Cost Estimate

LABOR RATES

EQUIPMENT RATES

COMMERCIAL MATERIALS

HAULING COST

BASIC PRICE ANALYSIS

PROCESSED MATERIALS

UNIT PRICE ANALYSIS

MATERIAL SOURCES MAP

GUIDELINES ON UNIT PRICE ANALYSIS

ANNEXES

PART A

FACILITIES FOR THE ENGINEER

PART B

OTHER GENERAL REQUIREMENTS

PART C

EARTHWORK

PART D

SUBBASE AND

BASE COURSE

PART E

SURFACE COURSES

PART F

BRIDGE CONSTRUCTION

PART G

DRAINAGE AND SLOPE PROTECTION STRUCTURES

PART H

MISCELLANEOUS STRUCTURES

JICA ASSISTED ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) ASSET PRESERVATION CONTRACT- PREVENTIVE MAINTENANCE (APC- PM)

HYBRID, PBM - 1 MANILA NORTH ROAD SECTION 1: ARINGAY - SANTA/VIGAN CITY ROAD SECTION (K0243 + 000 to K0389 + 000); Length = 146.00 Km

Provinces of La Union and Ilocos Sur, Region I

TABLE OF CONTENTS 1.Location Map 2. Project Background and Profile 3. Executive Notes on Unit Price Analysis 4. Labor Rates 5. Equipment Rates 6. Material Sources Map 7. Commercial Materials 8. Hauling Cost 9. Basic Price Analysis 10. Processed Materials 11. Unit Price Analysis Part A Part B Part C Part D Part E Part F Part G Part H 12. Annexes 1) 2) 3) 4)

Facilities for the Engineer Other General Requirements Earthwork Subbase and Base Course Surface Courses Bridge Construction Drainage and Slope Protection Structures Miscellaneous Structures

Region V, CMPD, 2nd Quarter Canvassed Sheet for Eng'r. Service Vehicles Canvassed Sheet for Loadometer Eqpt. Back-up Computation for Safety Gadgets

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF

PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length =

TABLE OF CONTENTS

Page Designation

1

Labor Rates

L-1

2

Equipment

Equip1

-

3

Commercial Materials

M1

-

4

Hauling Computation

Haul 1

-

5

Processed Materials Computation

PM-1

-

6

Part A

A1

-

7

Part B

B1

-

8

Part C

C1

-

9

Part D

D1

-

10

Part E

E1

-

11

Part F

F1

-

12

Part G

G1

-

13

Part H

H1

-

IONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE

ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X

AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

TABLE OF CONTENTS

Page Designation

Equip 4

M12

Haul 3

PM-

A15

B4

C21

D2

E5

G10

H20

Title1 Title2 Name Rd. Sect Station

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 Length = 11.81

AND 3RD YEAR OF THE ND PRESERVATION PROJECT (RUPP)

Length = 11.819 Kms.

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

COMPUTATION OF LABOR RATES As of January 2014 REF. NO.

L01 L02 L03 L04 L05 L06 L07 L08 L09 L10

JOB ITEM

Foreman Asst. Foreman/Leadman Heavy Equipment Operator Highly Skilled Labor Light Equipment Operator Driver Skilled Laborer Semi-skilled Labor Unskilled Laborer CADD Operator

LABOR COST INDEX 1.80 1.65 1.50 1.50 1.40 1.30 1.30 1.20 1.00 1.63

BASIC WAGE

MONTHLY BENEFITS

DAILY

MONTHLY

LEAVE

BONUS

SSS

PAG-IBIG

PHILHEALTH

541.80 496.65 451.50 451.50 421.40 391.30 391.30 361.20 301.00 490.63

13,545.00 12,416.25 11,287.50 11,287.50 10,535.00 9,782.50 9,782.50 9,030.00 7,525.00 12,265.75

541.80 496.65 451.50 451.50 421.40 391.30 391.30 361.20 301.00 490.63

1,128.75 1,034.69 940.63 940.63 877.92 815.21 815.21 752.50 627.08 1,022.15

1,004.50 930.80 857.20 857.20 783.50 746.70 746.70 673.00 562.50 930.80

100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00

137.50 125.00 112.50 112.50 100.00 100.00 100.00 87.50 75.00 75.00

NOTE: Monthly wages based on 300 days per year at 8 hours per day Minimum Wage Rate

=

Php 301.00

Leave (vacation and sick)

=

Basic Daily Wage x 25 days per month x 12/300

Bonus (13th Month Pay)

=

Basic Monthly Pay /12

SSS

=

Amount Representing Employer's Contribution, Graduated Scale

Effective January 1, 2014

L-1

TOTAL RATE PER MONTH 16,457.55 15,103.39 13,749.33 13,749.33 12,817.82 11,935.71 11,935.71 11,004.20 9,190.58 14,884.33

Pag-ibig

=

Amount Representing Employer's Contribution, Graduated Scale

Philhealth

=

Amount Representing Employer's Contribution, Graduated Scale

Employees Compensation

=

Amount Representing Employer's Contribution, Graduated Scale

Sources of Data:

National Wages and Productivity Commission, Department of Labor and Employment, Social Security System, Philippine Contractors Association, Private Contractors, Civil Engineering Consultants and other related sources.

L-2

NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

M - 13 SAYRE HIGHWAY, REGION X BALAY - CABANGLASAN ROAD SECTION 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

COMPUTATION OF LABOR RATES As of January 2014 RATE/ DAY

RATE/ HOUR

658.30 604.14 549.97 549.97 512.71 477.43 477.43 440.17 367.62 595.37

82.29 75.52 68.75 68.75 64.09 59.68 59.68 55.02 45.95 74.42

L-3

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

CONSTRUCTION EQUIPMENT RENTAL RATES BASED ON ACEL EQUIPMENT GUIDEBOOK 2009, EDITION 24 (AS OF JANUARY 2013) REF. NO.

EQUIPMENT

I. EARTHWORKS E101 Crawler Dozer, D6H PS/DDPSDS, 165hp E102 Crawler Dozer, D65A-8, 155hp E103 Crawler Dozer with Ripper, D7G PS* E104 Crawler Loader,1.76 cu.m. 953 LGP E105 Wheel Loader, 2.0 cu.m., 928G E106 Wheel Loader, 1.5 cu.m., E107 Backhoe Crawler, 1.09 cu.m. EL 200B E107a Backhoe Crawler, 0.80 cu.m. E107b Backhoe Wheel Type 0.280 cu.m. E108 Backhoe w/ pavement breaker, 1.50 cu.m. 320 C/CL E109 Motor Grader, 135hp, komatsu, GD511R-1 E110 Motor Grader, 140hp, Caterpillar G710A E111 Pneumatic Tire Roller, Bomag, BW20R 8-wheels, 24 MT E112 Pneumatic Tire Roller, Bomag, BW16R 8-wheels, 20 MT E113 Vibratory Single Smooth Drum Roller, CA252D, 12.55 MT E114 Vibratory Tandem Roller, CC421, 10M.T. E115 Vibratory Tamping Foot Roller, CA250PD, 13.65M.T. E116 Vibratory Plate Compactor

FLYWHEEL/ HORSEPOWER

MONTHLY BARE RENTAL (Php)

HOURLY BARE RENTAL (Php)

REPAIR AND FUEL, OIL AND MAINTENANCE LUBRICANTS (Php) (Php)

165.00 155.00 200.00 110.00 125.00 110.00 118.00 99.00

338,338.00 643,643.00 504,790.00 309,881.00 358,930.00 225,225.00 290,290.00 199,771.00

1,691.69 3,218.22 2,523.95 1,549.41 1,794.65 1,126.13 1,451.45 998.86

203.00 386.19 302.87 185.93 215.36 135.14 174.17 119.86

1,222.65 1,148.55 1,482.00 815.10 926.25 815.10 874.38 733.59

138.00 135.00 140.00 85.50 85.50 115.00 123.40 104.60 13.50

545,173.20 230,087.00 282,425.00 239,811.00 227,513.00 195,910.00 214,786.00 315,887.00 54,900.00

2,725.87 1,150.44 1,412.13 1,199.06 1,137.57 979.55 1,073.93 1,579.44 274.50

327.10 138.05 169.46 143.89 136.51 117.55 128.87 189.53 32.94

1,022.58 1,000.35 1,037.40 633.56 633.56 852.15 914.39 775.09 100.04

Equip-1

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

CONSTRUCTION EQUIPMENT RENTAL RATES BASED ON ACEL EQUIPMENT GUIDEBOOK 2009, EDITION 24 (AS OF JANUARY 2013) REF. NO.

EQUIPMENT

E116a E117 E118 E119 E119a E120 E120a E121 E122 E123

Vibratory Plate Compactor7hp Dump Truck, 9.0 cu.m. Dump Truck, 11.50 cu.m. Pneumatic Tired Roller, 10 M.T. Pneumatic Tired Roller, DYNAPAC CS141, 11MT,100 HP Cargo Truck, 9 - 10 M.T. Cargo Truck, 2 - 5 M.T. Water Truck, 500 - 1000 gals. Truck, with Boom Tandem Smooth Drum Roller, CC101, Dynapac 2.4T

E201 E202

II. CONCRETE/ ASPHALT PAVEMENT Aggregate Crusher, Parker Model 1208, 100TPH Aggregate Crusher, Svedala Jawmaster 907HD, 175-275TPH

FLYWHEEL/ HORSEPOWER 7.00 275.00 380.00

MONTHLY BARE RENTAL (Php) 16,968.75 156,624.00 212,472.00

100.00 270.00 160.00 360.00

1,184.00 43,208.00 92,508.00

5.92 216.04 462.54

0.71 25.92 55.50

741.00 2,000.70 1,185.60

30.80

66,451.25

332.26

39.87

228.23

200.00 222.00

392,249.00 955,423.00

1,961.25 4,777.12

235.35 573.25

1,482.00 1,645.02

Equip-2

HOURLY REPAIR AND FUEL, OIL AND BARE RENTAL MAINTENANCE LUBRICANTS (Php) (Php) (Php) 84.84 10.18 65.31 783.12 93.97 2,037.75 1,062.36 127.48 2,815.80

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

CONSTRUCTION EQUIPMENT RENTAL RATES BASED ON ACEL EQUIPMENT GUIDEBOOK 2009, EDITION 24 (AS OF JANUARY 2013) REF. NO. E203 E204 E204a E205 E206 E207 E208 E209 E209a E210 E211 E212 E213 E214 E215 E216 E217 E218 E219

EQUIPMENT Washing / Screening Plant, 100TPH Concrete Batch Plant, ROSSUNIPLANT, 80 cu.m./hr Concrete Batch Plant, 30 cu.m./hr. Transit Mixer, 5.0 cu.m. Transit Mixer, 7.0 cu.m. Concrete Saw, self-propelled 10-3/4 in Concrete Paver/Finisher, Gomaco /GT300 COM III Concrete Screeder, Roller Screed, Triple Tube Concrete Screeder, ( 5.5 Hp) Asphalt Distributor, Etnyre BT-RS/5 T, 3000 USG Power Broom, Self Propelled, Towed, 30 km/hr. Asphalt Paver/ Finisher, CMI AP 1100/ 10 ft. width Pumpcrete w/ standard accessories and pipes, 60cu.m./hr. Asphalt Batch Plant, 60-80 Tons/hr. Power Broom, Towed type, 2.0m wide Asphalt Paver/ Finisher,( 80 Hp ), NF220BIIVDM Boom Truck Shot Blasting, Electric Air Blasting

FLYWHEEL/ HORSEPOWER 180.00 180.00

MONTHLY BARE RENTAL (Php) 356,070.00 522,160.00

195.00 290.00 25.00 169.00 25.00

191,724.00 231,816.00 79,249.00 879,450.00 450,736.00

958.62 1,159.08 396.25 4,397.25 2,253.68

115.03 139.09 47.55 527.67 270.44

1,444.95 2,148.90 185.25 1,252.29 185.25

100.00 120.00 142.00

139,282.00 17,405.00 340,054.00 180,180.00

696.41 87.03 1,700.27 900.90

83.57 10.44 204.03

741.00 889.20 1,052.22

27.00

333,333.33 15,555.56

1,666.67 77.78

200.00 9.33

Equip-3

HOURLY REPAIR AND FUEL, OIL AND BARE RENTAL MAINTENANCE LUBRICANTS (Php) (Php) (Php) 1,780.35 213.64 1,333.80 2,610.80 313.30 1,333.80

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

CONSTRUCTION EQUIPMENT RENTAL RATES BASED ON ACEL EQUIPMENT GUIDEBOOK 2009, EDITION 24 (AS OF JANUARY 2013) REF. NO.

EQUIPMENT

E220 E221

CMI Roto-Mill, PR375, 375HP W130F Wirtgen Roto Milling Machine III. STRUCTURES E301 Truck Mounted Crane, Hydraulic Telescopic Boom, 21-25MT E301a Truck Mounted Crane, Hydraulic Telescopic Boom, 41-45MT E302 Truck Mounted Crane, Hydraulic Telescopic Boom, 51-60MT E302a Crane with bucket E303 Crawler Crane, 21 - 25 MT E304 Crawler Crane, 51 - 60 MT E305 Diesel Pile Hammer, Mitsubishi, MH35-DSL, 10,500 KG-M E305a Diesel Pile Hammer, Kobelco, K25-DSL, 7,500 KG-M

III. STRUCTURES E306 Pile Vibratory Hammer E306a Vibro Hammer (Hydraulic Operated) E307 Concrete Mixer, 1 - Bagger E308 Concrete Mixer, 2 - Bagger E309 Concrete Vibrator

FLYWHEEL/ HORSEPOWER 375.00 320.00

MONTHLY BARE RENTAL (Php) 149,512.50 6,589,925.00

145.00 246.00 280.00

179,894.00 230,373.00 322,608.00

899.47 1,151.87 1,613.04

107.94 138.22 193.56

1,074.45 1,822.86 2,074.80

145.00 275.00 2.20

179,894.00 328,328.00 184,327.00 162,305.00

899.47 1,641.64 921.64 811.53

107.94 197.00 110.60 97.38

1,074.45 2,037.75 16.30 0.00

2.00

90,519.00

452.60

54.31

3.30

22.00 28.00 5.00

22,308.00 24,739.00 13,125.00

111.54 123.70 65.63

13.38 14.84 7.88

36.30 46.20 8.25

Equip-4

HOURLY REPAIR AND FUEL, OIL AND BARE RENTAL MAINTENANCE LUBRICANTS (Php) (Php) (Php) 747.56 89.71 2,778.75 32,949.63 3,953.96 4,848.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

CONSTRUCTION EQUIPMENT RENTAL RATES BASED ON ACEL EQUIPMENT GUIDEBOOK 2009, EDITION 24 (AS OF JANUARY 2013) REF. NO. E310 E311 E312 E313 E314 E401a E401b E402 E402a E403 E404 E405 E406 E407 E408 E408a E409 E410

EQUIPMENT Drill Rig, mech. rotary, CMV, Model TRM 35/21, 600 -2000mm dia Vibratory Extractor Power Pack Stressing (Jack Machine) Concrete Screeder, 10 Hp IV. SUPPORT EQUIPMENT Service Pick-up, Nissan Frontier, 3.2AT II (4x4) Service Pick-up, Nissan Frontier, 2.7S (4x2) Air Compressor, 251-315 cfm Air Compressor, 15-35 cfm Pneumatic Breaker Water Pump, 3" dia 1500 lpm Water Pump, 4" dia 2500 lpm Bar Shear, 42mm Bar Bender, 42mm Chainsaw with Blade Chainsaw with Blade, 24"long Generator Set, 51-100kw Generator Set, 251-300kw

FLYWHEEL/ HORSEPOWER 175.00

MONTHLY BARE RENTAL (Php) 500,071.00

80.00 80.00 92.00

55,907.00 34,998.00 79,937.00

279.54 174.99 399.69

33.54 21.00

632.00 632.00

80.00 6.70 10.00 10.00 10.00 10.00

10,143.00 22,365.00 44,730.00 42,187.00 55,687.00 33,250.00

50.72 111.83 223.65 210.94 278.44 166.25

6.09

632.00

25.31 33.41 19.95

79.00 79.00 79.00

40.00 50.00

33,374.00 96,986.00

166.87 484.93

20.02 58.19

316.00 395.00

Equip-5

HOURLY REPAIR AND FUEL, OIL AND BARE RENTAL MAINTENANCE LUBRICANTS (Php) (Php) (Php) 2,500.36 300.04 1,296.75

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

CONSTRUCTION EQUIPMENT RENTAL RATES BASED ON ACEL EQUIPMENT GUIDEBOOK 2009, EDITION 24 (AS OF JANUARY 2013) REF. NO.

