

#REF!

#REF!

31

32 33 34

Protection with 125A, 4 Pole 25 kA MCCB as incomer with 4Nos 63A TP MCBs and 12 Nos. 10 kA SPMCBs as outgoing including internal connection and labour charges for flush mounting etc., complete. Makes: MDS/ L&T Hager

250 RM

Supply of the following PVC XLPE armoured cable 1100 V. Grade with ISI mark stranded/solid aluminimum conduct complete., Make: Universal/NICCO/RPG/SURANA/POY CAB/Paragaon Cables. 3.50Core 25 Sq.mm

2 Nos Supply and fixing of 24 port switches of D link make including EACH making connections and etc., complete 2 Nos Supply of 17U floor mounting net work rack with power spike including all accessries of make HCL / Vall 2 Nos Supply and fixing TPN - Vertical type Distribution board with IP -43 EACH Protection with 1 No. 63A TP MCB as incomer with 24 Nos. 10 kA SPMCBs as outgoing including internal connection and labour charges for flush mounting etc., complete. Makes: MDS/ L&T Hager

CABLES

#REF! #REF!

#REF!

35

100 Mtrs Supply of 3.5 Core 95 Sq. mm PVC XLPE armoured cable 1100 V.

36

upto 50 Sq,mm 200 Mtrs Earth work excavation of Trench in hard ground soil, laying of U.G cables 1 Mtr #REF! on sand cushion #REF! covering th

Grade with ISI mark stranded / solid, aluminimum conductor complete Make: Universal / NICCO/ TORRENT/CCI/ FORTUNE ART

1 Mtr

#REF!

#REF!

EARTHING 37

4 NOS Providing independent earthing by excavating a trench to a depth of 2.1 M in all soild, as per size specified in the Data using 40 mm dia 'B' Class GI pipe of 2.5 mtrs length with necessary accessories with hume pipe rings duly providing staggered holes including filling with equal proportion of salt and charcoal in layers and all labour charges etc., complete for smal quarters.

38

1 NO

EACH

Supply and Fixing of 3 phase meter Box, 3 Nos 100 A fuse units, EACH Neutral link, on T.W block with all accessaries etc., complete for finished items of work.

#REF!

2521.00

TOTAL:

#REF!

2521.00

#REF!

CONVEYANCE CHARGES AS PER COMMON SSR 2009 - 2010

Sl. 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 54

Earth/Sand/ Lead in Gravel/Murru Kms m/Lime/Surki 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00 26.00 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 39.00 40.00 41.00 42.00 43.00 44.00 45.00 46.00 47.00 48.00 49.00 50.00 51.00 52.00 53.00 54.00

0.00 9.82 21.27 31.09 40.91 50.73 60.55 70.37 80.19 90.01 99.83 109.65 119.47 129.29 139.11 148.93 158.75 168.57 178.39 188.21 198.03 207.85 217.67 227.49 237.31 247.13 256.95 266.77 276.59 286.41 294.59 302.77 310.95 319.13 327.31 335.49 343.67 351.85 360.03 368.21 376.39 384.57 392.75 400.93 409.11 417.29 425.47 433.65 441.83 450.01 458.19 466.37 474.55 482.73

PCC Rubble/Size Cement/Steel/RC Slabs/Shabad Stone/Cut C poles/A.C & G.I Slabs/CC & Stone/Coarse Sheets/Packed Laterite aggregates materials Blocks/Wood 0.00 9.82 21.27 31.09 40.91 50.73 60.55 70.37 80.19 90.01 99.83 109.65 119.47 129.29 139.11 148.93 158.75 168.57 178.39 188.21 198.03 207.85 217.67 227.49 237.31 247.13 256.95 266.77 276.59 286.41 294.59 302.77 310.95 319.13 327.31 335.49 343.67 351.85 360.03 368.21 376.39 384.57 392.75 400.93 409.11 417.29 425.47 433.65 441.83 450.01 458.19 466.37 474.55 482.73

0.00 6.14 13.30 19.44 25.58 31.72 37.86 44.00 50.14 56.28 62.42 68.56 74.70 80.84 86.98 93.12 99.26 105.40 111.54 117.68 123.82 129.96 136.10 142.24 148.38 154.52 160.66 166.80 172.94 179.08 184.20 189.32 194.44 199.56 204.68 209.80 214.92 220.04 225.16 230.28 235.40 240.52 245.64 250.76 255.88 261.00 266.12 271.24 276.36 281.48 286.60 291.72 296.84 301.96

0.00 14.44 31.29 45.73 60.17 74.61 89.05 103.49 117.93 132.37 146.81 161.25 175.69 190.13 204.57 219.01 233.45 247.89 262.33 276.77 291.21 305.65 320.09 334.53 348.97 363.41 377.85 392.29 406.73 421.17 433.21 445.25 457.29 469.33 481.37 493.41 505.45 517.49 529.53 541.57 553.61 565.65 577.69 589.73 601.77 613.81 625.85 637.89 649.93 661.97 674.01 686.05 698.09 710.13

Water

0.00 5.74 12.43 18.17 23.91 29.65 35.39 41.13 46.87 52.61 58.35 64.09 69.83 75.57 81.31 87.05 92.79 98.53 104.27 110.01 115.75 121.49 127.23 132.97 138.71 144.45 150.19 155.93 161.67 167.41 172.19 176.97 181.75 186.53 191.31 196.09 200.87 205.65 210.43 215.21 219.99 224.77 229.55 234.33 239.11 243.89 248.67 253.45 258.23 263.01 267.79 272.57 277.35 282.13

Bricks

0.00 15.61 33.83 49.44 65.05 80.66 96.27 111.88 127.49 143.10 158.71 174.32 189.93 205.54 221.15 236.76 252.37 267.98 283.59 299.20 314.81 330.42 346.03 361.64 377.25 392.86 408.47 424.08 439.69 455.30 468.31 481.32 494.33 507.34 520.35 533.36 546.37 559.38 572.39 585.40 598.41 611.42 624.43 637.44 650.45 663.46 676.47 689.48 702.49 715.50 728.51 741.52 754.53 767.54

55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115

55.00 56.00 57.00 58.00 59.00 60.00 61.00 62.00 63.00 64.00 65.00 66.00 67.00 68.00 69.00 70.00 71.00 72.00 73.00 74.00 75.00 76.00 77.00 78.00 79.00 80.00 81.00 82.00 83.00 84.00 85.00 86.00 87.00 88.00 89.00 90.00 91.00 92.00 93.00 94.00 95.00 96.00 97.00 98.00 99.00 100.00 101.00 102.00 103.00 104.00 105.00 106.00 107.00 108.00 109.00 110.00 111.00 112.00 113.00 114.00 115.00

490.91 499.09 507.27 515.45 523.63 531.81 539.99 548.17 556.35 564.53 572.71 580.89 589.07 597.25 605.43 613.61 621.79 629.97 638.15 646.33 654.51 662.69 670.87 679.05 687.23 695.41 703.59 711.77 719.95 728.13 736.31 744.49 752.67 760.85 769.03 777.21 785.39 793.57 801.75 809.93 818.11 826.29 834.47 842.65 850.83 859.01 867.19 875.37 883.55 891.73 899.91 908.09 916.27 924.45 932.63 940.81 948.99 957.17 965.35 973.53 981.71

490.91 499.09 507.27 515.45 523.63 531.81 539.99 548.17 556.35 564.53 572.71 580.89 589.07 597.25 605.43 613.61 621.79 629.97 638.15 646.33 654.51 662.69 670.87 679.05 687.23 695.41 703.59 711.77 719.95 728.13 736.31 744.49 752.67 760.85 769.03 777.21 785.39 793.57 801.75 809.93 818.11 826.29 834.47 842.65 850.83 859.01 867.19 875.37 883.55 891.73 899.91 908.09 916.27 924.45 932.63 940.81 948.99 957.17 965.35 973.53 981.71

307.08 312.20 317.32 322.44 327.56 332.68 337.80 342.92 348.04 353.16 358.28 363.40 368.52 373.64 378.76 383.88 389.00 394.12 399.24 404.36 409.48 414.60 419.72 424.84 429.96 435.08 440.20 445.32 450.44 455.56 460.68 465.80 470.92 476.04 481.16 486.28 491.40 496.52 501.64 506.76 511.88 517.00 522.12 527.24 532.36 537.48 542.60 547.72 552.84 557.96 563.08 568.20 573.32 578.44 583.56 588.68 593.80 598.92 604.04 609.16 614.28

722.17 734.21 746.25 758.29 770.33 782.37 794.41 806.45 818.49 830.53 842.57 854.61 866.65 878.69 890.73 902.77 914.81 926.85 938.89 950.93 962.97 975.01 987.05 999.09 1011.13 1023.17 1035.21 1047.25 1059.29 1071.33 1083.37 1095.41 1107.45 1119.49 1131.53 1143.57 1155.61 1167.65 1179.69 1191.73 1203.77 1215.81 1227.85 1239.89 1251.93 1263.97 1276.01 1288.05 1300.09 1312.13 1324.17 1336.21 1348.25 1360.29 1372.33 1384.37 1396.41 1408.45 1420.49 1432.53 1444.57

286.91 291.69 296.47 301.25 306.03 310.81 315.59 320.37 325.15 329.93 334.71 339.49 344.27 349.05 353.83 358.61 363.39 368.17 372.95 377.73 382.51 387.29 392.07 396.85 401.63 406.41 411.19 415.97 420.75 425.53 430.31 435.09 439.87 444.65 449.43 454.21 458.99 463.77 468.55 473.33 478.11 482.89 487.67 492.45 497.23 502.01 506.79 511.57 516.35 521.13 525.91 530.69 535.47 540.25 545.03 549.81 554.59 559.37 564.15 568.93 573.71

780.55 793.56 806.57 819.58 832.59 845.60 858.61 871.62 884.63 897.64 910.65 923.66 936.67 949.68 962.69 975.70 988.71 1001.72 1014.73 1027.74 1040.75 1053.76 1066.77 1079.78 1092.79 1105.80 1118.81 1131.82 1144.83 1157.84 1170.85 1183.86 1196.87 1209.88 1222.89 1235.90 1248.91 1261.92 1274.93 1287.94 1300.95 1313.96 1326.97 1339.98 1352.99 1366.00 1379.01 1392.02 1405.03 1418.04 1431.05 1444.06 1457.07 1470.08 1483.09 1496.10 1509.11 1522.12 1535.13 1548.14 1561.15