EQUIPMENT

E411 E411a E412 E413 E414 E415 E416

Welding Machine, 300Amp Welding Machine,15 Hp Paint Stripping Machine Electric/Crawler Drill Tamping Rammer, 16KN Applicator Machine Kneading Machine

E417 E418 E419 E420 E421 E422 E423 E424

IV. SUPPORT EQUIPMENT Cutting Outfit Concrete Cutter, 14 " diameter Traffic Safety Devices Pneumatic Gun (for Epoxy Injection) Jack Hammer Portable Breaker, 4 Hp Hydraulic Pavement Breaker Walk behind Roller, 650~ 750mm; (8Hp)

FLYWHEEL/ HORSEPOWER 48.00

MONTHLY BARE RENTAL (Php) 48,191.00

10.00 40.00 5.00

10,992.00 2,471.00 32,973.00

HOURLY REPAIR AND FUEL, OIL AND BARE RENTAL MAINTENANCE LUBRICANTS (Php) (Php) (Php) 240.96 54.96 12.36 164.87

35 % of Machine Rate

Equip-6

6.60 1.48

79.00 316.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

CONSTRUCTION EQUIPMENT RENTAL RATES BASED ON ACEL EQUIPMENT GUIDEBOOK 2009, EDITION 24 (AS OF JANUARY 2013) REF. NO.

EQUIPMENT

FLYWHEEL/ HORSEPOWER

MONTHLY BARE RENTAL (Php)

E425

Towering Lights, 4 x 1000w; (10.5 Hp)

E426 E427

IV. SUPPORT EQUIPMENT Tamper, 280 ~335 mm; (gas) Joint Sealer with nozzle ( Hot 0r cold) *ATTACHMENTS: Ripper - Add 20% of rate Hydraulic Pavement Breaker - Add 35% of rate

Equip-7

HOURLY BARE RENTAL (Php)

REPAIR AND FUEL, OIL AND MAINTENANCE LUBRICANTS (Php) (Php)

ATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

M - 13 SAYRE HIGHWAY, REGION X ALAY - CABANGLASAN ROAD SECTION 510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

RUCTION EQUIPMENT RENTAL RATES L EQUIPMENT GUIDEBOOK 2009, EDITION 24 (AS OF JANUARY 2013) LABOR

OPERATING COST/HOUR (Php/Hour)

(Php) 68.75 68.75 68.75 68.75 68.75 68.75 68.75 68.75

3,186.09 4,821.70 4,377.57 2,619.18 3,005.00 2,145.11 2,568.75 1,921.05

68.75 68.75 68.75 68.75 68.75 68.75 68.75 68.75 68.75

4,144.30 2,357.58 2,687.73 2,045.24 1,976.37 2,017.99 2,185.94 2,612.80 476.22

Equip-8

ATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

M - 13 SAYRE HIGHWAY, REGION X ALAY - CABANGLASAN ROAD SECTION 510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

RUCTION EQUIPMENT RENTAL RATES L EQUIPMENT GUIDEBOOK 2009, EDITION 24 (AS OF JANUARY 2013) LABOR (Php) 0.00 59.68 59.68

OPERATING COST/HOUR (Php/Hour) 160.34 1,352.00 1,716.00

68.75 59.68 59.68

68.75

1,184.00 1,102.00 712.00 1,065.00 1,384.00 669.10

3,678.59 6,995.39 Equip-9

ATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

M - 13 SAYRE HIGHWAY, REGION X ALAY - CABANGLASAN ROAD SECTION 510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

RUCTION EQUIPMENT RENTAL RATES L EQUIPMENT GUIDEBOOK 2009, EDITION 24 (AS OF JANUARY 2013) LABOR (Php)

59.68 59.68 64.09 64.09 64.09 64.09 64.09 64.09

64.09 64.09

OPERATING COST/HOUR (Php/Hour) 3,327.79 4,257.90 1,208.03 2,578.28 3,506.75 693.13 6,241.30 2,773.46 545.00 1,585.07 1,050.76 3,020.61 1,386.00 1,214.73 130.54 1,833.00 961.20 1,930.76 151.20

Equip-10

ATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

M - 13 SAYRE HIGHWAY, REGION X ALAY - CABANGLASAN ROAD SECTION 510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

RUCTION EQUIPMENT RENTAL RATES L EQUIPMENT GUIDEBOOK 2009, EDITION 24 (AS OF JANUARY 2013) LABOR (Php) 68.75 68.75

OPERATING COST/HOUR (Php/Hour) 3,684.77 41,820.33

68.75 68.75 68.75 68.75 68.75 68.75 68.75

68.75 64.09 64.09 64.09 Equip-11

2,150.60 3,181.70 3,950.15 1,729.00 2,150.60 3,945.13 1,117.28 977.65

578.95 3,069.00 225.31 248.83 145.84

ATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

M - 13 SAYRE HIGHWAY, REGION X ALAY - CABANGLASAN ROAD SECTION 510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

RUCTION EQUIPMENT RENTAL RATES L EQUIPMENT GUIDEBOOK 2009, EDITION 24 (AS OF JANUARY 2013) LABOR (Php) 0.00

OPERATING COST/HOUR (Php/Hour) 4,097.15 292.50 497.75 10,000.00 954.00

59.68 59.68

64.09

64.09 64.09 64.09 64.09 Equip-12

1,004.76 887.67 615.00 189.00 752.89 111.83 223.65 315.25 390.85 329.29 114.84 566.98 1,002.21

ATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

M - 13 SAYRE HIGHWAY, REGION X ALAY - CABANGLASAN ROAD SECTION 510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

RUCTION EQUIPMENT RENTAL RATES L EQUIPMENT GUIDEBOOK 2009, EDITION 24 (AS OF JANUARY 2013) LABOR (Php) 64.09 64.09 64.09 64.09 64.09 64.09 64.09

OPERATING COST/HOUR (Php/Hour) 305.04 391.00 204.64 393.93 228.95 93.75 187.50

64.09 64.09

64.09 64.09 64.09 64.09 Equip-13

45.45 167.38 65.00 148.00 490.00 115.00 537.75

ATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

M - 13 SAYRE HIGHWAY, REGION X ALAY - CABANGLASAN ROAD SECTION 510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

RUCTION EQUIPMENT RENTAL RATES L EQUIPMENT GUIDEBOOK 2009, EDITION 24 (AS OF JANUARY 2013) LABOR

OPERATING COST/HOUR (Php/Hour) 650.93

(Php)

64.09 64.09

Equip-14

245.43 223.03

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

ITEM NO.

CM001 CM002 CM003 CM004 CM006 CM007 CM008 CM009 CM010 CM011a CM011b CM012 CM013 CM015 CM016 CM017 CM018 CM019 CM021 CM022 CM023 CM024 CM026 CM027 CM028 CM029 CM030 CM031 CM032 CM033 CM034 CM035 CM041 CM042

Length = 11.819 Km

COST OF COMMERCIAL MATERIALS AT SITE (4th Quarter CMPD, CY 2013) BASIC DESCRIPTION UNIT PRICE (Pesos) Common Materials Portland Cement, 40 kgs. White Cement, 40 kgs. Hydraulic Cement Pozzolan Cement Steel Reinforcing Steel Deformed Bars, Grade 40 Reinforcing Steel Deformed Bars, Grade 60 Structural Steel G.I. Tie Wire, No. 16 Common Wire Nail LPG (50 kg) LPG (contents only) Oxygen (contents only) Acetylene (contents only) Acetylene/Oxygen (contents only) Welding Rod LPG (contents only) Reinforcing Steel Plain Bars, Grade 40 Reinforcing Steel Plain Bars, Grade 60 Fuel Diesel Gasoline, Premium Gasoline, Unleaded Motor Oil, Special Lumber Marine Plywood,(0.625mm x 1.20m x 2.44m) or (t = 1/4") Marine Plywood, (12.5mm or 1/2") Marine Plywood, (19.0mm or 3/4") Ordinary Plywood, (0.625mm or 1/4") Ordinary Plywood, (12.50mm or 1/2") Ordinary Plywood, (19.0mm or 3/4") Lumber (Yakal) Lumber (Apitong) Form Lumber ( Good Lumber ) Coco Lumber Aggregates Royalty for Quarries Fine Aggregates M-1

bag bag bag bag

250.00 260.00 250.00 230.00

kg kg Kg kg kg cyl kg kg kg set kg kg kg kg

60.00 65.00 70.00 55.00 70.00 3,386.50 83.00 65.00 98.00 3,450.00 120.00 70.00 61.00 66.00

liter liter liter liter

48.00 62.00 57.00 220.00

pc pc pc pc pc pc bd ft bd ft bd ft bd ft

375.00 710.00 1,250.00 330.00 650.00 980.00 85.00 55.00 45.00 15.00

cu.m. cu.m.

50.00 750.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Km

COST OF COMMERCIAL MATERIALS AT SITE (4th Quarter CMPD, CY 2013) BASIC ITEM NO. DESCRIPTION UNIT PRICE (Pesos) CM043 Coarse Aggregate cu.m. 485.00 CM044 Washed Sand cu.m. 600.00 CM045 Natural gravel cu.m. 700.00 CM046 Crushed Aggregate, (3/8") cu.m. 616.67 CM047 Crushed Aggregate, (3/4") cu.m. 800.00 CM048 Crushed Aggregate, (G-1") cu.m. 800.00 CM049 Lime bag 285.00 CHB CM051 CHB, Load Bearing, 4" x 8" x 16" pc 20.00 CM052 CHB, Load Bearing, 6" x 8" x 16" pc 24.00 Ready Mix Concrete CM056 Ready Mix Concrete, 3000 psi @ 28 days cu.m. 3,998.00 CM057 Ready Mix Concrete, 3500 psi @ 28 days cu.m. 4,288.00 CM058 Ready Mix Concrete, 4000 psi @ 28 days cu.m. 4,458.00 CM059 Ready Mix Concrete, 3500 psi @ 3 days cu.m. 4,918.00 CM060 Ready Mix Concrete, 3500 psi @ 7 days cu.m. 4,688.00 CM061 Concrete Admixtures Accelerating liter 110.00 CM062 Concrete Admixtures Retarding liter 45.00

RM066 RM067 RM068 RM069 RM070 RM071 RM072 RM073

Roadway Materials Rock, Class A Common Borrow Embankment Material Aggregate Sub-base Material Aggregate Base Material, Crushed Grading A Aggregate Surface Course Material, Crushed Grading A Filling Material, Mixed Sand and Gravel Aggregate Base Course, Filler Material Selected Borrow Material

cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m.

550.00 376.00 700.00 750.00 750.00 500.00 700.00

RM081 RM082 RM083 RM084 RM085 RM086

Asphalt Cutback Asphalt, MC-70 *(as of April, 2013) Emulsified Asphalt, SS-1**as of April, 2013) Asphalt Cement Penetration Grade 60-70*(as of April, 2013) Asphalt Concrete (Plant Mix) Hot Asphalt Cement Penetration Grade 40-50 Curing Compound

tonne tonne tonne tonne tonne liter

63,409.00 57,919.00 60,923.00 8,000.00 63,500.00 75.00

Sealants M-2

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Km

COST OF COMMERCIAL MATERIALS AT SITE (4th Quarter CMPD, CY 2013) BASIC ITEM NO. DESCRIPTION UNIT PRICE (Pesos) RM091 Premolded Expansion Joint Filler, 12mm sq.m. 1,800.00 RM092 Cork Expansion Joint Filler, 0.019m x 1.20m x 2.44m or (3/4" x 4' x 8') pc 770.00 RM093 Preformed Sponge Rubber pc 515.00 RM094 Preformed Cork Rubber pc 615.00 RM095 Asphalt Sealant, (Hard Asphalt) pail 2,500.00 RM096 Asphalt Sealant liter 125.00 Miscellaneous Roadway Materials Pre-Fab Concrete Products RM101 Pre Cast Concrete Curb RM102 Pre Cast Concrete Gutter RM103 Pre Cast Concrete Curb & Gutter

l.m. l.m. l.m.

720.00 710.00 1,430.00

Metal Beam Guardrails RM105 Metal Flex Beam Guardrails RM106 Metal Beam Guardrails, End Piece

l.m. pc

2,300.00 1,200.00

Pre-Fab Guardrails RM111 Guard Rail Post, Pre cast RM112 Guard Rail Post, GI pipe, 102mm x 16.40m or (4" x 5') RM113 Guard Rail Bolt, Nut & Washer 5/8mmØ x 9" (16 x 229mm)

pc pc pc

970.00 1,562.00 30.00

Fence RM116 Barbed Wire, 3 strands GA 12.5 RM117 Chain Link Fence , 2" (H = 6')

l.m. l.m.

20.00 88.00

pc pc pc pc pc

1,450.00 530.00 620.00 1,060.00 1,300.00

RM126 RM127 RM128 RM129 RM130

Other Roadway Pre-Fabs Concrete Kilometer Post Concrete Maintenance Marker Post Concrete Guide Post Right Of Way Monument Drainage Marker

M-3

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Km

COST OF COMMERCIAL MATERIALS AT SITE (4th Quarter CMPD, CY 2013) BASIC ITEM NO. DESCRIPTION UNIT PRICE (Pesos) Warning/Regulatory/Informatory Signs RM131 Warning Signs, 750mm, triangular pc 7,794.60 RM132 Warning Signs, 900mm, triangular pc 7,880.00 RM133 Warning Signs, Retangular, 20" x 30" pc 5,230.00 RM134 Warning Signs, Trapezoidal pc 7,804.84 RM141 Regulatory Signs, 600mm, Round pc 7,400.10 RM142 Regulatory Signs, 900mm, triangle pc 7,880.00 RM151 Informatory Signs, (24" x 72") pc 10,450.00 RM152 Informatory Signs, (36" x 72") pc 13,100.00 RM153 Informatory Signs, (42" x 72") pc 13,100.00 RM154 Informatory Signs, (48" x 72") pc 20,900.00 RM155 Informatory Signs, (90" x 60") pc 32,000.00 RM156 Informatory Signs, (32" x 59") 800mm x 1500mm pc 25,548.00 RM157 Informatory Signs, (59" x 40") 1500mm x 1000mm pc 21,796.90 RM171 Directional Signs, Chevron, (18" x 24") 450mm x 600mm pc 7,098.41 RM175 Painted G.I. Post, 3 x 3.2 n w/ nut and bolts/washer pc 4,500.00 Catcheye RM181 Reflective Stud Catcheye Flush Surface, 180mm x 140mm RM182 Reflective Stud Catcheye Raised Surface, 100mm x 100mm

RM201 RM202 RM203 RM204 RM205 RM206 RM207 RM208 RM209 RM210 RM211 RM212 RM213 RM214 RM215 RM216 RM217

Paints Latex Paint, Semi-Gloss Enamel Paint Paint, Reflectorized, (white) Paint, Reflectorized, (yellow) Reflectorized Thermoplastic Paint, (White) Reflectorized Thermoplastic Paint, (Yellow) Glass Beads Primer, white Primer, yellow Paint Red Lead Paint Metal Epoxy Paint Primer Solvent Paint Thinner Concrete Neutralizer Calsomine powder Flat Wall Enamel/ Choco brown Putty M-4

pc pc

750.00 750.00

gal gal bag bag sq.m. sq.m. bag liter liter gal gal gal gal liter kg gal. pc

655.00 585.00 600.00 650.00 477.78 477.78 800.00 160.00 175.00 520.00 655.00 670.00 230.00 95.00 100.00 550.00 125.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Km

COST OF COMMERCIAL MATERIALS AT SITE (4th Quarter CMPD, CY 2013) BASIC ITEM NO. DESCRIPTION UNIT PRICE (Pesos) RM218 Paint brush (1"-4") each 55.00 RM219 Roller brush each 85.00 RM220 Reflectorized Thermoplastic Paint, (Pedestrian) sq.m. 477.78 Other Miscellaneous RM226 Epoxy for Road Studs liter 600.00 RM227 Concrete Epoxy, (A & B) cu.m. 2.94 RM228 Polyethylene sheet ( plastic cover ) l.m. 40.00 RM229 Tarpulin sheet, ( 4' x 8') sq ft 50.00 RM230 Top Soil cu.m. 1,200.00 RM229 Fertilizer Organic bag 178.00 RM230 Sodding sq.m. 70.00 RM231 Tree, Mahogany pc 35.00 RM232 Tree, Narra pc 40.00

Structural Materials PCDG AASHTO SM001 SM002 SM011 SM012 SM013 SM014 SM015 SM016 SM017 SM018 SM019 SM020

Elastomeric Bearing Pads, Duro 60 Elastomeric Bearing Pad (500 x 500 x 50 Duro 60) Elastomeric Bearing Pad (600 x 300 x 50 Duro 60) Elastomeric Bearing Pad (600 x 600 x 50 Duro 60) Elastomeric Bearing Pad (250 x 700 x 50 Duro 60) Elastomeric Bearing Pad (350 x 350 x 30 Duro 60) Elastomeric Bearing Pad (350 x 350 x 50 Duro 60) Elastomeric Bearing Pad (400 x 500 x 50 Duro 60) Elastomeric Bearing Pad (400 x 700 x 50 Duro 60) Elastomeric Bearing Pad, 1 pc, 1 metal Elastomeric Bearing Pad, 1 pc, 2 metals

Formworks SM051 Steel Forms SM052 Steel Forms, (decking) SM053 Formworks ( Good Lumber ) M-5

each each each each each each each each pc pc

17,980.50 12,946.50 25,891.50 12,562.55 6,000.00 8,793.78 14,384.82 20,138.75 10,100.00 16,125.00

l.m. sq.m. sq.m.

40.00 850.00 550.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

ITEM NO.

COST OF COMMERCIAL MATERIALS AT SITE (4th Quarter CMPD, CY 2013) BASIC DESCRIPTION UNIT PRICE (Pesos) li 20.00 l.m. 28.00 l.m. 37.00 l.m. 43.00 l.m. 46.00 l.m. 52.00 l.m. 56.00

SM054 SM055 SM056 SM057 SM058 SM059 SM060

Formed Oil Steel Forms 15 cm Width Steel Forms 20 cm Width Steel Forms 23 cm Width Steel Forms 25 cm Width Steel Forms 28 cm Width Steel Forms 30 cm Width

SM201 SM205 SM206 SM207 SM208 SM209 SM210

Miscellaneous Structural 12.70mm dia. S.R. Wire Strands Bolts and Nuts, 5mm diameter Rope, (1" diameter) Silica Sand Super Mud Rust Converter/ Remover Bentonite

DM001 DM002 DM003 DM004 DM005 DM021 DM022 DM023 DM024 DM041 DM042 DM043 DM044 DM045

Length = 11.819 Km

Drainage Materials RCPC Class IV RCPC 1370mm dia. (54"), Class IV RCPC 1524mm dia. (60"), Class IV RCPC 910mm dia. (36"), Class IV RCPC 1070mm dia. (42"), Class IV RCPC 1220mm dia. (48"), Class IV PVC Pipes PVC Pipe 100mm ( 4") diameter x 3.0m PVC Pipe 150mm (6") diameter x 3.0m PVC Pipe 200mm (8") diameter x 3.0m PVC , 100 mm dia.(Weepholes) G.I. Pipe G.I. Pipe 3" (76mm) diameter, Schedule 40 G.I. Pipe 4" (102mm) diameter, Schedule 40 G.I. Pipe 5" (127mm) diameter, Schedule 40 G.I. Pipe 6" (152mm) diameter, Schedule 40 Premolded Expansion Joint Filler, 12 mm thk

Concrete Pipe DM061 Concrete Pipe, perforated 6" diameter, (150mm) M-6

kg pc l.m kg kg gal Bag

80.00 15.00 10.00 50.00 40.00 385.00 280.00

l.m. l.m. l.m. l.m. l.m.

5,800.00 6,500.00 2,800.00 3,500.00 4,600.00

l.m. l.m. l.m. l.m.

583.00 1,320.00 1,980.00 150.00

pc pc pc pc sq.m.

4,200.00 6,249.00 8,480.00 13,850.00 650.00

pc

260.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Km

COST OF COMMERCIAL MATERIALS AT SITE (4th Quarter CMPD, CY 2013) BASIC ITEM NO. DESCRIPTION UNIT PRICE (Pesos) DM062 Concrete Pipe, perforated 8" diameter, (200mm) pc 355.00 DM063 Concrete Pipe, perforated 12" diameter, (300mm) pc 445.00 Metal Grating DM071 Metal Grating

DM081 DM082 DM083 DM084 DM085 DM086 DM087 DM088 DM089 DM090 DM091 DM092

kg

Slope Protection Coco - net CGN 700 Grass Vetiver Coco - log / Fascine CGR 300 Geotextile, (Polyfelt TS50) Filter Cloth Erosion Control Net w/ calopognium for cover grass Gabion Wire; (2.0m x 1.0m x 1.0m), PVC Coated Mattress; (6.0m x 2.0m x 0.30m), PVC Coated Riprap, Class A Grouted Riprap, Class A Stone Masonry Hand-Laid Rock Embankment (0.015cu.m./pc)

90.00

sq.m. sq.m. l.m. sq.m. sq.m. sq.m. pc pc cu.m. cu.m. cu.m. cu.m.

210.00 70.00 485.00 160.00 280.00 200.00 2,225.00 4,600.00 920.00 920.00 920.00 920.00

sq.m.

280.00

Field Office Materials III. Masonry Works FO001 Concrete Louver Blocks Ceiling: FO002 Fiber Board (Hardiflex)/ Marine plywood Partition and Walling: FO006 Demountable Wall Partition ( 6mm plywood @ 0.60m. 50mm x 100mm studs E.W.) Purlins FO011 LC- 125mm x 50mm x 20mm x 5mm Stiffened Light Gage Channel Miscellaneous Works FO016 Sag Rods, 10mm diameter M-7

l.m.

1,717.00

l.m.

52.48

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Km

COST OF COMMERCIAL MATERIALS AT SITE (4th Quarter CMPD, CY 2013) BASIC ITEM NO. DESCRIPTION UNIT PRICE (Pesos) FO017 Cross bracings, 16mm diameter lot FO018 Gusset plates, base plates, angular plates each FO019 Bolts & Accessories each 100.00 FO020 Turn Buckle, 19mm each 190.00

FO021 FO022 FO023 FO024

V. Structural Steel Roof Truss 2L - 125 x 125 x 8mm 2L - 50 x 50 x 6mm L - 50 x 50 x 6mm L - 30 x 50 x 6mm (hanger)

FO031 FO032 FO033 FO034 FO035 FO036 FO037

Rafter & Roofing 2C - 125mm x 50mm x 8mm 0.50mm thk. Prepainted roofing sheet Aluminum foil insulation including accss. 0.70mm thk. G.I. ridge roll 0.70mm thk. G.I. gutter 0.70mm thk. G.I. flushing 1' x 12" fascia board

l.m. l.m. l.m. l.m.

l.m. sq.m. sq.m. l.m. l.m. l.m. bd.ft

Field Office Materials VI. Doors and Windows Doors FO051 D1 - Solid Wood Door Ga. 20,kiln dried size 2.10m x 0.90m, prepainted including jambs FO052 D2 - Hollow Core, size 2.10m x 0.80m including jambs FO053 D3 - Hollow Core, size 2.10m x 0.60m including jambs Windows , Glass Jalousie FO061 W1 - 2.1m x 1.5m glass jalousies; A= 3.15m2

988.99 420.00 148.50 190.00 190.00 190.00

set

1,250.00

set

700.00

set

890.00

sq.m. set M-8

2,197.76 659.33 329.66 263.73

790.00 2,488.50

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Km

COST OF COMMERCIAL MATERIALS AT SITE (4th Quarter CMPD, CY 2013) BASIC ITEM NO. DESCRIPTION UNIT PRICE (Pesos) FO062 W2 - 3.5m x 1.5m glass jalousies ; A= 5.25m2 set 4,147.50 FO063 W3 - 2.1m x 0.9m glass jalousies : A= 1.89m2 set 1,493.10 FO064 W4 - 0.78m x 0.4m glass jalousies ; A= 0.312m2 set 246.48 FO065 W5 - 0.6m x 1.5m glass jalousies; A= 0.90m2 set 711.00 FO066 Rebars (for grills, 16mm dia. Plain hor. kg. 95.00 bar @ 0.10m o.c.) FO067 Aluminum Casement sq.m 3,300.00 Hardwares FO071 Entrance Lockset set 981.00 FO072 Privacy Lockset set 1,000.00 Tiles FO081 Glazed Tiles FO082 Vinyl Tiles, 1/12" thick FO083 Portland Cement

FO101 FO102 FO103 FO104 FO105 FO106 FO107 FO108 FO109 FO110 FO111 FO112 FO113 FO114 FO115 FO116 FO117

VII. Plumbing and Sanitary Fixtures Water Closet, complete with fittings Lavatory, complete with fittings Kitchen Sink Floor Drain Paper Holder Mirror Faucet Clean Out Gate Valve Water Meter 25mm (1") dia. X 6m G.I. Pipe including fittings 12.5mm (1/2") dia. x 6m G.I. Pipe including fittings Shower Head including shower valve 100mm (4") dia.x 3.0m PVC including fittings 50mm (2") dia.x 3.0m PVC including fittings P - trap 50mm (2") dia PVC 150mm (6") dia x 3.0m PVC including fittings

IX. Electrical M-9

sq.m. sq.m. bag

700.00 420.00

set set set set set set set each each each each each set each each each each

4,500.00 4,800.00 1,900.00 150.00 755.00 800.00 165.00 59.00 265.00 1,300.00 921.00 165.00 850.00 683.00 1,500.00 80.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

ITEM NO.

FO131 FO132 FO133 FO134 FO135 FO136 FO137 FO138 FO139 FO140 FO141 FO142 FO143 FO144 FO145 FO146 FO147 FO148

Length = 11.819 Km

COST OF COMMERCIAL MATERIALS AT SITE (4th Quarter CMPD, CY 2013) BASIC DESCRIPTION UNIT PRICE (Pesos) Fixtures 50W, 220V Incandescent Lamp keyless porcelain receptacles 1-40W, 220V Flourescent Lighting Fixtures Duplex Convenient Outlet Heavy Duty Convenient Outlet Switches Automatic Circuit Breaker Distribution Panel Board Electrical Service Meter 3.50 sq.mm.,THW, Solid 5.50 sq.mm., THW, Solid Aircon Outlet with Automatic Circuit Breaker 15mm dia. PVC Electrical Pipe (3.0m long) 1/2" 25mm dia. PVC Electrical Pipe (3.0m long) 1" 8.0 sq.m. THW, solid Utility box with cover Junction box Electrical tape Solvent

set

50.00

set set set set set set set l.m. l.m. set each each l.m. each each roll can

1,275.00 170.00 367.00 132.00 1,350.00 1,627.00 2,500.00 24.00 38.00 1,000.00 73.00 128.00 40.00 32.00 34.00 31.00 200.00

FR001 Executive Table, KD Tanguile, dark brown non-gloss varnish, 75cm x 150cm, 3 drawers on one side and center drawers w/ locks and keys or equivalent

each

9,950.00

FR002 Office Table, KD Tanguile, dark brown non-gloss varnish, 60cm x 120cm, 3 drawers on one side and one center drawer, provided with locks and keys or equivalent

each

7,950.00

FR003 Executive swivel chairs on rollers, padded with back and armrest to match executive table

each

4,990.00

Schedule A - Furniture/ Fixtures, Equipment and Appliances for Field Office

M-10

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Km

COST OF COMMERCIAL MATERIALS AT SITE (4th Quarter CMPD, CY 2013) BASIC ITEM NO. DESCRIPTION UNIT PRICE (Pesos) FR004 Swivel chairs on rollers, padded with back and each 3,487.00 armrest to match office desk FR005 Stacking chair padded with backrest or equivalent

each

695.00

FR006 Conference Table, KD Tanguile, dark brown, non-gloss varnish, 140cm x 240cm x 32cm deep with shelves or equivalent

each

26,965.00

FR007 Laboratory Working Table, KD Tanguile dark brown non gloss varnish 120cm. X 240cm. Formica top with aluminum edging, solid wood legs and frames or equivalent

each

5,988.00

FR008 Bookshelf, KD Tanguile, dark brown non-gloss varnish 120cm x 240cm with 5 shelves, 32cm deep or equivalent

each

3,486.00

FR009 Steel filing cabinet, 4 drawers, fire resistant, with lock and keys

each

13,450.00

FR010 Electronic Calculator, Scientific with at least 12-digit display

each

1,500.00

FR011 Office Copier machine, plain paper, capable of accomodating A3 size paper with reduction and enlarging function

unit

105,000.00

FR012 Air Conditioner (Window Type), 0.75 HP, 220V AC

unit

15,000.00

Schedule A - Furniture/ Fixtures, Equipment and Appliances for Field Office

M-11

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

ITEM NO.