116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176

116.00 117.00 118.00 119.00 120.00 121.00 122.00 123.00 124.00 125.00 126.00 127.00 128.00 129.00 130.00 131.00 132.00 133.00 134.00 135.00 136.00 137.00 138.00 139.00 140.00 141.00 142.00 143.00 144.00 145.00 146.00 147.00 148.00 149.00 150.00 151.00 152.00 153.00 154.00 155.00 156.00 157.00 158.00 159.00 160.00 161.00 162.00 163.00 164.00 165.00 166.00 167.00 168.00 169.00 170.00 171.00 172.00 173.00 174.00 175.00 176.00

989.89 998.07 1006.25 1014.43 1022.61 1030.79 1038.97 1047.15 1055.33 1063.51 1071.69 1079.87 1088.05 1096.23 1104.41 1112.59 1120.77 1128.95 1137.13 1145.31 1153.49 1161.67 1169.85 1178.03 1186.21 1194.39 1202.57 1210.75 1218.93 1227.11 1235.29 1243.47 1251.65 1259.83 1268.01 1276.19 1284.37 1292.55 1300.73 1308.91 1317.09 1325.27 1333.45 1341.63 1349.81 1357.99 1366.17 1374.35 1382.53 1390.71 1398.89 1407.07 1415.25 1423.43 1431.61 1439.79 1447.97 1456.15 1464.33 1472.51 1480.69

989.89 998.07 1006.25 1014.43 1022.61 1030.79 1038.97 1047.15 1055.33 1063.51 1071.69 1079.87 1088.05 1096.23 1104.41 1112.59 1120.77 1128.95 1137.13 1145.31 1153.49 1161.67 1169.85 1178.03 1186.21 1194.39 1202.57 1210.75 1218.93 1227.11 1235.29 1243.47 1251.65 1259.83 1268.01 1276.19 1284.37 1292.55 1300.73 1308.91 1317.09 1325.27 1333.45 1341.63 1349.81 1357.99 1366.17 1374.35 1382.53 1390.71 1398.89 1407.07 1415.25 1423.43 1431.61 1439.79 1447.97 1456.15 1464.33 1472.51 1480.69

619.40 624.52 629.64 634.76 639.88 645.00 650.12 655.24 660.36 665.48 670.60 675.72 680.84 685.96 691.08 696.20 701.32 706.44 711.56 716.68 721.80 726.92 732.04 737.16 742.28 747.40 752.52 757.64 762.76 767.88 773.00 778.12 783.24 788.36 793.48 798.60 803.72 808.84 813.96 819.08 824.20 829.32 834.44 839.56 844.68 849.80 854.92 860.04 865.16 870.28 875.40 880.52 885.64 890.76 895.88 901.00 906.12 911.24 916.36 921.48 926.60

1456.61 1468.65 1480.69 1492.73 1504.77 1516.81 1528.85 1540.89 1552.93 1564.97 1577.01 1589.05 1601.09 1613.13 1625.17 1637.21 1649.25 1661.29 1673.33 1685.37 1697.41 1709.45 1721.49 1733.53 1745.57 1757.61 1769.65 1781.69 1793.73 1805.77 1817.81 1829.85 1841.89 1853.93 1865.97 1878.01 1890.05 1902.09 1914.13 1926.17 1938.21 1950.25 1962.29 1974.33 1986.37 1998.41 2010.45 2022.49 2034.53 2046.57 2058.61 2070.65 2082.69 2094.73 2106.77 2118.81 2130.85 2142.89 2154.93 2166.97 2179.01

578.49 583.27 588.05 592.83 597.61 602.39 607.17 611.95 616.73 621.51 626.29 631.07 635.85 640.63 645.41 650.19 654.97 659.75 664.53 669.31 674.09 678.87 683.65 688.43 693.21 697.99 702.77 707.55 712.33 717.11 721.89 726.67 731.45 736.23 741.01 745.79 750.57 755.35 760.13 764.91 769.69 774.47 779.25 784.03 788.81 793.59 798.37 803.15 807.93 812.71 817.49 822.27 827.05 831.83 836.61 841.39 846.17 850.95 855.73 860.51 865.29

1574.16 1587.17 1600.18 1613.19 1626.20 1639.21 1652.22 1665.23 1678.24 1691.25 1704.26 1717.27 1730.28 1743.29 1756.30 1769.31 1782.32 1795.33 1808.34 1821.35 1834.36 1847.37 1860.38 1873.39 1886.40 1899.41 1912.42 1925.43 1938.44 1951.45 1964.46 1977.47 1990.48 2003.49 2016.50 2029.51 2042.52 2055.53 2068.54 2081.55 2094.56 2107.57 2120.58 2133.59 2146.60 2159.61 2172.62 2185.63 2198.64 2211.65 2224.66 2237.67 2250.68 2263.69 2276.70 2289.71 2302.72 2315.73 2328.74 2341.75 2354.76

177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237

177.00 178.00 179.00 180.00 181.00 182.00 183.00 184.00 185.00 186.00 187.00 188.00 189.00 190.00 191.00 192.00 193.00 194.00 195.00 196.00 197.00 198.00 199.00 200.00 201.00 202.00 203.00 204.00 205.00 206.00 207.00 208.00 209.00 210.00 211.00 212.00 213.00 214.00 215.00 216.00 217.00 218.00 219.00 220.00 221.00 222.00 223.00 224.00 225.00 226.00 227.00 228.00 229.00 230.00 231.00 232.00 233.00 234.00 235.00 236.00 237.00

1488.87 1497.05 1505.23 1513.41 1521.59 1529.77 1537.95 1546.13 1554.31 1562.49 1570.67 1578.85 1587.03 1595.21 1603.39 1611.57 1619.75 1627.93 1636.11 1644.29 1652.47 1660.65 1668.83 1677.01 1685.19 1693.37 1701.55 1709.73 1717.91 1726.09 1734.27 1742.45 1750.63 1758.81 1766.99 1775.17 1783.35 1791.53 1799.71 1807.89 1816.07 1824.25 1832.43 1840.61 1848.79 1856.97 1865.15 1873.33 1881.51 1889.69 1897.87 1906.05 1914.23 1922.41 1930.59 1938.77 1946.95 1955.13 1963.31 1971.49 1979.67

1488.87 1497.05 1505.23 1513.41 1521.59 1529.77 1537.95 1546.13 1554.31 1562.49 1570.67 1578.85 1587.03 1595.21 1603.39 1611.57 1619.75 1627.93 1636.11 1644.29 1652.47 1660.65 1668.83 1677.01 1685.19 1693.37 1701.55 1709.73 1717.91 1726.09 1734.27 1742.45 1750.63 1758.81 1766.99 1775.17 1783.35 1791.53 1799.71 1807.89 1816.07 1824.25 1832.43 1840.61 1848.79 1856.97 1865.15 1873.33 1881.51 1889.69 1897.87 1906.05 1914.23 1922.41 1930.59 1938.77 1946.95 1955.13 1963.31 1971.49 1979.67

931.72 936.84 941.96 947.08 952.20 957.32 962.44 967.56 972.68 977.80 982.92 988.04 993.16 998.28 1003.40 1008.52 1013.64 1018.76 1023.88 1029.00 1034.12 1039.24 1044.36 1049.48 1054.60 1059.72 1064.84 1069.96 1075.08 1080.20 1085.32 1090.44 1095.56 1100.68 1105.80 1110.92 1116.04 1121.16 1126.28 1131.40 1136.52 1141.64 1146.76 1151.88 1157.00 1162.12 1167.24 1172.36 1177.48 1182.60 1187.72 1192.84 1197.96 1203.08 1208.20 1213.32 1218.44 1223.56 1228.68 1233.80 1238.92

2191.05 2203.09 2215.13 2227.17 2239.21 2251.25 2263.29 2275.33 2287.37 2299.41 2311.45 2323.49 2335.53 2347.57 2359.61 2371.65 2383.69 2395.73 2407.77 2419.81 2431.85 2443.89 2455.93 2467.97 2480.01 2492.05 2504.09 2516.13 2528.17 2540.21 2552.25 2564.29 2576.33 2588.37 2600.41 2612.45 2624.49 2636.53 2648.57 2660.61 2672.65 2684.69 2696.73 2708.77 2720.81 2732.85 2744.89 2756.93 2768.97 2781.01 2793.05 2805.09 2817.13 2829.17 2841.21 2853.25 2865.29 2877.33 2889.37 2901.41 2913.45

870.07 874.85 879.63 884.41 889.19 893.97 898.75 903.53 908.31 913.09 917.87 922.65 927.43 932.21 936.99 941.77 946.55 951.33 956.11 960.89 965.67 970.45 975.23 980.01 984.79 989.57 994.35 999.13 1003.91 1008.69 1013.47 1018.25 1023.03 1027.81 1032.59 1037.37 1042.15 1046.93 1051.71 1056.49 1061.27 1066.05 1070.83 1075.61 1080.39 1085.17 1089.95 1094.73 1099.51 1104.29 1109.07 1113.85 1118.63 1123.41 1128.19 1132.97 1137.75 1142.53 1147.31 1152.09 1156.87

2367.77 2380.78 2393.79 2406.80 2419.81 2432.82 2445.83 2458.84 2471.85 2484.86 2497.87 2510.88 2523.89 2536.90 2549.91 2562.92 2575.93 2588.94 2601.95 2614.96 2627.97 2640.98 2653.99 2667.00 2680.01 2693.02 2706.03 2719.04 2732.05 2745.06 2758.07 2771.08 2784.09 2797.10 2810.11 2823.12 2836.13 2849.14 2862.15 2875.16 2888.17 2901.18 2914.19 2927.20 2940.21 2953.22 2966.23 2979.24 2992.25 3005.26 3018.27 3031.28 3044.29 3057.30 3070.31 3083.32 3096.33 3109.34 3122.35 3135.36 3148.37

238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298

238.00 239.00 240.00 241.00 242.00 243.00 244.00 245.00 246.00 247.00 248.00 249.00 250.00 251.00 252.00 253.00 254.00 255.00 256.00 257.00 258.00 259.00 260.00 261.00 262.00 263.00 264.00 265.00 266.00 267.00 268.00 269.00 270.00 271.00 272.00 273.00 274.00 275.00 276.00 277.00 278.00 279.00 280.00 281.00 282.00 283.00 284.00 285.00 286.00 287.00 288.00 289.00 290.00 291.00 292.00 293.00 294.00 295.00 296.00 297.00 298.00