Length = 11.819 Km

COST OF COMMERCIAL MATERIALS AT SITE (4th Quarter CMPD, CY 2013) BASIC DESCRIPTION UNIT PRICE (Pesos)

FR013 Air Conditioning unit, window type with timer complete with standard accessories 1.0hp which will operate on 220V AC

unit

17,000.00

FR014 HB Scanner for A3 size including scan software with SCSI Card or USB Connector ( Latest Model)

unit

15,000.00

FR015 LAN Hub Port for 10 Base - T cable with 4 ports min

unit

2,000.00

FR016 Intercore i5-2500 k-3.3.ghz(latest model), Intel boards USB Ports, 8 GB RAM Memory, 320 GB SATA 7200 rpm hard disk drive, UPS with AVR (A.P.C.) DVD/CD-RW Combo drive, 17/15" flat screen color monitor, midtower casing with 300-W P.S. dust cover. PS2 keyboard & Optical wheel mouse. ALTEC Lansing Speaker with surround and Sub (latest model) modem riser card. Fast Internet Land card, 10 base - T LAN Twist-Pair Straight Cable 10m length with connectors

set

35,000.00

FR017 Laptop Computer (mid-range)

unit

40,000.00

FR018 FR019 FR020 FR021 FR022

unit unit unit each unit

25,000.00 15,000.00 6,000.00 2,500.00 1,990.00

Portable Projector with 3000 ANSI Lumens or equivalent Color Printer, A4 - A3 size paper capacity Laser Jet Printer Standard Computer Table with swivel chair Magnetic Whiteboard, 1.50 m x 1.O m on roller stand usable both side

Schedule A - Furniture/ Fixtures, Equipment and Appliances for Field Office M-12

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Km

COST OF COMMERCIAL MATERIALS AT SITE (4th Quarter CMPD, CY 2013) BASIC ITEM NO. DESCRIPTION UNIT PRICE (Pesos) FR023 Digital Camera, 10.0 mega pixels, zoom lens unit 10,000.00 FR024 Electric Stand Fan, 16" dia blade set 1,800.00 FR025 Fire Extinguisher, 10lbs. each 2,490.00 FR026 Wall Clock each 300.00 FR027 Stapler, Heavy Duty (125/24) each 75.00 FR028 Three hole puncher each 600.00 FR029 Exhaust fan (window type) each 1,199.00 FR030 Manual Binding Machine each 20,000.00 Schedule B - Furnitures/ Fixtures, Equipment and Appliances for the Living Quarter FR031 Single bed, 187cm long by 90 cm wide with 10cm thick foam rubber mattress or equivalent

each

4,995.00

FR032 Dining table for 6 persons, KD Tanguile, dark brown, non - gloss varnish with 6mm thick glass top or equivalent

unit

11,990.00

FR033 Chairs with backrest, KD Tanguile, dark brown, non - gloss varnish or equivalent

each

695.00

FR034 Long sofa with padded arm and backrest synthetic leather upholstery or equivalent

each

24,900.00

FR035 Sofa lounge chairs, with padded arm and backrest synthetic leather upholstery or equivalent

each

40,000.00

FR036 Cupboard, KD Tanguile, 122 cm wide by 32 cm deep with 5 shelves and panel doors with locks and keys, painted or equivalent

each

3,490.00

FR037 Air-conditioning unit, window type 0.75hp

unit

15,000.00

FR038 Air-conditioning unit, window type 1.0hp which will operate on 220V cycle

unit

17,000.00

Schedule B - Furnitures/ Fixtures, Equipment and Appliances for the Living Quarter

M-13

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Km

COST OF COMMERCIAL MATERIALS AT SITE (4th Quarter CMPD, CY 2013) BASIC DESCRIPTION UNIT PRICE (Pesos)

ITEM NO.

FR039 FR040 FR041 FR042 FR043

Refrigerator, 10 cu.ft. Colored , TV 21" DVD Player, Washing Machine, fully automatic with dryer Gas Range with two(2) burner complete with hose, regulator and LPG tank FR044 Electric Stand Fan, 16" diameter blade FR045 Fire Extinguisher, 10 lbs. FR046 Wall Clock

each set unit each unit

17,980.00 14,975.00 2,990.00 10,000.00 11,990.00

set each each

1,792.00 2,490.00 300.00

each set each each each each each l.s.

1,500.00 495.00 645.00 4,490.00 845.00 948.00 595.00 1,200.00 15,000.00

each each

3,000.00 2,000.00

each each

75.00 23.00

Schedule B - Furnitures/ Fixtures, Equipment and Appliances for the Living Quarter FR047 Electric Air Pot, 3.5 liter capacity FR048 Electric flat iron with temperature control and foldable ironing table with pad FR049 Hot & Cold Water Dispenser FR050 Rice Cooker, 10 cups capacity FR051 Pressure cooker, 3.0 liter cap. FR052 Electric Bread Toaster FR053 Exhaust fan (window type) FR054 Set of kitchen ware for at least 10 persons consisting of the following: spoons, forks, knives, cups & saucers, serving plates, place mats, ash trays, rice plates, pitchers, kitchen knives, bolos, casserole, frying pan, chopping board, kettle & canister FR055 Two (2) Burner Gas Stove and regulator FR056 LPG Tank, 11kgs and contents a.) Office Supplies (to be provided only on the 1st month) OS001 Stapler No. 35 OS002 Staple wire remover M-14

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Km

COST OF COMMERCIAL MATERIALS AT SITE (4th Quarter CMPD, CY 2013) BASIC ITEM NO. DESCRIPTION UNIT PRICE (Pesos) OS003 Two(2) hole puncher each 485.00 OS004 Tape Dispenser each 148.00 OS005 Triangle, 30 x 60 x 14" each 198.00 OS006 Triangle, 45 x 45 x 14" each 198.00 OS007 Protractor, 360 x 18" dia. each 30.00 OS008 Triangular Scale, Metric each 382.00 OS009 Incoming/ Outgoing Table Tray each 448.00 OS010 Waste paper bin each 35.00 OS011 Pencil Sharpener (table top) each 495.00 OS012 Steel Ruler, 36 inches each 420.00 OS013 Pair of Scissors, 190mm each 148.00 OS014 First Aid Kit each 1,500.00 OS015 Stamp Pad with ink set 148.00 OS016 Complete set of Technical Pen w/ box. 0.1 - 0.2 set 3,495.00 OS017 Field Book pc. 85.00 OS018 Record Book (100 Leaves) pc. 100.00 OS019 Mechanical Pencil 0.5mm each 180.00 OS020 T-Square, 90cm long each 515.00 OS021 Heavy Duty Cutter each 35.00 OS022 Bulletin/Cork Board , 2' x 3' each 495.00 OS023 Toner (Laser Printer) each 3,500.00 OS024 Cartridge (computer printer/ink), colored each 1,500.00 OS025 Cartridge (computer printer/ink), black & white each 1,195.00 OS026 CD, Rewritable each 20.00 OS027 Memory chips for digital camera each 3,000.00 OS028 USB, 4G each 300.00 OS029 Steel Measuring Tape, 5m each 150.00

a.) Office Supplies (to be provided only on the 1st month) OS051 Bond Paper, A4 size OS052 Copy paper, A3 size

ream ream M-15

250.00 998.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

ITEM NO. OS053 OS054 OS055 OS056

Yellow Pad Paper Ballpen Sign Pen Eraser, Steadler

Length = 11.819 Km

COST OF COMMERCIAL MATERIALS AT SITE (4th Quarter CMPD, CY 2013) BASIC DESCRIPTION UNIT PRICE (Pesos) pad 35.00 each 10.00 each 40.00 each 250.00

b.) Office Supplies (monthly) OS057 OS058 OS059 OS060 OS061 OS062 OS063 OS064 OS065 OS066 OS067 OS068 OS069 OS070 OS071 OS072 OS073 OS074 OS075 OS076 OS077 OS078 OS079 OS080 OS081 OS082

Correction Fluid Scotch Tape 19mm x 60mm Masking Tape 19mm Field Book Photo Album Staple wire, 5000pcs per box, std size Paper clip, 100pcs per box, 33mm Brown Envelope, Long Brown Envelope, Short Expanding Envelope, Long Letter Envelope, White, long Letter Envelope, Brown Folder, Long Folder, Short Fastener Ink Eraser Pencil Lead, 0.5mm 2B, HB, F Cross - Section Paper Tracing Paper Colored Pencil, 12's Marker, (stabilo) Paper Glue Yellow Pad Paper Pentel Pen Assrtd Color White Board Marker Asstd Color Magic Tape, 19mm

each roll roll pc. each box box pc. pc. pc. pc. pc. pc. pc. box pc. tube roll roll set pc. bot. pad pc. pc. pc.

37.00 35.00 35.00 85.00 200.00 45.00 30.00 3.08 2.50 20.00 2.00 2.00 6.50 5.67 58.00 250.00 20.00 3,498.00 1,195.00 240.00 35.00 50.00 30.00 35.00 50.00 75.00

roll each pc

15.00 148.00 35.00

c.) Consumable Items for Field Office (Monthly) OS151 Toilet Paper, 2-ply OS152 Insect Spray (Aerosol), 100ml OS153 Toilet Deodorant M-16

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Km

COST OF COMMERCIAL MATERIALS AT SITE (4th Quarter CMPD, CY 2013) BASIC ITEM NO. DESCRIPTION UNIT PRICE (Pesos) OS154 Incandescent Bulb, 60 - 100W each 60.00 OS155 Flourescent Tube, 20 - 40W each 145.00 OS156 Toilet Soap, family size each 33.17 OS157 Floor Mop Rug each 148.00 OS158 Replenishment of First Aid Kit lot 1,500.00 OS159 Rubbing Alcohol each 85.00 OS160 Floor Polisher (wax) each 548.00 OS161 Dutch cleanser bot. 95.00

d.) Laboratory Consumable Stores (Monthly) LQ001 LQ002 LQ003 LQ004 LQ005 LQ006 LQ007 LQ008

Sodium Hydroxide Solution Capping Compound Sodium Sulphate Calcium Carbide Reagent Sand Equivalent Stock Solution Distilled Water,1500ml Powder soap, family size Plastic Bags, 8" x 14" size 0.00035 substance

GM kg GM GM ML bot. box each

50.00 130.00 50.00 50.00 90.00 60.00 148.00 10.00

LQ026 LQ027 LQ028 LQ029

a.) Living Quarter Polyester pillows, 30cm x 60cm x 15cm Pillow Cases, 40cm x 80cm Bed Sheets, Cotton, 150cm x 200cm Blankets, cotton, 160cm x 200cm

pc pc each each

247.00 72.00 198.00 300.00

each each each gal

22.00 148.00 148.00 12.00

b.) Consumable Items for Living Quarters (Monthly) LQ051 LQ052 LQ053 LQ054

Laundry Soap Bar Dust Pan Broom Purified Water, ( 5 gals. Cap.) M-17

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Km

COST OF COMMERCIAL MATERIALS AT SITE (4th Quarter CMPD, CY 2013) BASIC DESCRIPTION UNIT PRICE (Pesos)

ITEM NO.

Equipment: Latest model of cellular mobile phone, Tri-band complete with accessories including adaptor for AC and DC battery charging

ea.

I. Soil Testing Equipment a.) Gradation SE001 3" - 8" dia. Brass Sieve SE002 2" - 8" dia. Brass Sieve

each each M-18

2,090.91 2,090.91

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Km

COST OF COMMERCIAL MATERIALS AT SITE (4th Quarter CMPD, CY 2013) BASIC ITEM NO. DESCRIPTION UNIT PRICE (Pesos) SE003 1 1/2" - 8" dia. Brass Sieve each 2,090.91 SE004 1" - 8" dia. Brass Sieve each 2,090.91 SE005 3/4" - 8" dia. Brass Sieve each 2,090.91 SE006 1/2" - 8" dia. Brass Sieve each 2,090.91 SE007 3/8" - 8" dia. Brass Sieve each 2,090.91 SE008 #4 - 8" dia. Brass Sieve each 2,090.91 SE009 #10 - 8" dia. Brass Sieve each 2,181.82 SE010 #12 - 8" dia. Brass Sieve each 2,181.82 SE011 #40 - 8" dia. Brass Sieve each 2,181.82 SE012 #200 - 8" dia. Brass Sieve each 3,000.00 SE013 Brass Pan and Cover 2" x 8" diameter each 1,636.36 SE014 Brass Cover with ring each 954.55 SE015 Galvanized Steel Pan, 24" x 24" x 3" each 1,181.82 SE016 Vol. Flask with Top, 500ml. each 3,933.64 SE017 Hand Operated Sieve Shaker each 7,000.00 SE018 Wash Bottle, 1000ml each 590.91 SE019 Triple Balance, 2610 gms., 0.10grams each 5,090.91 sensitivity SE020 Drying Pans - 12" x 12" x 3" each 560.91 SE021 Sieve Brushes each 272.73 SE022 Hard Bristle Brushes each 50.00 SE023 Paint Brush - 2.5" each 54.55

b.) Atterberg Limits SE024 SE025 SE026 SE027 SE028 SE029 SE030 SE031

Liquid Limit Set Device with Counter 22-T0030/F Controls Grooving Tool, Brass For Liquid Limit Local Plastic Limit Set SO10 R.M.U. Balance, 0.01 gram sensitivity 311 grms cap Evaporating Dish, 5" dia (aluminum) Moisture Can, 3 oz. Graduated Cylinder (Glass) 100ml Spatula, stainless 4" Local

c.) Moisture Density Relation SE032 Compaction Mold, 4" dia., 1/30 cu.ft. with collar and base plate SE033 Compaction Rammer, 5.5 lb x 12" drop M-19

set pc set each each pc pc pc

12,363.64 1,090.91 1,090.91 13,545.45 127.27 18.18 327.27 90.91

each

909.09

each

909.09

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Km

COST OF COMMERCIAL MATERIALS AT SITE (4th Quarter CMPD, CY 2013) BASIC ITEM NO. DESCRIPTION UNIT PRICE (Pesos) SE034 Compaction Mold, 6" dia., 1/13.33 cu.ft. each 1,500.00 with collar and base plate SE035 Compaction Hammer, 10lbs x 18" drop each 1,181.82 SE036 Steel Straight Edge, 12" x 1 1/2 x 1/8" each 254.55 SE037 Mixing Trowel, 2.5" x 4.5" blade each 90.91 SE038 Spatula, 4 inches each 90.91 SE039 Trimming Knife each 54.55 SE040 Heavy Duty Solution Balance, 20kg capacity unit 52,727.27 SE041 Moisture Can, 3 ounce, 12pcs@P20/pc pc 18.18 SE042 Pan Mixing Gal. 18" x 18" x 3" pc 909.09 SE043 Pan Mixing Gal. 24" x 18" x 3" pc 1,181.82

unit

104,545.45

SE045 SE046 SE047 SE048 SE049 SE050 SE051 SE052 SE053 SE054

d. Laboratory CBR Items included per set: Mechanical Loading Press, 45KN capacity with metric dial reading to 0.025mm CBR Mold, 6" dia x 7" with colar and base plate, Slotted Surcharge Weight, 5# Annular Surcharge Weight, 5# Cutting Edge,6" Spacer Disk, 5-7/8" Swell Plate, Brass, Dial Indicator Reading to 0-10mm x 0.01mm Swell Dial Indicator Tripod Attachment Filter Paper, 15 cm. Box of 100

each each each each each each each each each pack

1,590.91 1,181.82 1,181.82 527.27 1,681.82 2,727.27 2,909.09 4,385.91 636.36 2,090.91

SE055 SE056 SE057 SE058 SE059 SE060 SE061 SE062 SE063

e.) Field Density Sand Cone w/ plate Replacement Jug, plastic Soil Density Gauge Non-Nuclear Plastic bags, 8" x 14" Sampling Spoon Plastic Bags, 8" x 14" x 0.0035 Field Can, 1 Galloon Steel Chisel, 10" long Ball Hammer

pair pcs unit pcs each pcs pcs each each

3,909.09 818.18 772,727.27 9.09 118.18 0.45 54.55 209.09 109.09

SE044

M-20

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

ITEM NO.

Length = 11.819 Km

COST OF COMMERCIAL MATERIALS AT SITE (4th Quarter CMPD, CY 2013) BASIC DESCRIPTION UNIT PRICE (Pesos)

SE064 SE065 SE066 SE067

e.) Field Density Sand Scoop Speedy Moisture Tester with Reagents Absorbent Reagent/Calcium Carbide for Speedy Moisture Solution Balance, 20kg capacity, 1.0gram

each unit bottle each

272.73 81,818.18 363.64 38,909.09

SE068 SE069 SE070 SE071 SE072 SE073 SE074 SE075 SE076 SE077 SE078 SE079 SE080 SE081 SE082 SE083 SE084 SE085 SE086

III. Concrete Testing Equipment #4 - 8" dia. Brass Sieve #8 - 8" dia. Brass Sieve #16 - 8" dia. Brass Sieve #30 - 8" dia. Brass Sieve #50 - 8" dia. Brass Sieve #100 - 8" dia. Brass Sieve Compression Machine, 1500KN cap w/ Flexural attachment Flexural Machine Sample Splitter, 2 1/2" Opening Cylinder Mold, 6" x 12" Flexural Mold, 6" x 6" x 24" Slump Cone and Base with Graduated Tamping Rod, 16mm diameter Mixing Pan, 24" x 24" x 3" Cement Trowel Concrete Airmeter Specimen Cutting Machine 4-6" diameter Vicat Apparatus Gilmore Needle

each each each each each each unit unit unit each each set each each each set each each each

2,090.91 2,181.82 2,181.82 2,181.82 2,181.82 2,181.82 495,454.55 22,272.73 5,000.00 1,272.73 1,636.36 1,454.55 278.34 1,181.82 90.91 9,863.64 77,530.30 7,743.94 7,727.27

SE087 SE088 SE089 SE090 SE091

IV. Asphalt Testing Equipment Centrifuge Extractor (w/ Filter Disk Pack of 50), 1500gms Mold Compaction (Stability) 4" Hammer Compaction (Stability) 10lbs Water Bath (Digital) Controls Thermometer Stem 0-200 °C

unit each each each each

132,727.27 1,136.36 3,500.00 52,181.82 2,545.45

M-21

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Km

COST OF COMMERCIAL MATERIALS AT SITE (4th Quarter CMPD, CY 2013) BASIC ITEM NO. DESCRIPTION UNIT PRICE (Pesos) SE092 Filter Paper (Pack of 100) for 1500gms cap, Centrifuge each 2,090.91 SE093 Mixing Bowl, Aluminum each 127.27 SE094 Spatula (Stainless), 4" each 90.91 SE095 Spoon Sampling (Stainless) each 118.18 SE096 Gloves (Asbestos) each 363.64 SE097 Core Drilling Machine 4"-6" diameter Petrol each 47,272.73 SE098 Coring Bit 6" Dia., 15" Ht. each 26,818.18 SE099 Ejector Sample 4" and 6" each 7,000.00

SE100 SE101 SE102 SE103 SE104 SE105 SE106 SE107 SE108 SE109 SE110 SE111 SE112 SE113 SE114 SE115

V. Miscellaneous Equipment & Items Laboratory Oven, Drying, 53L Cap Gas Stove, 2 Burners, Standard Graduated Cylinder, 25ml Hot Plate, 12" x 24" x 220V Vertical Capping Set (Base/Retainer) 6" Stanley Steel Tape, 5m Pipe Wrench, 500mm Trowel, 150mm blade Steel Straight Edge, Stainless 12"long Stainless Steel Mixing Bowl, 5 lit. capacity Plastic Buckets Shovel, Oblong w/ Wooden Handle Paint Brush, 2.5" wide Rubber Mallet, 15cm diameter Scoop, Square Mouth, Cast Aluminum, 76 x 20cm dia Hard Bristle Broom with handle

IV. Publications, ( Photo Copies ) SE116 Part I AASHTO Specifications, Latest Edition SE117 Part II AASHTO Tests, Latest Edition

M-22

unit each each each each each each each each each each each each each each each

50,000.00 1,727.27 200.00 7,272.73 2,363.64 318.18 290.91 323.03 254.55 560.91 90.91 272.73 40.91 127.27 685.61 390.91

each each

18,181.82 2,272.73

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

ITEM NO.

SG001 SG002 SG003 SG004 SG005 SG006 SG007 SG008 SG009 SG010 SG011 SG012 SG013 SG014 SG015 SG016 SG017 SG018 SG019 SG020

Length = 11.819 Km

COST OF COMMERCIAL MATERIALS AT SITE (4th Quarter CMPD, CY 2013) BASIC DESCRIPTION UNIT PRICE (Pesos)

Safety Gadgets Hard Hat, Blue Eagle Pin Lock Type Hard Hat, Blue Eagle Ratchet Type Hard Hat, Class CG&E Hard Hat, Ordinary w/ Chin Strap Safety Shoes, Panoply, Goult Low Cut Safety Shoes, Panoply, Jets1p Low Cut Safety Shoes, Panoply, Gargas Hi Cut Safety Shoes, Panoply, Jumper Hi Cut Safety Gloves, nitrile & cut resistant Safety Gloves, Ordinary Rain Coats Jacket and Pants Yellow, med&Large Rain Coats Jacket and Pants Yellow, xLarge Rain Coats Jacket and Pants Yellow, xxLarge Rain Coats Jacket and Pants Yellow, xxxLarge Rain Coats Poncho Yellow & Green Dust Mask Rubber Boots Eye Goggles, Fox Ear Plugs High Visibility Vest

M-23

pc pc pc pc pc pc pc pc pair pair pair pair pair pair pair pc pair pair pc pc

265.00 450.00 700.00 267.00 1,700.00 1,400.00 1,900.00 1,600.00 380.00 39.00 650.00 680.00 725.00 780.00 485.00 50.00 400.00 150.00 180.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

ITEM NO.

Length = 11.819 Km

COST OF COMMERCIAL MATERIALS AT SITE (4th Quarter CMPD, CY 2013) BASIC DESCRIPTION UNIT PRICE (Pesos)

M-24

NAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

3 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

MATERIALS AT SITE (4th Quarter CMPD, CY 2013) HAULING COST (Pesos)

TOTAL COST (Pesos)

0.00 0.00 0.00 0.00

250.00 260.00 250.00 230.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

60.00 65.00 70.00 55.00 70.00 3,386.50 83.00 65.00 98.00 3,450.00 120.00 70.00 61.00 66.00

0.00 0.00 0.00 0.00

48.00 62.00 57.00 220.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

375.00 710.00 1,250.00 330.00 650.00 980.00 85.00 55.00 45.00 15.00

0.00 0.00

50.00 750.00 M-25

NAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

3 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

MATERIALS AT SITE (4th Quarter CMPD, CY 2013) HAULING COST (Pesos) 0.00 0.00 0.00 0.00 0.00 0.00 0.00

TOTAL COST (Pesos) 485.00 600.00 700.00 616.67 800.00 800.00 285.00

0.00 1.00

20.00 25.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00

3,998.00 4,288.00 4,458.00 4,918.00 4,688.00 110.00 45.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

550.00 376.00 700.00 750.00 750.00 500.00 700.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00

63,409.00 57,919.00 60,923.00 8,000.00 63,500.00 75.00

M-26

NAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

3 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

MATERIALS AT SITE (4th Quarter CMPD, CY 2013) HAULING COST (Pesos) 0.00 0.00 0.00 0.00 0.00 0.00

TOTAL COST (Pesos) 1,800.00 770.00 515.00 615.00 2,500.00 125.00

0.00 0.00 0.00

720.00 710.00 1,430.00

0.00 0.00

2,300.00 1,200.00

0.00 0.00 0.00

970.00 1,562.00 30.00

0.00 0.00

20.00 88.00

0.00 0.00 0.00 0.00 0.00

1,450.00 530.00 620.00 1,060.00 1,300.00

M-27

NAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

3 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

MATERIALS AT SITE (4th Quarter CMPD, CY 2013) HAULING COST (Pesos)

TOTAL COST (Pesos)

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

7,794.60 7,880.00 5,230.00 7,804.84 7,400.10 7,880.00 10,450.00 13,100.00 13,100.00 20,900.00 32,000.00 25,548.00 21,796.90 7,098.41 4,500.00

0.00 0.00

750.00 750.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

655.00 585.00 600.00 650.00 477.78 477.78 800.00 160.00 175.00 520.00 655.00 670.00 230.00 95.00 100.00 550.00 125.00 M-28

NAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

3 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

MATERIALS AT SITE (4th Quarter CMPD, CY 2013) HAULING COST (Pesos) 0.00 0.00 0.00

TOTAL COST (Pesos) 55.00 85.00 477.78

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

600.00 2.94 40.00 50.00 1,200.00 178.00 70.00 35.00 40.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

17,980.50 12,946.50 25,891.50 12,562.55 6,000.00 8,793.78 14,384.82 20,138.75 10,100.00 16,125.00

0.00 0.00 0.00

40.00 850.00 550.00 M-29

NAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

3 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

MATERIALS AT SITE (4th Quarter CMPD, CY 2013) HAULING COST (Pesos) 0.00 0.00 0.00 0.00 0.00 0.00 0.00

TOTAL COST (Pesos) 20.00 28.00 37.00 43.00 46.00 52.00 56.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00

80.00 15.00 10.00 50.00 40.00 385.00 280.00

0.00 0.00 0.00 0.00 0.00

5,800.00 6,500.00 2,800.00 3,500.00 4,600.00

0.00 0.00 0.00 0.00

583.00 1,320.00 1,980.00 150.00

0.00 0.00 0.00 0.00 0.00

4,200.00 6,249.00 8,480.00 13,850.00 650.00

0.00

260.00 M-30

NAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

3 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

MATERIALS AT SITE (4th Quarter CMPD, CY 2013) HAULING COST (Pesos) 0.00 0.00

TOTAL COST (Pesos) 355.00 445.00

0.00

90.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

210.00 70.00 485.00 160.00 280.00 200.00 2,225.00 4,600.00 920.00 920.00 920.00 920.00

0.00

280.00

0.00

1,717.00

0.00

52.48 M-31

NAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

3 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

MATERIALS AT SITE (4th Quarter CMPD, CY 2013) HAULING COST (Pesos) 0.00 0.00 0.00 0.00

TOTAL COST (Pesos) 0.00 0.00 100.00 190.00

0.00 0.00 0.00 0.00

2,197.76 659.33 329.66 263.73

0.00 0.00 0.00 0.00 0.00 0.00 0.00

988.99 420.00 148.50 190.00 190.00 190.00 0.00

0.00

1,250.00

0.00

700.00

0.00

890.00

0.00 0.00

790.00 2,488.50 M-32

NAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

3 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

MATERIALS AT SITE (4th Quarter CMPD, CY 2013) HAULING COST (Pesos) 0.00 0.00 0.00 0.00 0.00

TOTAL COST (Pesos) 4,147.50 1,493.10 246.48 711.00 95.00

0.00

3,300.00

0.00 0.00

981.00 1,000.00

0.00 0.00 0.00

700.00 420.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4,500.00 4,800.00 1,900.00 150.00 755.00 800.00 165.00 59.00 265.00 1,300.00 921.00 165.00 850.00 683.00 1,500.00 80.00 0.00

M-33

NAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

3 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

MATERIALS AT SITE (4th Quarter CMPD, CY 2013) HAULING COST (Pesos)

TOTAL COST (Pesos)

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

50.00 0.00 1,275.00 170.00 367.00 132.00 1,350.00 1,627.00 2,500.00 24.00 38.00 1,000.00 73.00 128.00 40.00 32.00 34.00 31.00 200.00

0.00

9,950.00

0.00

7,950.00

0.00

4,990.00

M-34

NAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

3 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

MATERIALS AT SITE (4th Quarter CMPD, CY 2013) HAULING COST (Pesos) 0.00

TOTAL COST (Pesos) 3,487.00

0.00

695.00

0.00

26,965.00

0.00

5,988.00

0.00

3,486.00

0.00

13,450.00

0.00

1,500.00

0.00

105,000.00

0.00

15,000.00 M-35

NAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

3 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

MATERIALS AT SITE (4th Quarter CMPD, CY 2013) HAULING COST (Pesos)

TOTAL COST (Pesos)

0.00

17,000.00

0.00

15,000.00

0.00

2,000.00

0.00

35,000.00

0.00

40,000.00

0.00 0.00 0.00 0.00 0.00 0.00

25,000.00 15,000.00 6,000.00 2,500.00 1,990.00 0.00

M-36

NAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

3 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

MATERIALS AT SITE (4th Quarter CMPD, CY 2013) HAULING COST (Pesos) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

TOTAL COST (Pesos) 10,000.00 1,800.00 2,490.00 300.00 75.00 600.00 1,199.00 20,000.00

0.00

4,995.00

0.00

11,990.00

0.00

695.00

0.00

24,900.00

0.00

40,000.00

0.00

3,490.00

0.00

15,000.00

0.00

17,000.00 M-37

NAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

3 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

MATERIALS AT SITE (4th Quarter CMPD, CY 2013) HAULING COST (Pesos)

TOTAL COST (Pesos)

0.00 0.00 0.00 0.00 0.00

17,980.00 14,975.00 2,990.00 10,000.00 11,990.00

0.00 0.00 0.00

1,792.00 2,490.00 300.00

0.00 0.00

1,500.00 495.00

0.00 0.00 0.00 0.00 0.00 0.00

4,490.00 845.00 948.00 595.00 1,200.00 15,000.00

0.00 0.00

3,000.00 2,000.00

0.00 0.00

75.00 23.00 M-38

NAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

3 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

MATERIALS AT SITE (4th Quarter CMPD, CY 2013) HAULING COST (Pesos) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

TOTAL COST (Pesos) 485.00 148.00 198.00 198.00 30.00 382.00 448.00 35.00 495.00 420.00 148.00 1,500.00 148.00 3,495.00 85.00 100.00 180.00 515.00 35.00 495.00 3,500.00 1,500.00 1,195.00 20.00 3,000.00 300.00 150.00