1987.85 1996.03 2004.21 2012.39 2020.57 2028.75 2036.93 2045.11 2053.29 2061.47 2069.65 2077.83 2086.01 2094.19 2102.37 2110.55 2118.73 2126.91 2135.09 2143.27 2151.45 2159.63 2167.81 2175.99 2184.17 2192.35 2200.53 2208.71 2216.89 2225.07 2233.25 2241.43 2249.61 2257.79 2265.97 2274.15 2282.33 2290.51 2298.69 2306.87 2315.05 2323.23 2331.41 2339.59 2347.77 2355.95 2364.13 2372.31 2380.49 2388.67 2396.85 2405.03 2413.21 2421.39 2429.57 2437.75 2445.93 2454.11 2462.29 2470.47 2478.65

1987.85 1996.03 2004.21 2012.39 2020.57 2028.75 2036.93 2045.11 2053.29 2061.47 2069.65 2077.83 2086.01 2094.19 2102.37 2110.55 2118.73 2126.91 2135.09 2143.27 2151.45 2159.63 2167.81 2175.99 2184.17 2192.35 2200.53 2208.71 2216.89 2225.07 2233.25 2241.43 2249.61 2257.79 2265.97 2274.15 2282.33 2290.51 2298.69 2306.87 2315.05 2323.23 2331.41 2339.59 2347.77 2355.95 2364.13 2372.31 2380.49 2388.67 2396.85 2405.03 2413.21 2421.39 2429.57 2437.75 2445.93 2454.11 2462.29 2470.47 2478.65

1244.04 1249.16 1254.28 1259.40 1264.52 1269.64 1274.76 1279.88 1285.00 1290.12 1295.24 1300.36 1305.48 1310.60 1315.72 1320.84 1325.96 1331.08 1336.20 1341.32 1346.44 1351.56 1356.68 1361.80 1366.92 1372.04 1377.16 1382.28 1387.40 1392.52 1397.64 1402.76 1407.88 1413.00 1418.12 1423.24 1428.36 1433.48 1438.60 1443.72 1448.84 1453.96 1459.08 1464.20 1469.32 1474.44 1479.56 1484.68 1489.80 1494.92 1500.04 1505.16 1510.28 1515.40 1520.52 1525.64 1530.76 1535.88 1541.00 1546.12 1551.24

2925.49 2937.53 2949.57 2961.61 2973.65 2985.69 2997.73 3009.77 3021.81 3033.85 3045.89 3057.93 3069.97 3082.01 3094.05 3106.09 3118.13 3130.17 3142.21 3154.25 3166.29 3178.33 3190.37 3202.41 3214.45 3226.49 3238.53 3250.57 3262.61 3274.65 3286.69 3298.73 3310.77 3322.81 3334.85 3346.89 3358.93 3370.97 3383.01 3395.05 3407.09 3419.13 3431.17 3443.21 3455.25 3467.29 3479.33 3491.37 3503.41 3515.45 3527.49 3539.53 3551.57 3563.61 3575.65 3587.69 3599.73 3611.77 3623.81 3635.85 3647.89

1161.65 1166.43 1171.21 1175.99 1180.77 1185.55 1190.33 1195.11 1199.89 1204.67 1209.45 1214.23 1219.01 1223.79 1228.57 1233.35 1238.13 1242.91 1247.69 1252.47 1257.25 1262.03 1266.81 1271.59 1276.37 1281.15 1285.93 1290.71 1295.49 1300.27 1305.05 1309.83 1314.61 1319.39 1324.17 1328.95 1333.73 1338.51 1343.29 1348.07 1352.85 1357.63 1362.41 1367.19 1371.97 1376.75 1381.53 1386.31 1391.09 1395.87 1400.65 1405.43 1410.21 1414.99 1419.77 1424.55 1429.33 1434.11 1438.89 1443.67 1448.45

3161.38 3174.39 3187.40 3200.41 3213.42 3226.43 3239.44 3252.45 3265.46 3278.47 3291.48 3304.49 3317.50 3330.51 3343.52 3356.53 3369.54 3382.55 3395.56 3408.57 3421.58 3434.59 3447.60 3460.61 3473.62 3486.63 3499.64 3512.65 3525.66 3538.67 3551.68 3564.69 3577.70 3590.71 3603.72 3616.73 3629.74 3642.75 3655.76 3668.77 3681.78 3694.79 3707.80 3720.81 3733.82 3746.83 3759.84 3772.85 3785.86 3798.87 3811.88 3824.89 3837.90 3850.91 3863.92 3876.93 3889.94 3902.95 3915.96 3928.97 3941.98

299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359

299.00 300.00 301.00 302.00 303.00 304.00 305.00 306.00 307.00 308.00 309.00 310.00 311.00 312.00 313.00 314.00 315.00 316.00 317.00 318.00 319.00 320.00 321.00 322.00 323.00 324.00 325.00 326.00 327.00 328.00 329.00 330.00 331.00 332.00 333.00 334.00 335.00 336.00 337.00 338.00 339.00 340.00 341.00 342.00 343.00 344.00 345.00 346.00 347.00 348.00 349.00 350.00 351.00 352.00 353.00 354.00 355.00 356.00 357.00 358.00 359.00

2486.83 2495.01 2503.19 2511.37 2519.55 2527.73 2535.91 2544.09 2552.27 2560.45 2568.63 2576.81 2584.99 2593.17 2601.35 2609.53 2617.71 2625.89 2634.07 2642.25 2650.43 2658.61 2666.79 2674.97 2683.15 2691.33 2699.51 2707.69 2715.87 2724.05 2732.23 2740.41 2748.59 2756.77 2764.95 2773.13 2781.31 2789.49 2797.67 2805.85 2814.03 2822.21 2830.39 2838.57 2846.75 2854.93 2863.11 2871.29 2879.47 2887.65 2895.83 2904.01 2912.19 2920.37 2928.55 2936.73 2944.91 2953.09 2961.27 2969.45 2977.63

2486.83 2495.01 2503.19 2511.37 2519.55 2527.73 2535.91 2544.09 2552.27 2560.45 2568.63 2576.81 2584.99 2593.17 2601.35 2609.53 2617.71 2625.89 2634.07 2642.25 2650.43 2658.61 2666.79 2674.97 2683.15 2691.33 2699.51 2707.69 2715.87 2724.05 2732.23 2740.41 2748.59 2756.77 2764.95 2773.13 2781.31 2789.49 2797.67 2805.85 2814.03 2822.21 2830.39 2838.57 2846.75 2854.93 2863.11 2871.29 2879.47 2887.65 2895.83 2904.01 2912.19 2920.37 2928.55 2936.73 2944.91 2953.09 2961.27 2969.45 2977.63

1556.36 1561.48 1566.60 1571.72 1576.84 1581.96 1587.08 1592.20 1597.32 1602.44 1607.56 1612.68 1617.80 1622.92 1628.04 1633.16 1638.28 1643.40 1648.52 1653.64 1658.76 1663.88 1669.00 1674.12 1679.24 1684.36 1689.48 1694.60 1699.72 1704.84 1709.96 1715.08 1720.20 1725.32 1730.44 1735.56 1740.68 1745.80 1750.92 1756.04 1761.16 1766.28 1771.40 1776.52 1781.64 1786.76 1791.88 1797.00 1802.12 1807.24 1812.36 1817.48 1822.60 1827.72 1832.84 1837.96 1843.08 1848.20 1853.32 1858.44 1863.56

3659.93 3671.97 3684.01 3696.05 3708.09 3720.13 3732.17 3744.21 3756.25 3768.29 3780.33 3792.37 3804.41 3816.45 3828.49 3840.53 3852.57 3864.61 3876.65 3888.69 3900.73 3912.77 3924.81 3936.85 3948.89 3960.93 3972.97 3985.01 3997.05 4009.09 4021.13 4033.17 4045.21 4057.25 4069.29 4081.33 4093.37 4105.41 4117.45 4129.49 4141.53 4153.57 4165.61 4177.65 4189.69 4201.73 4213.77 4225.81 4237.85 4249.89 4261.93 4273.97 4286.01 4298.05 4310.09 4322.13 4334.17 4346.21 4358.25 4370.29 4382.33

1453.23 1458.01 1462.79 1467.57 1472.35 1477.13 1481.91 1486.69 1491.47 1496.25 1501.03 1505.81 1510.59 1515.37 1520.15 1524.93 1529.71 1534.49 1539.27 1544.05 1548.83 1553.61 1558.39 1563.17 1567.95 1572.73 1577.51 1582.29 1587.07 1591.85 1596.63 1601.41 1606.19 1610.97 1615.75 1620.53 1625.31 1630.09 1634.87 1639.65 1644.43 1649.21 1653.99 1658.77 1663.55 1668.33 1673.11 1677.89 1682.67 1687.45 1692.23 1697.01 1701.79 1706.57 1711.35 1716.13 1720.91 1725.69 1730.47 1735.25 1740.03

3954.99 3968.00 3981.01 3994.02 4007.03 4020.04 4033.05 4046.06 4059.07 4072.08 4085.09 4098.10 4111.11 4124.12 4137.13 4150.14 4163.15 4176.16 4189.17 4202.18 4215.19 4228.20 4241.21 4254.22 4267.23 4280.24 4293.25 4306.26 4319.27 4332.28 4345.29 4358.30 4371.31 4384.32 4397.33 4410.34 4423.35 4436.36 4449.37 4462.38 4475.39 4488.40 4501.41 4514.42 4527.43 4540.44 4553.45 4566.46 4579.47 4592.48 4605.49 4618.50 4631.51 4644.52 4657.53 4670.54 4683.55 4696.56 4709.57 4722.58 4735.59

360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420

360.00 361.00 362.00 363.00 364.00 365.00 366.00 367.00 368.00 369.00 370.00 371.00 372.00 373.00 374.00 375.00 376.00 377.00 378.00 379.00 380.00 381.00 382.00 383.00 384.00 385.00 386.00 387.00 388.00 389.00 390.00 391.00 392.00 393.00 394.00 395.00 396.00 397.00 398.00 399.00 400.00 401.00 402.00 403.00 404.00 405.00 406.00 407.00 408.00 409.00 410.00 411.00 412.00 413.00 414.00 415.00 416.00 417.00 418.00 419.00 420.00

2985.81 2993.99 3002.17 3010.35 3018.53 3026.71 3034.89 3043.07 3051.25 3059.43 3067.61 3075.79 3083.97 3092.15 3100.33 3108.51 3116.69 3124.87 3133.05 3141.23 3149.41 3157.59 3165.77 3173.95 3182.13 3190.31 3198.49 3206.67 3214.85 3223.03 3231.21 3239.39 3247.57 3255.75 3263.93 3272.11 3280.29 3288.47 3296.65 3304.83 3313.01 3321.19 3329.37 3337.55 3345.73 3353.91 3362.09 3370.27 3378.45 3386.63 3394.81 3402.99 3411.17 3419.35 3427.53 3435.71 3443.89 3452.07 3460.25 3468.43 3476.61

2985.81 2993.99 3002.17 3010.35 3018.53 3026.71 3034.89 3043.07 3051.25 3059.43 3067.61 3075.79 3083.97 3092.15 3100.33 3108.51 3116.69 3124.87 3133.05 3141.23 3149.41 3157.59 3165.77 3173.95 3182.13 3190.31 3198.49 3206.67 3214.85 3223.03 3231.21 3239.39 3247.57 3255.75 3263.93 3272.11 3280.29 3288.47 3296.65 3304.83 3313.01 3321.19 3329.37 3337.55 3345.73 3353.91 3362.09 3370.27 3378.45 3386.63 3394.81 3402.99 3411.17 3419.35 3427.53 3435.71 3443.89 3452.07 3460.25 3468.43 3476.61

1868.68 1873.80 1878.92 1884.04 1889.16 1894.28 1899.40 1904.52 1909.64 1914.76 1919.88 1925.00 1930.12 1935.24 1940.36 1945.48 1950.60 1955.72 1960.84 1965.96 1971.08 1976.20 1981.32 1986.44 1991.56 1996.68 2001.80 2006.92 2012.04 2017.16 2022.28 2027.40 2032.52 2037.64 2042.76 2047.88 2053.00 2058.12 2063.24 2068.36 2073.48 2078.60 2083.72 2088.84 2093.96 2099.08 2104.20 2109.32 2114.44 2119.56 2124.68 2129.80 2134.92 2140.04 2145.16 2150.28 2155.40 2160.52 2165.64 2170.76 2175.88

4394.37 4406.41 4418.45 4430.49 4442.53 4454.57 4466.61 4478.65 4490.69 4502.73 4514.77 4526.81 4538.85 4550.89 4562.93 4574.97 4587.01 4599.05 4611.09 4623.13 4635.17 4647.21 4659.25 4671.29 4683.33 4695.37 4707.41 4719.45 4731.49 4743.53 4755.57 4767.61 4779.65 4791.69 4803.73 4815.77 4827.81 4839.85 4851.89 4863.93 4875.97 4888.01 4900.05 4912.09 4924.13 4936.17 4948.21 4960.25 4972.29 4984.33 4996.37 5008.41 5020.45 5032.49 5044.53 5056.57 5068.61 5080.65 5092.69 5104.73 5116.77

1744.81 1749.59 1754.37 1759.15 1763.93 1768.71 1773.49 1778.27 1783.05 1787.83 1792.61 1797.39 1802.17 1806.95 1811.73 1816.51 1821.29 1826.07 1830.85 1835.63 1840.41 1845.19 1849.97 1854.75 1859.53 1864.31 1869.09 1873.87 1878.65 1883.43 1888.21 1892.99 1897.77 1902.55 1907.33 1912.11 1916.89 1921.67 1926.45 1931.23 1936.01 1940.79 1945.57 1950.35 1955.13 1959.91 1964.69 1969.47 1974.25 1979.03 1983.81 1988.59 1993.37 1998.15 2002.93 2007.71 2012.49 2017.27 2022.05 2026.83 2031.61

4748.60 4761.61 4774.62 4787.63 4800.64 4813.65 4826.66 4839.67 4852.68 4865.69 4878.70 4891.71 4904.72 4917.73 4930.74 4943.75 4956.76 4969.77 4982.78 4995.79 5008.80 5021.81 5034.82 5047.83 5060.84 5073.85 5086.86 5099.87 5112.88 5125.89 5138.90 5151.91 5164.92 5177.93 5190.94 5203.95 5216.96 5229.97 5242.98 5255.99 5269.00 5282.01 5295.02 5308.03 5321.04 5334.05 5347.06 5360.07 5373.08 5386.09 5399.10 5412.11 5425.12 5438.13 5451.14 5464.15 5477.16 5490.17 5503.18 5516.19 5529.20

421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 471 472 473 474 475 476 477 478 479 480 481

421.00 422.00 423.00 424.00 425.00 426.00 427.00 428.00 429.00 430.00 431.00 432.00 433.00 434.00 435.00 436.00 437.00 438.00 439.00 440.00 441.00 442.00 443.00 444.00 445.00 446.00 447.00 448.00 449.00 450.00 451.00 452.00 453.00 454.00 455.00 456.00 457.00 458.00 459.00 460.00 461.00 462.00 463.00 464.00 465.00 466.00 467.00 468.00 469.00 470.00 471.00 472.00 473.00 474.00 475.00 476.00 477.00 478.00 479.00 480.00 481.00

3484.79 3492.97 3501.15 3509.33 3517.51 3525.69 3533.87 3542.05 3550.23 3558.41 3566.59 3574.77 3582.95 3591.13 3599.31 3607.49 3615.67 3623.85 3632.03 3640.21 3648.39 3656.57 3664.75 3672.93 3681.11 3689.29 3697.47 3705.65 3713.83 3722.01 3730.19 3738.37 3746.55 3754.73 3762.91 3771.09 3779.27 3787.45 3795.63 3803.81 3811.99 3820.17 3828.35 3836.53 3844.71 3852.89 3861.07 3869.25 3877.43 3885.61 3893.79 3901.97 3910.15 3918.33 3926.51 3934.69 3942.87 3951.05 3959.23 3967.41 3975.59

3484.79 3492.97 3501.15 3509.33 3517.51 3525.69 3533.87 3542.05 3550.23 3558.41 3566.59 3574.77 3582.95 3591.13 3599.31 3607.49 3615.67 3623.85 3632.03 3640.21 3648.39 3656.57 3664.75 3672.93 3681.11 3689.29 3697.47 3705.65 3713.83 3722.01 3730.19 3738.37 3746.55 3754.73 3762.91 3771.09 3779.27 3787.45 3795.63 3803.81 3811.99 3820.17 3828.35 3836.53 3844.71 3852.89 3861.07 3869.25 3877.43 3885.61 3893.79 3901.97 3910.15 3918.33 3926.51 3934.69 3942.87 3951.05 3959.23 3967.41 3975.59

2181.00 2186.12 2191.24 2196.36 2201.48 2206.60 2211.72 2216.84 2221.96 2227.08 2232.20 2237.32 2242.44 2247.56 2252.68 2257.80 2262.92 2268.04 2273.16 2278.28 2283.40 2288.52 2293.64 2298.76 2303.88 2309.00 2314.12 2319.24 2324.36 2329.48 2334.60 2339.72 2344.84 2349.96 2355.08 2360.20 2365.32 2370.44 2375.56 2380.68 2385.80 2390.92 2396.04 2401.16 2406.28 2411.40 2416.52 2421.64 2426.76 2431.88 2437.00 2442.12 2447.24 2452.36 2457.48 2462.60 2467.72 2472.84 2477.96 2483.08 2488.20

5128.81 5140.85 5152.89 5164.93 5176.97 5189.01 5201.05 5213.09 5225.13 5237.17 5249.21 5261.25 5273.29 5285.33 5297.37 5309.41 5321.45 5333.49 5345.53 5357.57 5369.61 5381.65 5393.69 5405.73 5417.77 5429.81 5441.85 5453.89 5465.93 5477.97 5490.01 5502.05 5514.09 5526.13 5538.17 5550.21 5562.25 5574.29 5586.33 5598.37 5610.41 5622.45 5634.49 5646.53 5658.57 5670.61 5682.65 5694.69 5706.73 5718.77 5730.81 5742.85 5754.89 5766.93 5778.97 5791.01 5803.05 5815.09 5827.13 5839.17 5851.21

2036.39 2041.17 2045.95 2050.73 2055.51 2060.29 2065.07 2069.85 2074.63 2079.41 2084.19 2088.97 2093.75 2098.53 2103.31 2108.09 2112.87 2117.65 2122.43 2127.21 2131.99 2136.77 2141.55 2146.33 2151.11 2155.89 2160.67 2165.45 2170.23 2175.01 2179.79 2184.57 2189.35 2194.13 2198.91 2203.69 2208.47 2213.25 2218.03 2222.81 2227.59 2232.37 2237.15 2241.93 2246.71 2251.49 2256.27 2261.05 2265.83 2270.61 2275.39 2280.17 2284.95 2289.73 2294.51 2299.29 2304.07 2308.85 2313.63 2318.41 2323.19

5542.21 5555.22 5568.23 5581.24 5594.25 5607.26 5620.27 5633.28 5646.29 5659.30 5672.31 5685.32 5698.33 5711.34 5724.35 5737.36 5750.37 5763.38 5776.39 5789.40 5802.41 5815.42 5828.43 5841.44 5854.45 5867.46 5880.47 5893.48 5906.49 5919.50 5932.51 5945.52 5958.53 5971.54 5984.55 5997.56 6010.57 6023.58 6036.59 6049.60 6062.61 6075.62 6088.63 6101.64 6114.65 6127.66 6140.67 6153.68 6166.69 6179.70 6192.71 6205.72 6218.73 6231.74 6244.75 6257.76 6270.77 6283.78 6296.79 6309.80 6322.81

482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 509 510 511 512 513 514 515

482.00 483.00 484.00 485.00 486.00 487.00 488.00 489.00 490.00 491.00 492.00 493.00 494.00 495.00 496.00 497.00 498.00 499.00 500.00 501.00 502.00 503.00 504.00 505.00 506.00 507.00 508.00 509.00 510.00 511.00 512.00 513.00 514.00 515.00

3983.77 3991.95 4000.13 4008.31 4016.49 4024.67 4032.85 4041.03 4049.21 4057.39 4065.57 4073.75 4081.93 4090.11 4098.29 4106.47 4114.65 4122.83 4131.01 4139.19 4147.37 4155.55 4163.73 4171.91 4180.09 4188.27 4196.45 4204.63 4212.81 4220.99 4229.17 4237.35 4245.53 4253.71

3983.77 3991.95 4000.13 4008.31 4016.49 4024.67 4032.85 4041.03 4049.21 4057.39 4065.57 4073.75 4081.93 4090.11 4098.29 4106.47 4114.65 4122.83 4131.01 4139.19 4147.37 4155.55 4163.73 4171.91 4180.09 4188.27 4196.45 4204.63 4212.81 4220.99 4229.17 4237.35 4245.53 4253.71

2493.32 2498.44 2503.56 2508.68 2513.80 2518.92 2524.04 2529.16 2534.28 2539.40 2544.52 2549.64 2554.76 2559.88 2565.00 2570.12 2575.24 2580.36 2585.48 2590.60 2595.72 2600.84 2605.96 2611.08 2616.20 2621.32 2626.44 2631.56 2636.68 2641.80 2646.92 2652.04 2657.16 2662.28