0.00 0.00

250.00 998.00 M-39

NAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

3 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

MATERIALS AT SITE (4th Quarter CMPD, CY 2013) HAULING COST (Pesos) 0.00 0.00 0.00 0.00

TOTAL COST (Pesos) 35.00 10.00 40.00 250.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

37.00 35.00 35.00 85.00 200.00 45.00 30.00 3.08 2.50 20.00 2.00 2.00 6.50 5.67 58.00 250.00 20.00 3,498.00 1,195.00 240.00 35.00 50.00 30.00 35.00 50.00 75.00

0.00 0.00 0.00

15.00 148.00 35.00 M-40

NAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

3 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

MATERIALS AT SITE (4th Quarter CMPD, CY 2013) HAULING COST (Pesos) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

TOTAL COST (Pesos) 60.00 145.00 33.17 148.00 1,500.00 85.00 548.00 95.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

50.00 130.00 50.00 50.00 90.00 60.00 148.00 10.00

0.00 0.00 0.00 0.00

247.00 72.00 198.00 300.00

0.00 0.00 0.00 0.00

22.00 148.00 148.00 12.00 M-41

NAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

3 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

MATERIALS AT SITE (4th Quarter CMPD, CY 2013) HAULING COST (Pesos)

TOTAL COST (Pesos)

0.00

0.00

0.00 0.00

2,090.91 2,090.91 M-42

NAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

3 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

MATERIALS AT SITE (4th Quarter CMPD, CY 2013) HAULING COST (Pesos) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

TOTAL COST (Pesos) 2,090.91 2,090.91 2,090.91 2,090.91 2,090.91 2,090.91 2,181.82 2,181.82 2,181.82 3,000.00 1,636.36 954.55 1,181.82 3,933.64 7,000.00 590.91 5,090.91

0.00 0.00 0.00 0.00

560.91 272.73 50.00 54.55

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

12,363.64 1,090.91 1,090.91 13,545.45 127.27 18.18 327.27 90.91

0.00

909.09

0.00

909.09 M-43

NAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

3 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

MATERIALS AT SITE (4th Quarter CMPD, CY 2013) HAULING COST (Pesos) 0.00

TOTAL COST (Pesos) 1,500.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1,181.82 254.55 90.91 90.91 54.55 52,727.27 18.18 909.09 1,181.82

0.00

104,545.45

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1,590.91 1,181.82 1,181.82 527.27 1,681.82 2,727.27 2,909.09 4,385.91 636.36 2,090.91

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3,909.09 818.18 772,727.27 9.09 118.18 0.45 54.55 209.09 109.09 M-44

NAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

3 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

MATERIALS AT SITE (4th Quarter CMPD, CY 2013) HAULING COST (Pesos)

TOTAL COST (Pesos)

0.00 0.00 0.00 0.00

272.73 81,818.18 363.64 38,909.09

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2,090.91 2,181.82 2,181.82 2,181.82 2,181.82 2,181.82 495,454.55 22,272.73 5,000.00 1,272.73 1,636.36 1,454.55 278.34 1,181.82 90.91 9,863.64 77,530.30 7,743.94 7,727.27

0.00 0.00 0.00 0.00 0.00

132,727.27 1,136.36 3,500.00 52,181.82 2,545.45 M-45

NAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

3 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

MATERIALS AT SITE (4th Quarter CMPD, CY 2013) HAULING COST (Pesos) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

TOTAL COST (Pesos) 2,090.91 127.27 90.91 118.18 363.64 47,272.73 26,818.18 7,000.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

50,000.00 1,727.27 200.00 7,272.73 2,363.64 318.18 290.91 323.03 254.55 560.91 90.91 272.73 40.91 127.27 685.61 390.91

0.00 0.00

18,181.82 2,272.73

M-46

NAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

3 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

MATERIALS AT SITE (4th Quarter CMPD, CY 2013) HAULING COST (Pesos)

TOTAL COST (Pesos)

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

265.00 450.00 700.00 267.00 1,700.00 1,400.00 1,900.00 1,600.00 380.00 39.00 650.00 680.00 725.00 780.00 485.00 50.00 400.00 150.00 0.00 180.00

M-47

NAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

3 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

MATERIALS AT SITE (4th Quarter CMPD, CY 2013) HAULING COST (Pesos)

TOTAL COST (Pesos)

M-48

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RU PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

COMPUTATION OF HAULING COST OF BORROW AND AGGREGATES A. Hauling of Borrow Materials, Subbase, Base Course, Sand, Gravel and Crushed Aggregates by Dump Truck from various quarries/ sources at Upper Pulangi River and Can-ayan River along the Road Section, Provinces of Bukidnon. A.1 Assumptions: The contractor will excavate and process the raw materials before hauling.. Terrain : Flat and Rolling Condition of Road : Fair Loader Capacity : 1.50 cu.m. = 10 cu.m./hr. Bucket Efficiency factor : 90% Dump Truck Capacity : 10.00 cu.m. A.2 Computation of Estimated Cycle Time in minutes Haul Distance Loading Time Travel Time : First 800m at 15 kph Last 200m at 20 kph Succeeding kilometer at 30 kph Last kilometer at 20 kph Unload and Maneuver Return Empty : First kilometer at 30 kph Succeeding kilometer at 40 kph First 200m at 30 kph Last 800m at 20 kph Allowance for Delay

(t) = =

2 to 50 kilometers 3.0 minutes

= = = = =

3.20 minutes 0.60 minutes 2.00 minutes (HD-2) 3.00 minutes 2.00 minutes

= = = = =

2.00 minutes 1.50 minutes (HD-2) 0.40 minutes 2.40 minutes 1.66 + 0.35 (HD-2)

TABULATION OF ESTIMATED CYCLE TIME AVE. HAUL DISTANCE (Km.)

LOADING TIME (Min.)

TRAVEL TIME (Min.)

UNLOAD MANUEVER (Min.)

RETURN EMPTY (Min.)

ALLOW. DELAY (Min.)

2 4 8 10 12 15

3.0 3.0 4.0 3.0 3.0 3.0

8.8 12.8 20.8 24.8 28.8 34.8

2.0 3.0 3.0 2.0 2.0 2.0

4.80 7.80 13.80 16.80 19.80 24.30

1.66 2.36 3.76 4.46 5.16 6.21

Haul-1

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RU PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

COMPUTATION OF HAULING COST OF BORROW AND AGGREGATES 3.0 44.8 2.0 31.80 7.96 3.0 52.8 2.0 37.80 9.36 3.0 60.8 2.0 43.80 10.76 3.0 64.8 2.0 46.80 11.46 3.0 68.8 2.0 49.80 12.16 3.0 74.8 2.0 54.30 13.21 3.0 84.8 2.0 61.80 14.96 3.0 92.8 2.0 67.80 16.36 3.0 104.8 2.0 76.80 18.46

20 24 28 30 32 35 40 44 50

A.3 Hauling Outputs

A.3.1 Number of trips per hour per Dump Truck ( n ) AVE. HAUL DISTANCE (Km.) 2 4 8 10 12 15 20 24 28 30 32 35 40 44 50

TOTAL CYCLE TIME (Min.)

NO. OF DUMP TRUCK-TRIPS PER HOUR (n)

20.26 28.96 45.36 51.06 58.76 70.31 89.56 104.96 120.36 128.06 135.76 147.31 166.56 181.96 205.06

2.962 2.072 1.323 1.175 1.021 0.853 0.670 0.572 0.499 0.469 0.442 0.407 0.360 0.330 0.293

Haul-2

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RU PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

COMPUTATION OF HAULING COST OF BORROW AND AGGREGATES

A.3.2 Estimated Number of Dump Trucks AVE. HAUL DISTANCE (Kms.)

NO. OF DT-TRIPS PER HOUR (n)

LOADER OUTPUT (Cu.m.) OUT PUT ( cu.m. )

2 4 8 10 12 15 20 24 28 30 32 35 40 44 50

2.962 2.072 1.323 1.175 1.021 0.853 0.670 0.572 0.499 0.469 0.442 0.407 0.360 0.330 0.293

100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00

10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00

DUMP TRUCK NO. OF DUMP TRUCKS CAPACITY (N) ( cu.m. ) 3.377 4.827 7.560 8.510 9.793 11.718 14.927 17.493 20.060 21.343 22.627 24.552 27.760 30.327 34.177

A.3.3 Hauled Volume in cubic meter per hour AVE. HAUL DISTANCE (Kms.)

NO. OF DT-TRIPS PER HOUR (n)

DUMP TRUCK CAPACITY ( cu.m. )

NO. OF DUMP TRUCK (N)

2 4 8 10 12 15

2.962 2.072 1.323 1.175 1.021 0.853

10.00 10.00 10.00 10.00 10.00 10.00

3 5 8 9 10 12

Haul-3

HAULED VOLUME ( cu.m. ) 88.85 103.59 105.82 105.76 102.11 102.40

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RU PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

20 24 28 30 32 35 40 44 50

Length = 11.819 Kms.

COMPUTATION OF HAULING COST OF BORROW AND AGGREGATES 0.670 10.00 15 0.572 10.00 18 0.499 10.00 20 0.469 10.00 21 0.442 10.00 23 0.407 10.00 25 0.360 10.00 28 0.330 10.00 30 0.293 10.00 34

100.49 102.90 99.70 98.39 101.65 101.83 100.86 98.92 99.48

A.4 Computation of Hauling Cost per cubic meter A.4.1 Rental of Equipment and Labor Component per hour Equipment: Wheel Loader, 1.50 cu.m. (1) Dump Truck, 9 - 10.00 cu.m. (N)

=P =P

2,145.11 (1) 1,352.00 (N)

Labor: Assistant Foreman (1) Unskilled Labor (2)

=P =P

75.52 (1) 45.95 (2)

A.4.2 Tabulation of Hauling Cost per Cubic Meter AVE. HAUL DISTANCE (Kms.)

TOTAL CYCLE TIME (t)

2 4 8 10 12 15 20 24 28 30 32 35 40

20.26 28.96 45.36 51.06 58.76 70.31 89.56 104.96 120.36 128.06 135.76 147.31 166.56

HAULING OUTPUT NO. OF TRIPS NO. OF TRIPS HAULING PER HOUR PER TRUCK OUTPUT 2.962 2.072 1.323 1.175 1.021 0.853 0.670 0.572 0.499 0.469 0.442 0.407 0.360

3 5 8 9 10 12 15 18 20 21 23 25 28 Haul-4

88.85 103.59 105.82 105.76 102.11 102.40 100.49 102.90 99.70 98.39 101.65 101.83 100.86

EQUIPMENT & LABOR COST 6,368.53 9,072.53 13,128.53 14,480.53 15,832.53 18,536.53 22,592.53 26,648.53 29,352.53 30,704.53 33,408.53 36,112.53 40,168.53

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RU PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

44 50

Length = 11.819 Kms.

COMPUTATION OF HAULING COST OF BORROW AND AGGREGATES 181.96 0.330 30 98.92 42,872.53 205.06 0.293 34 99.48 48,280.53

Haul-5

D NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE MPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X LAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

OF HAULING COST OF BORROW AND AGGREGATES

ABULATION OF ESTIMATED CYCLE TIME TOTAL CYCLE TIME (Min.) 20.26 28.96 45.36 51.06 58.76 70.31 Haul-6

D NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE MPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X LAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

OF HAULING COST OF BORROW AND AGGREGATES 89.56 104.96 120.36 128.06 135.76 147.31 166.56 181.96 205.06

NO. OF DUMP TRUCK-TRIPS PER HOUR

Haul-7

D NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE MPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X LAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

OF HAULING COST OF BORROW AND AGGREGATES

NO. OF DUMP TRUCKS (N) say 3 Trucks say 5 Trucks say 8 Trucks say 9 Trucks say 10 Trucks say 12 Trucks say 15 Trucks say 18 Trucks say 20 Trucks say 21 Trucks say 23 Trucks say 25 Trucks say 28 Trucks say 30 Trucks say 34 Trucks

HAULED VOLUME ( cu.m. ) 88.85 103.59 105.82 105.76 102.11 102.40 Haul-8

D NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE MPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X LAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

OF HAULING COST OF BORROW AND AGGREGATES 100.49 102.90 99.70 98.39 101.65 101.83 100.86 98.92 99.48

TOTAL HAULING COST 71.68 87.58 124.06 136.92 155.05 181.01 224.82 258.98 294.41 312.07 328.66 354.65 398.24 Haul-9

D NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE MPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X LAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

OF HAULING COST OF BORROW AND AGGREGATES 433.39 485.31

Haul-10

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVAT PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

COST OF PROCESSED MATERIALS DELIVERED AT SITE

ITEM NO.

DESCRIPTION

UNIT

PM#01

Borrow and Blending Materials

cu.m.

PM#02

Selected Materials for Backfill

cu.m.

PM#03

Fine Aggregates

cu.m.

PM#04

Aggregate for Subbase

cu.m.

PM#05

Aggregate for Base Course

cu.m.

PM#05b

Crushed Aggregate for Base Course

cu.m.

PM#06

Crushed Aggregate for Surface Course

cu.m.

PM#07

Crushed Aggregate for Cement Concrete

cu.m.

PM#08

Granular Bedding Materials

cu.m.

PM#09

Boulders

cu.m.

PM#10

Water

cu.m.

PM#11

Concrete, Class A

cu.m.

PM#12

Concrete, Class A-A

cu.m.

PM#13

Concrete, Class B

cu.m.

PM#14

Concrete, Class C

cu.m.

PM#15a

Concrete, Class D (for RCPC - Class II)

cu.m.

PM#15b

Concrete, Class D (for RCPC - Class IV)

cu.m.

PM#16

Concrete, Class P

cu.m.

PM#17

Lean Concrete

cu.m.

PM#18

Ready Mix Concrete for PCCP

cu.m.

PM#19

Reinforcing Steel Bars, Grade 40

kg.

PM#20

Reinforcing Steel Bars, Grade 60

kg.

PM#21

Formworks

sq.m.

PM#22

Falsework

sq.m.

PM#23

Cement Mortar (1:2 Mix)

cu.m.

PM#24

Cement Mortar (1:3 Mix)

cu.m. PM-11

Length

PM#25

Reinforced Concrete Pipe Culvert, 460mm dia. Class II

l.m.

PM#26

Reinforced Concrete Pipe Culvert, 610mm dia. Class II

l.m.

PM#27

Reinforced Concrete Pipe Culvert, 760mm dia. Class II

l.m.

PM#28a

Reinforced Concrete Pipe Culvert, 910mm dia. Class II

l.m.

PM#28b

Reinforced Concrete Pipe Culvert, 910mm dia. Class IV

l.m.

PM#29

Reinforced Concrete Pipe Culvert, 1070mm dia. Class IV

l.m.

PM#30

Reinforced Concrete Pipe Culvert, 1220mm dia. Class IV

l.m.

PM#31

Reinforced Concrete Pipe Culvert, 1520mm dia. Class IV

l.m.

PM#32

Pre-Fab Concrete Footing for Warning / Regulatory signs

pc.

PM#33

Pre-Fabricated Concrete Post for Metal Beam Guardrail

pc.