5863.25 5875.29 5887.33 5899.37 5911.41 5923.45 5935.49 5947.53 5959.57 5971.61 5983.65 5995.69 6007.73 6019.77 6031.81 6043.85 6055.89 6067.93 6079.97 6092.01 6104.05 6116.09 6128.13 6140.17 6152.21 6164.25 6176.29 6188.33 6200.37 6212.41 6224.45 6236.49 6248.53 6260.57

2327.97 2332.75 2337.53 2342.31 2347.09 2351.87 2356.65 2361.43 2366.21 2370.99 2375.77 2380.55 2385.33 2390.11 2394.89 2399.67 2404.45 2409.23 2414.01 2418.79 2423.57 2428.35 2433.13 2437.91 2442.69 2447.47 2452.25 2457.03 2461.81 2466.59 2471.37 2476.15 2480.93 2485.71

6335.82 6348.83 6361.84 6374.85 6387.86 6400.87 6413.88 6426.89 6439.90 6452.91 6465.92 6478.93 6491.94 6504.95 6517.96 6530.97 6543.98 6556.99 6570.00 6583.01 6596.02 6609.03 6622.04 6635.05 6648.06 6661.07 6674.08 6687.09 6700.10 6713.11 6726.12 6739.13 6752.14 6765.15

HIRE CHARGES OF MACHINERY Hire Fuel Crew Charges Charges Charges

Total

Per

a) Hire charges of Tipper 5.00 Cum capacity

454.40

239.10

124.80

818.30

Hour

b) Hire charges of Tipper 10 Tonnes capacity

424.50

239.10

117.00

780.60

Hour

c) Hire charges of Water Tanker 8000 Ltrs capacity

408.80

239.10

117.00

764.90

Hour

d) Hire charges of Truck 10 Tonnes capacity

424.50

239.10

117.00

780.60

Hour

e) Hire charges of FE loader 1.00 Cum bucket capacity @ 45 Cum

424.50

239.10

117.00

780.60

Hour

1 2 3 4 5 A) 1

RATES FOR CONVEYANCE BY MACHINERY Mincipal area allowance Industrial area allowance Agency area allowance Allowable allowance Add Overhead Charges & Contractor's Profit For Earth/Gravel/Sand/Morrum/Lime/Surki (per Cum): Lead up to 1 Km: Out put = 5.00 Cum Rate 0.15 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 454.40 0.15 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 239.10 0.15 Hrs. crew charges of Tipper 5.00 Cum @ 124.80 0.00 Rs. add area allowance at 0% on Rs. 18.72 Rate for 5.00 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% 24.55 on Rs. Total rate for 1.00 Cum

2 Lead up to 2 Km: Out put = 5.00 Cum 0.21 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.21 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.21 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 Rs. add area allowance at 0% on Rs. Rate for 5.00 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for

4 Lead up to 4 Km:

Per Hour Hour Hour

Rate 454.40 239.10 124.80 26.21

Per Hour Hour Hour

34.37

Hour

1.00 Cum

3 Lead up to 3 Km: Out put = 5.00 Cum 0.28 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.28 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.28 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 Rs. add area allowance at 0% on Rs. Rate for 5.00 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for

0.00% 0.00% 0.00% 0.00% 0.00%

1.00 Cum

Rate 454.40 239.10 124.80 34.94

Per Hour Hour Hour

45.82

Hour

Rs. Rs. Rs. Rs. Rs. Rs. Rs.

Amount 68.16 35.87 18.72 0.00 122.75 24.55 0.00

Rs.

24.55

Rs. Rs. Rs. Rs. Rs. Rs. Rs.

Amount 95.42 50.21 26.21 0.00 171.84 34.37 0.00

Rs.

34.37

Rs. Rs. Rs. Rs. Rs. Rs. Rs.

Amount 127.23 66.95 34.94 0.00 229.12 45.82 0.00

Rs.

45.82

Out put 0.34 0.34 0.34 0.00

= 5.00 Cum Hrs. hire charges of Tipper 5.00 Cum @ Rs. Hrs. fuel charges of Tipper 5.00 Cum @ Rs. Hrs. crew charges of Tipper 5.00 Cum @ Rs. add area allowance at 0% on Rs. Rate for 5.00 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for

Hour

Rate 454.40 239.10 124.80 49.92

Per Hour Hour Hour

65.46

Hour

Rate 454.40 239.10 124.80 7.49

Per Hour Hour Hour

9.82

Hour

1.00 Cum

7 Lead for every Km beyond 30 Km: Out put = 5.00 Cum 0.05 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.05 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.05 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 Rs. add area allowance at 0% on Rs. Rate for 5.00 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for

55.64

1.00 Cum

6 Lead for every Km from 5 to 30 Km: Out put = 5.00 Cum 0.06 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.06 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.06 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 Rs. add area allowance at 0% on Rs. Rate for 5.00 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for

Per Hour Hour Hour

1.00 Cum

5 Lead up to 5 Km: Out put = 5.00 Cum 0.40 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.40 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.40 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 Rs. add area allowance at 0% on Rs. Rate for 5.00 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for

Rate 454.40 239.10 124.80 42.43

Rate 454.40 239.10 124.80 6.24

Per Hour Hour Hour

8.18

1.00 Cum

Rs. Rs. Rs. Rs. Rs. Rs. Rs.

Amount 154.50 81.29 42.43 0.00 278.22 55.64 0.00

Rs.

55.64

Rs. Rs. Rs. Rs. Rs. Rs. Rs.

Amount 181.76 95.64 49.92 0.00 327.32 65.46 0.00

Rs.

65.46

Rs. Rs. Rs. Rs. Rs. Rs. Rs.

Amount 27.26 14.35 7.49 0.00 49.10 9.82 0.00

Rs.

9.82

Rs. Rs. Rs. Rs. Rs. Rs. Rs.

Amount 22.72 11.96 6.24 0.00 40.92 8.18 0.00

Rs.

8.18

B) For Rubble/Size stones/Cut stones/Coarse aggregates (per Cum): 1 Lead up to 1 Km: Out put = 5.00 Cum 0.15 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.15 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.15 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 Rs. add area allowance at 0% on Rs. Rate for 5.00 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 Cum

Rate 454.40 239.10 124.80 18.72

24.55

Per Hour Hour Hour

Rs. Rs. Rs. Rs. Rs. Rs. Rs.

Amount 68.16 35.87 18.72 0.00 122.75 24.55 0.00

Rs.

24.55

2 Lead up to 2 Km: Out put = 5.00 Cum 0.21 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.21 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.21 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 Rs. add area allowance at 0% on Rs. Rate for 5.00 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for

Hour

Rate 454.40 239.10 124.80 34.94

Per Hour Hour Hour

45.82

Hour

Rate 454.40 239.10 124.80 42.43

Per Hour Hour Hour

55.64

Hour

1.00 Cum

5 Lead up to 5 Km: Out put = 5.00 Cum 0.40 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.40 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.40 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 5.00 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for

34.37

1.00 Cum

4 Lead up to 4 Km: Out put = 5.00 Cum 0.34 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.34 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.34 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 5.00 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for

Per Hour Hour Hour

1.00 Cum

3 Lead up to 3 Km: Out put = 5.00 Cum 0.28 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.28 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.28 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 Rs. add area allowance at 0% on Rs. Rate for 5.00 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for

Rate 454.40 239.10 124.80 26.21

Rate 454.40 239.10 124.80 49.92

Per Hour Hour Hour

65.46

Hour

1.00 Cum

6 Lead for every Km from 5 to 30 Km: Out put = 5.00 Cum 0.06 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.06 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.06 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 5.00 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs.

Rate 454.40 239.10 124.80 7.49

Per Hour Hour Hour

9.82

Hour

Rs. Rs. Rs. Rs. Rs. Rs. Rs.

Amount 95.42 50.21 26.21 0.00 171.84 34.37 0.00

Rs.

34.37

Rs. Rs. Rs. Rs. Rs. Rs. Rs.

Amount 127.23 66.95 34.94 0.00 229.12 45.82 0.00

Rs.

45.82

Rs. Rs. Rs. Rs. Rs. Rs. Rs.

Amount 154.50 81.29 42.43 0.00 278.22 55.64 0.00

Rs.

55.64

Rs. Rs. Rs. Rs. Rs. Rs. Rs.

Amount 181.76 95.64 49.92 0.00 327.32 65.46 0.00

Rs.

65.46

Rs. Rs. Rs. Rs. Rs. Rs. Rs.

Amount 27.26 14.35 7.49 0.00 49.10 9.82 0.00

Total rate for

1.00 Cum

7 Lead for every Km beyond 30 Km: Out put = 5.00 Cum 0.05 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.05 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.05 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 5.00 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for

Rate 454.40 239.10 124.80 6.24

Per Hour Hour Hour

8.18

1.00 Cum

Rs.

9.82

Rs. Rs. Rs. Rs. Rs. Rs. Rs.

Amount 22.72 11.96 6.24 0.00 40.92 8.18 0.00

Rs.

8.18

C) For Cement/Steel/RCC poles/A.C & G.I sheets/Packed materials (per Tonne): 1 Lead up to 1 Km: Out put = 8.00 MT 0.15 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.15 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.15 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 8.00 MT Rate for 1.00 MT 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 MT 2 Lead up to 2 Km: Out put = 8.00 MT 0.21 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.21 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.21 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 8.00 MT Rate for 1.00 MT 0.00 add overheads and contractors profit at 0% on Rs. Total rate for

Per Hour Hour Hour

15.34

Rate 454.40 239.10 124.80 26.21

Per Hour Hour Hour

21.48

Hour

1.00 MT

3 Lead up to 3 Km: Out put = 8.00 MT 0.28 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.28 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.28 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 8.00 MT Rate for 1.00 MT 0.00 add overheads and contractors profit at 0% on Rs. Total rate for

Rate 454.40 239.10 124.80 18.72

Rate 454.40 239.10 124.80 34.94

Per Hour Hour Hour

28.64

Hour

1.00 MT

4 Lead up to 4 Km: Out put = 8.00 MT 0.34 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.34 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.34 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 8.00 MT Rate for 1.00 MT

Rate 454.40 239.10 124.80 42.43

Per Hour Hour Hour

Rs. Rs. Rs. Rs. Rs. Rs. Rs.

Amount 68.16 35.87 18.72 0.00 122.75 15.34 0.00

Rs.

15.34

Rs. Rs. Rs. Rs. Rs. Rs. Rs.

Amount 95.42 50.21 26.21 0.00 171.84 21.48 0.00

Rs.

21.48

Rs. Rs. Rs. Rs. Rs. Rs. Rs.

Amount 127.23 66.95 34.94 0.00 229.12 28.64 0.00

Rs.

28.64

Rs. Rs. Rs. Rs. Rs. Rs.

Amount 154.50 81.29 42.43 0.00 278.22 34.78

0.00 add overheads and contractors profit at 0% on Rs. Total rate for

Per Hour Hour Hour

40.92

Hour

Rate 454.40 239.10 124.80 7.49

Per Hour Hour Hour

6.14

Hour

1.00 MT

7 Lead for every Km beyond 30 Km: Out put = 8.00 MT 0.05 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.05 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.05 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 8.00 MT Rate for 1.00 MT 0.00 add overheads and contractors profit at 0% on Rs. Total rate for

Rate 454.40 239.10 124.80 49.92

1.00 MT

6 Lead for every Km from 5 to 30 Km: Out put = 8.00 MT 0.06 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.06 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.06 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 8.00 MT Rate for 1.00 MT 0.00 add overheads and contractors profit at 0% on Rs. Total rate for

Hour

1.00 MT

5 Lead up to 5 Km: Out put = 8.00 MT 0.40 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.40 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.40 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 8.00 MT Rate for 1.00 MT 0.00 add overheads and contractors profit at 0% on Rs. Total rate for

34.78

Rate 454.40 239.10 124.80 6.24

Per Hour Hour Hour

5.12

1.00 MT

Rs.

0.00

Rs.

34.78

Rs. Rs. Rs. Rs. Rs. Rs. Rs.

Amount 181.76 95.64 49.92 0.00 327.32 40.92 0.00

Rs.

40.92

Rs. Rs. Rs. Rs. Rs. Rs. Rs.

Amount 27.26 14.35 7.49 0.00 49.10 6.14 0.00

Rs.

6.14

Rs. Rs. Rs. Rs. Rs. Rs. Rs.

Amount 22.72 11.96 6.24 0.00 40.92 5.12 0.00

Rs.

5.12

D) For PCC Slabs/Shabad Slabs/CC & Laterite Blocks/Wood (per Cum): 1 Lead up to 1 Km: Out put = 3.40 Cum 0.15 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.15 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.15 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 3.40 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 Cum 2 Lead up to 2 Km: Out put = 3.40 Cum 0.21 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.21 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.21 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs.

Rate 454.40 239.10 124.80 18.72

Per Hour Hour Hour

36.10

Rate 454.40 239.10 124.80 26.21

Per Hour Hour Hour

Rs. Rs. Rs. Rs. Rs. Rs. Rs.

Amount 68.16 35.87 18.72 0.00 122.75 36.1 0.00

Rs.

36.10

Rs. Rs. Rs. Rs.

Amount 95.42 50.21 26.21 0.00

Rate for 3.40 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for

67.39

Hour

Rate 454.40 239.10 124.80 42.43

Per Hour Hour Hour

81.83

Hour

Rate 454.40 239.10 124.80 49.92

Per Hour Hour Hour

96.27

Hour

1.00 Cum

6 Lead for every Km from 5 to 30 Km: Out put = 3.40 Cum 0.06 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.06 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.06 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 3.40 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for

Per Hour Hour Hour

1.00 Cum

5 Lead up to 5 Km: Out put = 3.40 Cum 0.40 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.40 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.40 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 3.40 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for

Rate 454.40 239.10 124.80 34.94

1.00 Cum

4 Lead up to 4 Km: Out put = 3.40 Cum 0.34 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.34 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.34 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 3.40 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for

Hour

1.00 Cum

3 Lead up to 3 Km: Out put = 3.40 Cum 0.28 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.28 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.28 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 3.40 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for

50.54

Rate 454.40 239.10 124.80 7.49

Per Hour Hour Hour

14.44

Hour

1.00 Cum

7 Lead for every Km beyond 30 Km: Out put = 3.40 Cum 0.05 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.05 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.05 Hrs. crew charges of Tipper 5.00 Cum @

Rate 454.40 239.10 124.80

Per Hour Hour Hour

Rs. Rs. Rs.

171.84 50.54 0.00

Rs.

50.54

Rs. Rs. Rs. Rs. Rs. Rs. Rs.

Amount 127.23 66.95 34.94 0.00 229.12 67.39 0.00

Rs.

67.39

Rs. Rs. Rs. Rs. Rs. Rs. Rs.

Amount 154.50 81.29 42.43 0.00 278.22 81.83 0.00

Rs.

81.83

Rs. Rs. Rs. Rs. Rs. Rs. Rs.

Amount 181.76 95.64 49.92 0.00 327.32 96.27 0.00

Rs.

96.27

Rs. Rs. Rs. Rs. Rs. Rs. Rs.

Amount 27.26 14.35 7.49 0.00 49.10 14.44 0.00

Rs.

14.44

Rs. Rs. Rs.

Amount 22.72 11.96 6.24

0.00 add area allowance at 0% on Rs. Rate for 3.40 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for

6.24

12.04

1.00 Cum

E) For Water (per 1000 Ltrs): 1 Lead up to 1 Km: Out put = 8000 Ltrs 0.15 Hrs. hire charges of water tanker 8000 ltrs capacity @ Rs.

Rs. Rs. Rs. Rs.

0.00 40.92 12.04 0.00

Rs.

12.04

Rate 408.80

Per Hour

Rs.

Amount 61.32

0.15 Hrs. fuel charges of water tanker 8000 ltrs capacity @ Rs.

239.10

Hour

Rs.

35.87

0.15 Hrs. crew charges of water tanker 8000 ltrs capacity @ Rs.

117.00

Hour

Rs.

17.55

0.00 add area allowance at 0% on Rs. Rate for 8000 Ltrs Rate for 1000 Ltrs 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Ltrs

17.55

Rs. Rs. Rs. Rs.

0.00 114.74 14.34 0.00

Rs.

14.34

2 Lead up to 2 Km: Out put = 8000 Ltrs 0.21 Hrs. hire charges of water tanker 8000 ltrs capacity @ Rs.

14.34

Rate 408.80

Per Hour

Rs.

Amount 85.85

0.21 Hrs. fuel charges of water tanker 8000 ltrs capacity @ Rs.

239.10

Hour

Rs.

50.21

0.21 Hrs. crew charges of water tanker 8000 ltrs capacity @ Rs.

117.00

Hour

Rs.

24.57

0.00 add area allowance at 0% on Rs. Rate for 8000 Ltrs Rate for 1000 Ltrs 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Ltrs

24.57

Rs. Rs. Rs. Rs.

0.00 160.63 20.08 0.00

Rs.

20.08

3 Lead up to 3 Km: Out put = 8000 Ltrs 0.28 Hrs. hire charges of water tanker 8000 ltrs capacity @ Rs.

20.08

Rate 408.80

Per Hour

Rs.

Amount 114.46

0.28 Hrs. fuel charges of water tanker 8000 ltrs capacity @ Rs.

239.10

Hour

Rs.

66.95

0.28 Hrs. crew charges of water tanker 8000 ltrs capacity @ Rs.

117.00

Hour

Rs.

32.76

0.00 add area allowance at 0% on Rs. Rate for 8000 Ltrs Rate for 1000 Ltrs 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Ltrs

32.76

Rs. Rs. Rs. Rs.

0.00 214.17 26.77 0.00

Rs.

26.77

Rs.

Amount 138.99

4 Lead up to 4 Km: Out put = 8000 Ltrs 0.34 Hrs. hire charges of water tanker 8000 ltrs capacity @ Rs.

26.77

Rate 408.80

Per Hour

0.34 Hrs. fuel charges of water tanker 8000 ltrs capacity @ Rs.

239.10

Hour

Rs.

81.29

0.34 Hrs. crew charges of water tanker 8000 ltrs capacity @ Rs.

117.00

Hour

Rs.

39.78

0.00 add area allowance at 0% on Rs. Rate for 8000 Ltrs Rate for 1000 Ltrs 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Ltrs

39.78

Rs. Rs. Rs. Rs.

0.00 260.06 32.51 0.00

Rs.

32.51

5 Lead up to 5 Km: Out put = 8000 Ltrs 0.40 Hrs. hire charges of water tanker 8000 ltrs capacity @ Rs.

32.51

Rate 408.80

Per Hour

Rs.

Amount 163.52

0.40 Hrs. fuel charges of water tanker 8000 ltrs capacity @ Rs.

239.10

Hour

Rs.

95.64

0.40 Hrs. crew charges of water tanker 8000 ltrs capacity @ Rs.

117.00

Hour

Rs.

46.80

0.00 add area allowance at 0% on Rs. Rate for 8000 Ltrs Rate for 1000 Ltrs 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Ltrs

46.80

Rs. Rs. Rs. Rs.

0.00 305.96 38.25 0.00

Rs.

38.25

6 Lead for every Km from 5 to 30 Km: Out put = 8000 Ltrs 0.06 Hrs. hire charges of water tanker 8000 ltrs capacity @ Rs.

38.25

Rate 408.80

Per Hour

Rs.

Amount 24.53

0.06 Hrs. fuel charges of water tanker 8000 ltrs capacity @ Rs.

239.10

Hour

Rs.

14.35

0.06 Hrs. crew charges of water tanker 8000 ltrs capacity @ Rs.

117.00

Hour

Rs.

7.02

0.00 add area allowance at 0% on Rs. Rate for 8000 Ltrs Rate for 1000 Ltrs 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Ltrs

7.02

Rs. Rs. Rs. Rs.

0.00 45.90 5.74 0.00

Rs.

5.74

7 Lead for every Km beyond 30 Km: Out put = 8000 Ltrs 0.05 Hrs. hire charges of water tanker 8000 ltrs capacity @ Rs.

5.74

Rate 408.80

Per Hour

Rs.

Amount 20.44

0.05 Hrs. fuel charges of water tanker 8000 ltrs capacity @ Rs.

239.10

Hour

Rs.

11.96

0.05 Hrs. crew charges of water tanker 8000 ltrs capacity @ Rs.

117.00

Hour

Rs.

5.85

0.00 add area allowance at 0% on Rs. Rate for 8000 Ltrs Rate for 1000 Ltrs 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Ltrs

5.85

Rs. Rs. Rs. Rs.

0.00 38.25 4.78 0.00

Rs.

4.78

F) For Bricks (per 1000 Nos): 1 Lead up to 1 Km:

4.78

Out put = 3000 Nos 0.15 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.

Rate 424.50

Per Hour

Rs.

Amount 63.68

0.15 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.

239.10

Hour

Rs.

35.87

0.15 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.