PM#34

Pre-Fabricated Concrete Footing for Chevron Signs

pc.

PM-12

D NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE MPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X LAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

OF PROCESSED MATERIALS DELIVERED AT SITE

BASIC PRICE

HAULING COST

TOTAL COST

112.80

77.53

190.33

135.42

77.53

212.94

293.47

77.53

371.00

266.42

77.53

343.94

309.88

77.53

387.41

328.45

77.53

405.97

374.86

77.53

452.38

355.26

77.53

432.79

293.47

77.53

371.00

509.29

77.53

586.82

28.52

0.00

28.52

3,722.71

0.00

3,722.71

4,578.27

0.00

4,578.27

3,460.21

0.00

3,460.21

3,571.50

0.00

3,571.50

3,366.14

0.00

3,366.14

3,628.64

0.00

3,628.64

4,194.37

0.00

4,194.37

2,106.98

0.00

2,106.98

3,986.75

0.00

3,986.75

68.50

0.00

68.50

73.65

0.00

73.65

847.12

0.00

847.12

580.74

0.00

580.74

5,294.02

0.00

5,294.02

3,794.02

0.00

3,794.02

PM-13

1,282.00

0.00

1,282.00

1,692.04

0.00

1,692.04

2,226.61

0.00

2,226.61

3,631.39

0.00

3,631.39

3,711.32

0.00

3,711.32

4,811.57

0.00

4,811.57

5,769.77

0.00

5,769.77

7,947.67

0.00

7,947.67

2,456.10

0.00

2,456.10

2,398.39

0.00

2,398.39

2,171.99

0.00

2,171.99

PM-14

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS REFERENCE NO. : PM #01 DESCRIPTION : Borrow and Blending Materials REF. NO.

DESIGNATION

PM#01 NO. OF PERSON

NO. OF HOUR

4

hr.

NO. OF UNITS

NO. OF HOUR

1

1

UNIT

QUANTITY

cu.m.

1

A. LABOR L09

Unskilled Laborer

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E102

Crawler Dozer, D65A-8, 155hp Misc. Tools (10% of labor)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION E. MATERIALS CM041

Royalty for Quarries PM-2

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #02 DESCRIPTION : Selected Materials for Backfill REF. NO.

PM#02 NO. OF PERSON

DESIGNATION

NO. OF HOUR

B. LABOR L09

Unskilled Laborer

6

SUB - TOTAL A NAME AND CAPACITY

hr.

1

NO. OF UNITS

NO. OF HOUR

1

1

B. EQUIPMENT E102

Crawler Dozer, D65A-8, 155hp Misc. Tools (10% of labor)

PM-3

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

cu.m.

1

E. MATERIALS CM041

Royalty for Quarries

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #03 PM#03 DESCRIPTION : Fine Aggregates (Loaded & Screened at Quarry) REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 5

hr. hr.

A. LABOR L02 L09

Asst. Foreman/Leadman Unskilled Laborer

.

SUB - TOTAL A PM-4

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

NAME AND CAPACITY

BASIC PRICE ANALYSIS NO. OF UNITS

Length = 11.819 K

NO. OF HOUR

B. EQUIPMENT E102 E106 E117 E203

Crawler Dozer, D65A-8, 155hp Wheel Loader, 1.5 cu.m., Dump Truck, 9.0 cu.m. Washing / Screening Plant, 100TPH

2 1 3 1

1 1 1 1

UNIT

QUANTITY

cu.m.

1

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION E. MATERIALS CM041

Royalty for Quarries

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #04 PM#04 DESCRIPTION : Aggregate for Subbase (Loaded & Screened at Quarry) NO. OF REF. NO. DESIGNATION PERSON A. LABOR PM-5

NO. OF HOUR

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

L02 L09

BASIC PRICE ANALYSIS 1 5

Asst. Foreman/Leadman Unskilled Laborer

Length = 11.819 K

hr. hr.

.

SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

2 1 3 1

1 1 1 1

UNIT

QUANTITY

cu.m.

1

B. EQUIPMENT E102 E106 E117 E203

Crawler Dozer, D65A-8, 155hp Wheel Loader, 1.5 cu.m., Dump Truck, 9.0 cu.m. Washing / Screening Plant, 100TPH

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION E. MATERIALS CM041

Royalty for Quarries

PM-6

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #05 PM#05 DESCRIPTION : Aggregate for Base Course (Loaded & Screened at Quarry) NO. OF REF. NO. DESIGNATION PERSON

NO. OF HOUR

A. LABOR L02 L07 L09

Asst. Foreman/Leadman Skilled Laborer Unskilled Laborer

SUB - TOTAL A NAME AND CAPACITY

1 1 4

hr. hr. hr.

NO. OF UNITS

NO. OF HOUR

2 1 3 1

1 1 1 1

UNIT

QUANTITY

B. EQUIPMENT E102 E106 E117 E203

Crawler Dozer, D65A-8, 155hp Wheel Loader, 1.5 cu.m., Dump Truck, 9.0 cu.m. Washing / Screening Plant, 100TPH

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION PM-7

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS E. MATERIALS CM041

Royalty for Quarries

cu.m.

1

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #05b PM#05b DESCRIPTION : Crushed Aggregate for Base Course (Loaded & Screened at Quarry) NO. OF REF. NO. DESIGNATION PERSON

NO. OF HOUR

A. LABOR L02 L07 L09

Asst. Foreman/Leadman Skilled Laborer Unskilled Laborer

SUB - TOTAL A NAME AND CAPACITY

1 1 4

hr. hr. hr.

NO. OF UNITS

NO. OF HOUR

2 1 3 1

1 1 1 1

B. EQUIPMENT E102 E106 E117 E203

Crawler Dozer, D65A-8, 155hp Wheel Loader, 1.5 cu.m., Dump Truck, 9.0 cu.m. Washing / Screening Plant, 100TPH PM-8

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

cu.m.

1

E. MATERIALS CM041

Royalty for Quarries

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #06 PM#06 DESCRIPTION : Crushed Aggregates for Surface Course REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 1 4

hr. hr. hr.

A. LABOR L02 L07 L09

Asst. Foreman/Leadman Skilled Laborer Unskilled Laborer

PM-9

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS

SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

2 1 3 1

1 1 1 1

UNIT

QUANTITY

cu.m.

1

B. EQUIPMENT E102 E106 E117 E203

Crawler Dozer, D65A-8, 155hp Wheel Loader, 1.5 cu.m., Dump Truck, 9.0 cu.m. Washing / Screening Plant, 100TPH

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION E. MATERIALS CM041

Royalty for Quarries

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #07 PM#07 DESCRIPTION : Crushed Aggregates for Cement Concrete REF. NO.

DESIGNATION PM-10

NO. OF PERSON

NO. OF HOUR

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS A. LABOR L02 L07 L09

Asst. Foreman/Leadman Skilled Laborer Unskilled Laborer

SUB - TOTAL A NAME AND CAPACITY

1 1 4

hr. hr. hr.

NO. OF UNITS

NO. OF HOUR

2 1 3 1

1 1 1 1

UNIT

QUANTITY

cu.m.

1

B. EQUIPMENT E102 E106 E117 E201

Crawler Dozer, D65A-8, 155hp Wheel Loader, 1.5 cu.m., Dump Truck, 9.0 cu.m. Aggregate Crusher, Parker Model 1208, 10

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION E. MATERIALS CM041

Royalty for Quarries

PM-11

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #08 DESCRIPTION : Granular Bedding Materials REF. NO.

DESIGNATION

PM#08 NO. OF PERSON

NO. OF HOUR

1 5

hr. hr.

NO. OF UNITS

NO. OF HOUR

2 1 3 1

1 1 1 1

A. LABOR L02 L09

Asst. Foreman/Leadman Unskilled Laborer

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E102 E106 E117 E203

Crawler Dozer, D65A-8, 155hp Wheel Loader, 1.5 cu.m., Dump Truck, 9.0 cu.m. Washing / Screening Plant, 100TPH

SUB - TOTAL B TOTAL A + B PM-12

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

cu.m.

1

E. MATERIALS CM041

Royalty for Quarries

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #09 DESCRIPTION : Boulders REF. NO.

PM#09

DESIGNATION

NO. OF PERSON

NO. OF HOUR

10

hr.

NO. OF UNITS

NO. OF HOUR

1

1

A. LABOR L09

Unskilled Laborer

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E106

Wheel Loader, 1.5 cu.m., PM-13

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

E117 E102

Dump Truck, 9.0 cu.m. Crawler Dozer, D65A-8, 155hp

BASIC PRICE ANALYSIS 3 1

Length = 11.819 K

1 1

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

cu.m.

1

E. MATERIALS CM041

Royalty for Quarries

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #10 DESCRIPTION : Water REF. NO.

PM#10

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1

hr.

A. LABOR L09

Unskilled Laborer

PM-14

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS

SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

1

1

UNIT

QUANTITY

cu.m.

1

B. EQUIPMENT E121

Water Truck, 500 - 1000 gals.

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION E. MATERIALS Royalties

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #11

PM#11 PM-15

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS DESCRIPTION

: Concrete Class A , ( fc' = 21 Mpa )

REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 2 4

hr. hr. hr.

NO. OF UNITS

NO. OF HOUR

1 1 1 4

1 1 1 1

UNIT

QUANTITY

bag cu.m. cu.m.

9.00 0.45 0.90

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E106 E121 E204a E206

Wheel Loader, 1.5 cu.m., Water Truck, 500 - 1000 gals. Concrete Batch Plant, 30 cu.m./hr. Transit Mixer, 7.0 cu.m.

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION E. MATERIALS CM001 PM#03 PM#06

Portland Cement, 40 kgs. Fine Aggregates Crushed Aggregate for Surface Course PM-16

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

PM#10

BASIC PRICE ANALYSIS cu.m.

Water

Length = 11.819 K

0.14

Wastage (5% of the above)

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #12 DESCRIPTION : Concrete Class AA , (fc' = 28 Mpa ) REF. NO.

DESIGNATION

PM#12 NO. OF PERSON

NO. OF HOUR

1 2 4

hr. hr. hr.

NO. OF UNITS

NO. OF HOUR

1 1 1 4

1 1 1 1

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E106 E121 E204a E206

Wheel Loader, 1.5 cu.m., Water Truck, 500 - 1000 gals. Concrete Batch Plant, 30 cu.m./hr. Transit Mixer, 7.0 cu.m.

PM-17

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

bag cu.m. cu.m. cu.m.

11.75 0.42 0.84 0.14

E. MATERIALS CM001 PM#03 PM#06 PM#10

Portland Cement, 40 kgs. Fine Aggregates Crushed Aggregate for Surface Course Water Wastage (10% of the above)

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #13 DESCRIPTION : Concrete Class B , (fc' = 17 Mpa) REF. NO.

DESIGNATION

PM#13 NO. OF PERSON

NO. OF HOUR

1 2 4

hr. hr. hr.

NO. OF UNITS

NO. OF HOUR

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT PM-18

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS E106 E121 E204a E206

Wheel Loader, 1.5 cu.m., Water Truck, 500 - 1000 gals. Concrete Batch Plant, 30 cu.m./hr. Transit Mixer, 7.0 cu.m.

1 1 1 4

1 1 1 1

UNIT

QUANTITY

bag cu.m. cu.m. cu.m.

8.00 0.45 0.90 0.14

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION E. MATERIALS CM001 PM#03 PM#06 PM#10

Portland Cement, 40 kgs. Fine Aggregates Crushed Aggregate for Surface Course Water Wastage (5% of the above)

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #14 DESCRIPTION : Concrete, Class C, ( fc' = 21 Mpa ) REF. NO.

DESIGNATION

PM#14 NO. OF PERSON

NO. OF HOUR

1 2

hr. hr.

A. LABOR L01 L07

Foreman Skilled Laborer PM-19

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

L09

BASIC PRICE ANALYSIS 4

Unskilled Laborer

SUB - TOTAL A NAME AND CAPACITY

Length = 11.819 K

hr.

NO. OF UNITS

NO. OF HOUR

1 1 1 4

1 1 1 1

UNIT

QUANTITY

bag cu.m. cu.m. cu.m.

9.50 0.45 0.90 0.14

B. EQUIPMENT E106 E121 E204a E206

Wheel Loader, 1.5 cu.m., Water Truck, 500 - 1000 gals. Concrete Batch Plant, 30 cu.m./hr. Transit Mixer, 7.0 cu.m.

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION E. MATERIALS CM001 PM#03 PM#06 PM#10

Portland Cement, 40 kgs. Fine Aggregates Crushed Aggregate for Surface Course Water Wastage (5% of the above)

SUB - TOTAL E F. TOTAL BASIC COST (D + E) PM-20

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS

REFERENCE NO. : PM #15-a DESCRIPTION : Concrete, Class D (For RCPC Class II) REF. NO.

DESIGNATION

PM#15a NO. OF PERSON

NO. OF HOUR

1 4 8

hr. hr. hr.

NO. OF UNITS

NO. OF HOUR

1

1

UNIT

QUANTITY

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E308

Concrete Mixer, 2 - Bagger

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION E. MATERIALS PM-21

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

CM001 PM#03 PM#06 PM#10

BASIC PRICE ANALYSIS Portland Cement, 40 kgs. bag Fine Aggregates cu.m. Crushed Aggregate for Surface Course cu.m. Water cu.m.

Length = 11.819 K

9.50 0.65 0.90 0.14

Wastage (5% of the above)

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #15-b DESCRIPTION : Concrete, Class D (For RCPC Class IV) REF. NO.

DESIGNATION

PM#15b NO. OF PERSON

NO. OF HOUR

1 4 8

hr. hr. hr.

NO. OF UNITS

NO. OF HOUR

1

1

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E308

Concrete Mixer, 2 - Bagger

PM-22

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

bag cu.m. cu.m. cu.m.

10.50 0.65 0.90 0.14

E. MATERIALS CM001 PM#03 PM#06 PM#10

Portland Cement, 40 kgs. Fine Aggregates Crushed Aggregate for Surface Course Water Wastage (5% of the above)

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #16 DESCRIPTION : Concrete, Class P (fc' = 38 Mpa) REF. NO.

DESIGNATION

PM#16 NO. OF PERSON

NO. OF HOUR

1 2 4

hr. hr. hr.

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

PM-23

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

1 1 1 4

1 1 1 1

UNIT

QUANTITY

bag cu.m. cu.m. cu.m.

10.50 0.65 0.90 0.14

B. EQUIPMENT E106 E121 E204a E206

Wheel Loader, 1.5 cu.m., Water Truck, 500 - 1000 gals. Concrete Batch Plant, 30 cu.m./hr. Transit Mixer, 7.0 cu.m.

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION E. MATERIALS CM001 PM#03 PM#06 PM#10

Portland Cement, 40 kgs. Fine Aggregates Crushed Aggregate for Surface Course Water Wastage (5% of the above)

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #17 DESCRIPTION : Lean Concrete, (fc' = 10 Mpa) REF. NO.

PM#17 NO. OF PERSON

DESIGNATION A. LABOR PM-24

NO. OF HOUR

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

SUB - TOTAL A NAME AND CAPACITY

1 4 8

1 1 1

NO. OF UNITS

NO. OF HOUR

1

1

UNIT

QUANTITY

bag cu.m. cu.m. cu.m.