117.00

Hour

Rs.

17.55

0.00 add area allowance at 0% on Rs. Rate for 3000 Nos Rate for 1000 Nos 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Nos

17.55

Rs. Rs. Rs. Rs.

0.00 117.10 39.03 0.00

Rs.

39.03

2 Lead up to 2 Km: Out put = 3000 Nos 0.21 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.

39.03

Rate 424.50

Per Hour

Rs.

Amount 89.15

0.21 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.

239.10

Hour

Rs.

50.21

0.21 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.

117.00

Hour

Rs.

24.57

0.00 add area allowance at 0% on Rs. Rate for 3000 Nos Rate for 1000 Nos 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Nos

24.57

Rs. Rs. Rs. Rs.

0.00 163.93 54.64 0.00

Rs.

54.64

3 Lead up to 3 Km: Out put = 3000 Nos 0.28 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.

54.64

Rate 424.50

Per Hour

Rs.

Amount 118.86

0.28 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.

239.10

Hour

Rs.

66.95

0.28 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.

117.00

Hour

Rs.

32.76

0.00 add area allowance at 0% on Rs. Rate for 3000 Nos Rate for 1000 Nos 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Nos

32.76

Rs. Rs. Rs. Rs.

0.00 218.57 72.86 0.00

Rs.

72.86

4 Lead up to 4 Km: Out put = 3000 Nos 0.34 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.

72.86

Rate 424.50

Per Hour

Rs.

Amount 144.33

0.34 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.

239.10

Hour

Rs.

81.29

0.34 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.

117.00

Hour

Rs.

39.78

0.00 add area allowance at 0% on Rs. Rate for 3000 Nos Rate for 1000 Nos 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Nos

39.78

Rs. Rs. Rs. Rs.

0.00 265.40 88.47 0.00

Rs.

88.47

88.47

5 Lead up to 5 Km: Out put = 3000 Nos 0.40 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.

Rate 424.50

Per Hour

Rs.

Amount 169.80

0.40 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.

239.10

Hour

Rs.

95.64

0.40 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.

117.00

Hour

Rs.

46.80

0.00 add area allowance at 0% on Rs. Rate for 3000 Nos Rate for 1000 Nos 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Nos

46.80

Rs. Rs. Rs. Rs.

0.00 312.24 104.08 0.00

Rs.

104.08

6 Lead for every Km beyond 5 Kms up to 30 Kms: Out put = 3000 Nos 0.06 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.

104.08

Rate 424.50

Per Hour

Rs.

Amount 25.47

0.06 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.

239.10

Hour

Rs.

14.35

0.06 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.

117.00

Hour

Rs.

7.02

0.00 add area allowance at 0% on Rs. Rate for 3000 Nos Rate for 1000 Nos 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Nos

7.02

Rs. Rs. Rs. Rs.

0.00 46.84 15.61 0.00

Rs.

15.61

7 Lead for every Km beyond 30 Kms: Out put = 3000 Nos 0.05 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.

15.61

Rate 424.50

Per Hour

Rs.

Amount 21.23

0.05 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.

239.10

Hour

Rs.

11.96

0.05 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.

117.00

Hour

Rs.

5.85

0.00 add area allowance at 0% on Rs. Rate for 3000 Nos Rate for 1000 Nos 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Nos

5.85

Rs. Rs. Rs. Rs.

0.00 39.04 13.01 0.00

Rs.

13.01

13.01

LOADING & UNLOADING CHARGES BY MANUAL MEANS (EXCLUDING IDLE HIRE CHARGES OF TRUCKS) A) For Earth, Sand, Morrum, Manure, Fly Ash (per Cum): (i) Loading charges: Out put = 5.50 Cum Rate a) Labour: 0.01 day Head mazdoor 285.00 0.25 day Mazdoor 250.00 0.00 add area allowance at 0% on Rs. Total labour charges Rate for 5.50 Cum

65.35

Per day day

Amount Rs. Rs. Rs. Rs. Rs. Rs.

2.85 62.50 65.35 0.00 65.35 65.35

Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 Cum (ii) Unloading charges: Out put = 5.50 Cum a) Labour: 0.005 day Head mazdoor 0.125 day Mazdoor 0.00 add area allowance at 0% on Rs. Total labour charges Rate for 5.50 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 Cum

11.88

Rate

Per

285.00 250.00

day day

32.68

5.94

Rs. Rs.

11.88 0.00

Rs.

11.88

Amount Rs. Rs. Rs. Rs. Rs. Rs. Rs. Rs.

1.43 31.25 32.68 0.00 32.68 32.68 5.94 0.00

Rs.

5.94

B) For Lime, Agrregate, Stone Boulder, Brick aggregate, Kankar, Building rubbish, Crushed slag, Stone for masonry work (per Cum): (i) Loading charges: Out put = 5.50 Cum a) Labour: 0.02 day Head mazdoor 0.50 day Mazdoor 0.00 add area allowance at 0% on Rs. Total labour charges Rate for 5.50 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 Cum (ii) Unloading charges: Out put = 5.50 Cum a) Labour: 0.01 day Head mazdoor 0.25 day Mazdoor 0.00 add area allowance at 0% on Rs. Total labour charges Rate for 5.50 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 Cum C) For Cement (per Tonne): (i) Loading charges: Out put = 10.00 MT a) Labour: 0.06 day Head mazdoor 1.50 day Mazdoor 0.00 add area allowance at 0% on Rs. Total labour charges Rate for 10.00 MT

Rate

Per

285.00 250.00

day day

130.70

23.76

Rate

Per

285.00 250.00

day day

65.35

11.88

Rate

Per

285.00 250.00

day day

392.10

Amount Rs. Rs. Rs. Rs. Rs. Rs. Rs. Rs.

5.70 125.00 130.70 0.00 130.70 130.70 23.76 0.00

Rs.

23.76

Amount Rs. Rs. Rs. Rs. Rs. Rs. Rs. Rs.

2.85 62.50 65.35 0.00 65.35 65.35 11.88 0.00

Rs.

11.88

Amount Rs. Rs. Rs. Rs. Rs. Rs.

17.10 375.00 392.10 0.00 392.10 392.10

Rate for 1.00 MT 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 MT (ii) Unloading & Stacking charges: Out put = 10.00 MT a) Labour: 0.06 day Head mazdoor 1.50 day Mazdoor 0.00 add area allowance at 0% on Rs. Total labour charges Rate for 10.00 MT Rate for 1.00 MT 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 MT D) For Structural steel, Steel bars (per Tonne): (i) Loading charges: Out put = 10.00 MT a) Labour: 0.07 day Head mazdoor 1.80 day Mazdoor 0.00 add area allowance at 0% on Rs. Total labour charges Rate for 10.00 MT Rate for 1.00 MT 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 MT (ii) Unloading & Stacking charges: Out put = 10.00 MT a) Labour: 0.07 day Head mazdoor 1.80 day Mazdoor 0.00 add area allowance at 0% on Rs. Total labour charges Rate for 10.00 MT Rate for 1.00 MT 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 MT

39.21

Rate

Per

285.00 250.00

day day

392.10

39.21

Rate

Per

285.00 250.00

day day

469.95

47.00

Rate

Per

285.00 250.00

day day

469.95

47.00

E) For Bricks of size 225 x 140 x 70mm (per 1000 Nos): (i) Loading charges: Out put = 2000.00 Nos Rate a) Labour: 0.01 day Head mazdoor 285.00 0.25 day Mazdoor 250.00 0.00 add area allowance at 0% on Rs. Total labour charges Rate for 2000 Nos Rate for 1000 Nos

65.35

Rs. Rs.

39.21 0.00

Rs.

39.21

Amount Rs. Rs. Rs. Rs. Rs. Rs. Rs. Rs.

17.10 375.00 392.10 0.00 392.10 392.10 39.21 0.00

Rs.

39.21

Amount Rs. Rs. Rs. Rs. Rs. Rs. Rs. Rs.

19.95 450.00 469.95 0.00 469.95 469.95 47.00 0.00

Rs.

47.00

Amount Rs. Rs. Rs. Rs. Rs. Rs. Rs. Rs.

19.95 450.00 469.95 0.00 469.95 469.95 47.00 0.00

Rs.

47.00

Per day day

Amount Rs. Rs. Rs. Rs. Rs. Rs. Rs.

2.85 62.50 65.35 0.00 65.35 65.35 32.68

0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Nos (ii) Unloading & Stacking charges: Out put = 2000.00 Nos a) Labour: 0.01 day Head mazdoor 0.25 day Mazdoor 0.00 add area allowance at 0% on Rs. Total labour charges Rate for 2000 Nos Rate for 1000 Nos 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Nos

32.68

Rate

Per

285.00 250.00

day day

65.35

32.68

Rs.

0.00

Rs.

32.68

Amount Rs. Rs. Rs. Rs. Rs. Rs. Rs. Rs.

2.85 62.50 65.35 0.00 65.35 65.35 32.68 0.00

Rs.

32.68

LOADING & UNLOADING CHARGES BY MANUAL MEANS (INCLUDING IDLE HIRE CHARGES OF TRUCKS) A) For Earth, Sand, Morrum, Manure, Fly Ash (per Cum): (i) Loading charges: Out put = 5.50 Cum Rate a) Labour: 0.01 day Head mazdoor 285.00 0.25 day Mazdoor 250.00

Per

Amount

day day

Rs. Rs. Rs. Rs. Rs.

2.85 62.50 65.35 0.00 65.35

424.50

Hour

Rs.

212.25

0.50 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.

239.10

Hour

Rs.

119.55

0.50 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.

117.00

Hour

Rs.

58.50

0.00 add area allowance at 0% on Rs. Total machinery charges Total labour and machinery charges Rate for 5.50 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 Cum

58.50

Rs. Rs. Rs. Rs. Rs. Rs.

0.00 390.30 455.65 455.65 82.85 0.00

Rs.

82.85

0.00 add area allowance at 0% on Rs. Total labour charges b) Machinery: 0.50 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.

(ii) Unloading charges: Out put = 5.50 Cum a) Labour: 0.005 day Head mazdoor 0.125 day Mazdoor 0.00 add area allowance at 0% on Rs. Total labour charges b) Machinery: 0.166 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs. 0.166 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.

65.35

82.85

Rate

Per

285.00 250.00

day day

Rs. Rs. Rs. Rs. Rs.

1.43 31.25 32.68 0.00 32.68

424.50

Hour

Rs.

70.47

239.10

Hour

Rs.

39.69

32.68

Amount

0.166 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.

117.00

0.00 add area allowance at 0% on Rs. Total machinery charges Total labour and machinery charges Rate for 5.50 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 Cum

19.42

Hour

29.50

Rs.

19.42

Rs. Rs. Rs. Rs. Rs. Rs.

0.00 129.58 162.26 162.26 29.5 0.00

Rs.

29.50

B) For Lime, Agrregate, Stone Boulder, Brick aggregate, Kankar, Building rubbish, Crushed slag, Stone for machinery work (per Cum): (i) Loading charges: Out put = 5.50 Cum a) Labour: 0.02 day Head mazdoor 0.50 day Mazdoor

Rate

Per

Amount

285.00 250.00

day day

Rs. Rs. Rs. Rs. Rs.

5.70 125.00 130.70 0.00 130.70

0.00 add area allowance at 0% on Rs. Total labour charges b) Machinery: 0.50 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.

130.70

424.50

Hour

Rs.

212.25

0.50 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.

239.10

Hour

Rs.

119.55

0.50 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.

117.00

Hour

Rs.

58.50

0.00 add area allowance at 0% on Rs. Total machinery charges Total labour and machinery charges Rate for 5.50 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 Cum

58.50

Rs. Rs. Rs. Rs. Rs. Rs.

0.00 390.30 521.00 521.00 94.73 0.00

Rs.

94.73

(ii) Unloading charges: Out put = 5.50 Cum a) Labour: 0.01 day Head mazdoor 0.25 day Mazdoor

94.73

Rate

Per

285.00 250.00

day day

Rs. Rs. Rs. Rs. Rs.

2.85 62.50 65.35 0.00 65.35

424.50

Hour

Rs.

106.13

0.25 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.

239.10

Hour

Rs.

59.78

0.25 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.

117.00

Hour

Rs.

29.25

0.00 add area allowance at 0% on Rs. Total machinery charges Total labour and machinery charges Rate for 5.50 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs.

29.25

Rs. Rs. Rs. Rs. Rs. Rs.

0.00 195.16 260.51 260.51 47.37 0.00

0.00 add area allowance at 0% on Rs. Total labour charges b) Machinery: 0.25 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.

65.35

47.37

Amount

Total rate for

1.00 Cum

C) For Cement (per Tonne): (i) Loading charges: Out put = 10.00 MT a) Labour: 0.06 day Head mazdoor 1.50 day Mazdoor

Rs.

47.37

Rate

Per

Amount

285.00 250.00

day day

Rs. Rs. Rs. Rs. Rs.

17.10 375.00 392.10 0.00 392.10

0.00 add area allowance at 0% on Rs. Total labour charges b) Machinery: 1.00 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.

392.10

424.50

Hour

Rs.

424.50

1.00 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.

239.10

Hour

Rs.

239.10

1.00 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.

117.00

Hour

Rs.

117.00

0.00 add area allowance at 0% on Rs. Total machinery charges Total labour and machinery charges Rate for 10.00 MT Rate for 1.00 MT 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 MT

117.00

Rs. Rs. Rs. Rs. Rs. Rs.

0.00 780.60 1172.70 1172.70 117.27 0.00

Rs.

117.27

(ii) Unloading & Stacking charges: Out put = 10.00 MT a) Labour: 0.07 day Head mazdoor 1.80 day Mazdoor

117.27

Rate

Per

Amount

285.00 250.00

day day

Rs. Rs. Rs. Rs. Rs.

19.95 450.00 469.95 0.00 469.95

0.00 add area allowance at 0% on Rs. Total labour charges b) Machinery: 1.00 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.

469.95

424.50

Hour

Rs.

424.50

1.00 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.

239.10

Hour

Rs.

239.10

1.00 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.

117.00

Hour

Rs.

117.00

0.00 add area allowance at 0% on Rs. Total machinery charges Total labour and machinery charges Rate for 10.00 MT Rate for 1.00 MT 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 MT

117.00

Rs. Rs. Rs. Rs. Rs. Rs.

0.00 780.60 1250.55 1250.55 125.06 0.00

Rs.

125.06

D) For Structural steel, Steel bars (per Tonne): (i) Loading charges: Out put = 10.00 MT a) Labour: 0.07 day Head mazdoor 1.80 day Mazdoor 0.00 add area allowance at 0% on Rs.

125.06

Rate

Per

285.00 250.00

day day

469.95

Amount Rs. Rs. Rs. Rs.

19.95 450.00 469.95 0.00

Total labour charges b) Machinery: 1.00 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.

Rs.

469.95

424.50

Hour

Rs.

424.50

1.00 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.

239.10

Hour

Rs.

239.10

1.00 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.

117.00

Hour

Rs.

117.00

0.00 add area allowance at 0% on Rs. Total machinery charges Total labour and machinery charges Rate for 10.00 MT Rate for 1.00 MT 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 MT

117.00

Rs. Rs. Rs. Rs. Rs. Rs.

0.00 780.60 1250.55 1250.55 125.06 0.00

Rs.

125.06

(ii) Unloading & Stacking charges: Out put = 10.00 MT a) Labour: 0.07 day Head mazdoor 1.80 day Mazdoor

125.06

Rate

Per

Amount

285.00 250.00

day day

Rs. Rs. Rs. Rs. Rs.

19.95 450.00 469.95 0.00 469.95

0.00 add area allowance at 0% on Rs. Total labour charges b) Machinery: 1.00 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.

469.95

424.50

Hour

Rs.

424.50

1.00 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.

239.10

Hour

Rs.

239.10

1.00 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.

117.00

Hour

Rs.

117.00

0.00 add area allowance at 0% on Rs. Total machinery charges Total labour and machinery charges Rate for 10.00 MT Rate for 1.00 MT 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 MT

117.00

Rs. Rs. Rs. Rs. Rs. Rs.

0.00 780.60 1250.55 1250.55 125.06 0.00

Rs.

125.06

125.06

E) For Bricks of size 225 x 140 x 70mm (per 1000 Nos): (i) Loading charges: Out put = 2000.00 Nos Rate a) Labour: 0.01 day Head mazdoor 285.00 0.25 day Mazdoor 250.00

Per

Amount

day day

Rs. Rs. Rs. Rs. Rs.

2.85 62.50 65.35 0.00 65.35

424.50

Hour

Rs.

140.09

0.33 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.

239.10

Hour

Rs.

78.90

0.33 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.

117.00

Hour

Rs.

38.61

0.00 add area allowance at 0% on Rs.

38.61

Rs.

0.00

0.00 add area allowance at 0% on Rs. Total labour charges b) Machinery: 0.33 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.

65.35

Total machinery charges Total labour and machinery charges Rate for 2000 Nos Rate for 1000 Nos 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Nos (ii) Unloading & Stacking charges: Out put = 2000.00 Nos a) Labour: 0.06 day Head mazdoor 1.50 day Mazdoor

161.48

Rs. Rs. Rs. Rs. Rs.

257.60 322.95 322.95 161.48 0.00

Rs.

161.48

Rate

Per

Amount

285.00 250.00

day day

Rs. Rs. Rs. Rs. Rs.

17.10 375.00 392.10 0.00 392.10

0.00 add area allowance at 0% on Rs. Total labour charges b) Machinery: 1.00 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.

392.10

424.50

Hour

Rs.

424.50

1.00 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.

239.10

Hour

Rs.

239.10

1.00 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.

117.00

Hour

Rs.

117.00

0.00 add area allowance at 0% on Rs. Total machinery charges Total labour and machinery charges Rate for 2000 Nos Rate for 1000 Nos 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Nos

117.00

Rs. Rs. Rs. Rs. Rs. Rs.

0.00 780.60 1172.70 1172.70 586.35 0.00

Rs.

586.35

586.35

LOADING & UNLOADING CHARGES BY MECHANICAL MEANS (INCLUDING IDLE HIRE CHARGES OF TRUCKS) A) For Earth, Sand, Morrum, Manure, Fly Ash (per Cum): (i) Loading charges: Out put = 5.50 Cum Rate a) Machinery: 0.11 Hrs. hire charges of Tipper 10 Tonnes 424.50 capacity @ Rs.

Per

Amount

Hour

Rs.

46.70

0.11 Hrs. fuel charges of Tipper 10 Tonnes capacity @ Rs.

239.10

Hour

Rs.

26.30

0.11 Hrs. crew charges of Tipper 10 Tonnes capacity @ Rs.

117.00

Hour

Rs.

12.87

0.06 Hrs. hire charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.

424.50

Hour

Rs.

25.47

0.06 Hrs. fuel charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.

239.10

Hour

Rs.

14.35

0.06 Hrs. crew charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.

117.00

Hour

Rs.

7.02

0.00 add area allowance at 0% on Rs. Total machinery charges Rate for 5.50 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 Cum

19.89

Rs. Rs. Rs. Rs. Rs.

0.00 132.71 132.71 24.13 0.00

Rs.

24.13

24.13

(ii) Unloading charges: Out put = 5.50 Cum a) Machinery: 0.08 Hrs. hire charges of Tipper 10 Tonnes capacity @ Rs.

Rate

Per

424.50

Hour

Rs.

33.96

0.08 Hrs. fuel charges of Tipper 10 Tonnes capacity @ Rs.

239.10

Hour

Rs.

19.13

0.08 Hrs. crew charges of Tipper 10 Tonnes capacity @ Rs.

117.00

Hour

Rs.

9.36

0.00 add area allowance at 0% on Rs. Total machinery charges Rate for 5.50 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 Cum

9.36

Rs. Rs. Rs. Rs. Rs.

0.00 62.45 62.45 11.35 0.00

Rs.

11.35

11.35

Amount

B) For Lime, Agrregate, Stone Boulder, Brick aggregate, Kankar, Building rubbish, Crushed slag, Stone for machinery work (per Cum): (i) Loading charges: Out put = 5.50 Cum a) Machinery: 0.17 Hrs. hire charges of Tipper 10 Tonnes capacity @ Rs.

Rate

Per

424.50

Hour

Rs.

72.17

0.17 Hrs. fuel charges of Tipper 10 Tonnes capacity @ Rs.

239.10

Hour

Rs.

40.65

0.17 Hrs. crew charges of Tipper 10 Tonnes capacity @ Rs.

117.00

Hour

Rs.

19.89

0.12 Hrs. hire charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.

424.50

Hour

Rs.

50.94

0.12 Hrs. fuel charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.

239.10

Hour

Rs.

28.69

0.12 Hrs. crew charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.

117.00

Hour

Rs.

14.04

0.00 add area allowance at 0% on Rs. Total machinery charges Rate for 5.50 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 Cum

33.93

Rs. Rs. Rs. Rs. Rs.

0.00 226.38 226.38 41.16 0.00

Rs.

41.16

41.16

Amount