5.00 0.45 0.90 0.14

B. EQUIPMENT

E308

Concrete Mixer, 2 - Bagger

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION E. MATERIALS CM001 PM#03 PM#06 PM#10

Portland Cement, 40 kgs. Fine Aggregates Crushed Aggregate for Surface Course Water Wastage (5% of the above)

PM-25

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #18 PM#18 DESCRIPTION : Ready Mix Concrete for PCC Pavement REF. NO.

NO. OF PERSON

DESIGNATION

NO. OF HOUR

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

1 2 4

SUB - TOTAL A NAME AND CAPACITY

hr. hr. hr.

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1 4

1 1 1 1

UNIT

QUANTITY

B. EQUIPMENT E106 E121 E204a E206

Wheel Loader, 1.5 cu.m., Water Truck, 500 - 1000 gals. Concrete Batch Plant, 30 cu.m./hr. Transit Mixer, 7.0 cu.m. Minor Tools, (10% of the Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION PM-26

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS E. MATERIALS CM001 PM#03 PM#06 PM#10

Portland Cement, 40 kgs. Fine Aggregates Crushed Aggregate for Surface Course Water

bag cu.m. cu.m. cu.m.

10.00 0.45 0.90 0.14

Wastage (5% of the above)

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #19 DESCRIPTION : Reinforcing Steel Bars, Grade 40 REF. NO.

PM#19 NO. OF PERSON

DESIGNATION

NO. OF HOUR

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

1 4 12

SUB - TOTAL A NAME AND CAPACITY

hr. hr. hr.

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1

0.5 1 1

B. EQUIPMENT E120 E406 E407

Cargo Truck, 9 - 10 M.T. Bar Shear, 42mm Bar Bender, 42mm PM-27

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

kg kg

1.00 0.04

E. MATERIALS CM006 CM009

Reinforcing Steel Deformed Bars, Grade 40 G.I. Tie Wire, No. 16 Wastage (3% of the above)

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #20 DESCRIPTION : Reinforcing Steel Bars, Grade 60 REF. NO.

PM#20 NO. OF PERSON

DESIGNATION

NO. OF HOUR

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

1 4 12

PM-28

hr. hr. hr.

1 1 1

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS

SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

1 1 1

0.5 1.0 1.0

UNIT

QUANTITY

kg kg

1.00 0.04

B. EQUIPMENT E120 E406 E407

Cargo Truck, 9 - 10 M.T. Bar Shear, 42mm Bar Bender, 42mm Minor Tools(10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION E. MATERIALS

CM007 CM009

Reinforcing Steel Deformed Bars, Grade 60 G.I. Tie Wire, No. 16 Wastage (3% of the above)

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #21 DESCRIPTION : Formworks

PM#21

PM-29

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

REF. NO.

BASIC PRICE ANALYSIS NO. OF PERSON

DESIGNATION

Length = 11.819 K

NO. OF HOUR

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

1 4 6

SUB - TOTAL A NAME AND CAPACITY

hr. hr. hr.

1 1 1

NO. OF UNITS

NO. OF HOUR

UNIT

QUANTITY

pc. bd ft kg

0.34 9.33 0.25

B. EQUIPMENT Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION E. MATERIALS CM027 CM033 CM010

Marine Plywood, (12.5mm or 1/2") Lumber (Apitong) Common Wire Nail Miscellaneous, (5% of the above) PM-30

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #22 DESCRIPTION : Falsework REF. NO.

PM#22 NO. OF PERSON

DESIGNATION

NO. OF HOUR

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

1 2 4

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B PM-31

NO. OF UNITS

hr. hr. hr.

1 1 1

NO. OF HOUR

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

bd ft kg

9.33 0.25

E. MATERIALS CM033 CM010

Lumber (Apitong) Common Wire Nail Miscellaneous, (5% of the above)

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #23 DESCRIPTION : Cement Mortar (1:2 Mix) REF. NO.

PM#23

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 2

1 1

NO. OF UNITS

NO. OF HOUR

A. LABOR L01 L09

Foreman Unskilled Laborer

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E308

Concrete Mixer, 2 - Bagger

1 PM-32

hr.

1

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

bag cu.m.

18.00 1.00

E. MATERIALS CM001 PM#03

Portland Cement, 40 kgs. Fine Aggregates

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #24 DESCRIPTION : Cement Mortar (1:3 Mix) REF. NO.

PM#24

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 2

1 1

A. LABOR L01 L09

Foreman Unskilled Laborer

PM-33

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS

SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

B. EQUIPMENT E308

Concrete Mixer, 2 - Bagger

1

hr.

1

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

bag cu.m.

12.00 1.00

E. MATERIALS CM001 PM#03

Portland Cement, 40 kgs. Fine Aggregates

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

PM-34

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

REFERENCE NO. : PM #25 DESCRIPTION : Reinforced Concrete Pipe Culvert, 460mm dia. Class II REF. NO. DESIGNATION

Length = 11.819 K

BASIC PRICE ANALYSIS PM#25 NO. OF PERSON

NO. OF HOUR

1 2 5

1 1 1

NO. OF UNITS

NO. OF HOUR

UNIT

QUANTITY

cu.m. kg

0.12 9.37

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

SUB - TOTAL A NAME AND CAPACITY A. EQUIPMENT Minor Tools including molds,etc. (30% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION E. MATERIALS PM#15a PM#19

Concrete, Class D (for RCPC - Class II) Reinforcing Steel Bars, Grade 40 PM-35

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS Wastage (5% of the above)

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #26 DESCRIPTION : Reinforced Concrete Pipe Culvert, 610mm dia. Class II REF. NO. DESIGNATION

PM#26 NO. OF PERSON

NO. OF HOUR

1 2 5

1 1 1

NO. OF UNITS

NO. OF HOUR

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT Minor Tools including molds,etc. (30% of Labor Cost)

PM-36

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

cu.m. kg

0.12 12.43

E. MATERIALS PM#15a PM#19

Concrete, Class D (for RCPC - Class II) Reinforcing Steel Bars, Grade 40 Wastage (5% of the above)

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #27 DESCRIPTION : Reinforced Concrete Pipe Culvert, 760mm dia. Class II REF. NO. DESIGNATION

PM#27 NO. OF PERSON

NO. OF HOUR

1 2 5

1 1 1

NO. OF UNITS

NO. OF HOUR

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

SUB - TOTAL A NAME AND CAPACITY PM-37

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS B. EQUIPMENT Minor Tools including molds,etc. (30% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

cu.m. kg

0.21 14.40

E. MATERIALS PM#15a PM#19

Concrete, Class D (for RCPC - Class II) Reinforcing Steel Bars, Grade 40 Wastage (5% of the above)

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #28-a DESCRIPTION : Reinforced Concrete Pipe Culvert, 910mm dia. Class II REF. NO. DESIGNATION

PM#28a NO. OF PERSON

NO. OF HOUR

1

1

A. LABOR L01

Foreman PM-38

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

L07 L09

BASIC PRICE ANALYSIS 2 5

Skilled Laborer Unskilled Laborer

SUB - TOTAL A NAME AND CAPACITY

Length = 11.819 K

1 1

NO. OF UNITS

NO. OF HOUR

UNIT

QUANTITY

cu.m. kg

0.29 30.00

A. EQUIPMENT Minor Tools including molds,etc. (30% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION E. MATERIALS PM#15a PM#19

Concrete, Class D (for RCPC - Class II) Reinforcing Steel Bars, Grade 40 Wastage (5% of the above)

SUB - TOTAL E PM-39

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #28-b DESCRIPTION : Reinforced Concrete Pipe Culvert, 910mm dia. Class IV REF. NO. DESIGNATION

PM#28b NO. OF PERSON

NO. OF HOUR

1 2 5

1 1 1

NO. OF UNITS

NO. OF HOUR

UNIT

QUANTITY

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

SUB - TOTAL A NAME AND CAPACITY A. EQUIPMENT Minor Tools including molds,etc. (30% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION E. MATERIALS PM-40

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS PM#15b PM#19

Concrete, Class D (for RCPC - Class IV) Reinforcing Steel Bars, Grade 40

cu.m. kg

0.29 30.00

Wastage (5% of the above)

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #29 DESCRIPTION : Reinforced Concrete Pipe Culvert, 1070mm dia. Class IV REF. NO. DESIGNATION

PM#29 NO. OF PERSON

NO. OF HOUR

1 2 5

1 1 1

NO. OF UNITS

NO. OF HOUR

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT Minor Tools including molds,etc. (30% of Labor Cost)

PM-41

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

cu.m. kg

0.39 40.00

E. MATERIALS PM#15b PM#19

Concrete, Class D (for RCPC - Class IV) Reinforcing Steel Bars, Grade 40 Wastage (5% of the above)

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #30 DESCRIPTION : Reinforced Concrete Pipe Culvert, 1220mm dia. Class IV REF. NO. DESIGNATION

PM#30 NO. OF PERSON

NO. OF HOUR

1 2 10

1 1 1

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

PM-42

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

UNIT

QUANTITY

cu.m. kg

0.39 50.00

B. EQUIPMENT Minor Tools including molds,etc. (30% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION E. MATERIALS PM#15b PM#19

Concrete, Class D (for RCPC - Class IV) Reinforcing Steel Bars, Grade 40 Wastage (5% of the above)

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REFERENCE NO. : PM #31 DESCRIPTION : Reinforced Concrete Pipe Culvert, 1520mm dia. Class IV REF. NO. DESIGNATION PM-43

PM#31 NO. OF PERSON

NO. OF HOUR

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

SUB - TOTAL A NAME AND CAPACITY

1 2 12

1 1 1

NO. OF UNITS

NO. OF HOUR

UNIT

QUANTITY

cu.m. kg

0.71 62.00

B. EQUIPMENT Minor Tools including molds,etc. (30% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION E. MATERIALS PM#15b PM#19

Concrete, Class D (for RCPC - Class IV) Reinforcing Steel Bars, Grade 40 Wastage (5% of the above)

PM-44

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REF. NO. PM #32 PM#32 DESCRIPTION: Pre-Fabricated Concrete Footing and Post for Warning, Regulatory and Informatory Signs 300mm x 300mm x 600mm NO. OF REF. NO. DESIGNATION PERSON

NO. OF HOUR

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

SUB - TOTAL A NAME AND CAPACITY

1 2 4

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1 1

1.00 1.00 1.00 0.50

UNIT

QUANTITY

B. EQUIPMENT E307 E309 E411 E121

Concrete Mixer, 1 - Bagger Concrete Vibrator Welding Machine, 300Amp Water Truck, 500 - 1000 gals.

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION PM-45

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS E. MATERIALS CM006 CM001 CM042 CM046 PM#21 DM041

Reinforcing Steel Deformed Bars, Grade 40 Portland Cement, 40 kgs. Fine Aggregates Crushed Aggregate, (3/8") Formworks G.I. Pipe 3" (76mm) diameter, Schedule 40

kg bags cu.m. cu.m. sq.m. pc

0.133 0.513 0.030 0.049 1.060 1.251

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REF. NO. PM #33 PM#33 DESCRIPTION: Pre-Fabricated Concrete Post for Metal Beam Guardrail 200mm x 200mm x 1700mm NO. OF REF. NO. DESIGNATION PERSON

NO. OF HOUR

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

SUB - TOTAL A NAME AND CAPACITY

1 2 4

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1

1.00 1.00 1.00

B. EQUIPMENT E307 E309 E406

Concrete Mixer, 1 - Bagger Concrete Vibrator Bar Shear, 42mm PM-46

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

E407 E121

BASIC PRICE ANALYSIS 1 1

Bar Bender, 42mm Water Truck, 500 - 1000 gals.

Length = 11.819 K

1.00 0.50

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

kg bags cu.m. cu.m. cu.m. sq.m.

13.311 0.611 0.034 0.042 0.161 1.054

E. MATERIALS CM006 CM001 CM042 CM046 CM009 PM#21

Reinforcing Steel Deformed Bars, Grade 40 Portland Cement, 40 kgs. Fine Aggregates Crushed Aggregate, (3/8") G.I. Tie Wire, No. 16 Formworks Miscellaneous (5% of Above)

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REF. NO. PM #34 PM#34 DESCRIPTION: Pre-Fabricated Concrete Footing and Post Chevron Sign REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 2 4

1 1 1

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

PM-47

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

BASIC PRICE ANALYSIS

SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

1 1 1 1

1.00 1.00 1.00 0.50

UNIT

QUANTITY

kg bags cu.m. cu.m. sq.m. pc

0.266 0.428 0.025 0.041 0.950 1.050

B. EQUIPMENT E307 E309 E411 E121

Concrete Mixer, 1 - Bagger Concrete Vibrator Welding Machine, 300Amp Water Truck, 500 - 1000 gals.

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION E. MATERIALS CM006 CM001 CM042 CM046 PM#21 DM041

Reinforcing Steel Deformed Bars, Grade 40 Portland Cement, 40 kgs. Fine Aggregates Crushed Aggregate, (3/8") Formworks G.I. Pipe 3" (76mm) diameter, Schedule 40

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

REF. NO. PM #35 PM#35 Bituminous Plant Mix Surface Course for Patching, Type I; 25mm thk DESCRIPTION: PM-48

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 K

Bituminous Plant Mix Surface Course for Patching, I; 25mm thk BASIC PRICEType ANALYSIS NO. OF PERSON

NO. OF HOUR

1 6 6

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1 1 2 1 1

1 1 1 1 1 1 1

UNIT

QUANTITY

Asphalt Cement Penetration Grade 60-70*(a tonne Crushed Aggregate for Surface Course cu.m. Fine Aggregates cu.m. Portland Cement, 40 kgs. bag

0.00466 0.036115 0.017475 0.00058

REF. NO.

DESIGNATION A. LABOR

L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 19 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E216 E214 E119a E114 E117 E106 E121

Asphalt Paver/ Finisher,( 80 Hp ), NF220BI Asphalt Batch Plant, 60-80 Tons/hr. Pneumatic Tired Roller, DYNAPAC CS141, Vibratory Tandem Roller, CC421, 10M.T. Dump Truck, 9.0 cu.m. Wheel Loader, 1.5 cu.m., Water Truck, 500 - 1000 gals. Minor Tools (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST (A + B)/C NAME AND SPECIFICATION E. MATERIALS

RM083 PM#06 PM#03 CM001

PM-49

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

BASIC PRICE ANALYSIS Miscellaneous(10% of Above)

SUB - TOTAL E F. TOTAL BASIC COST (D + E)

PM-50

Length = 11.819 K

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS UNIT COST/ M3 OUTPUT/ HR: HOURLY RATE

45.95

HOURLY RATE

4,821.70

112.80 80.00 AMOUNT

183.81

183.81 AMOUNT

4,821.70 18.38

4,840.08 5,023.89 80.00 62.80 AMOUNT

UNIT COST

50.00 PM-51

50.00

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS

50.00 112.80

UNIT COST/ M3 OUTPUT/ HR: HOURLY RATE

45.95

HOURLY RATE

4,821.70

135.42 60.00 AMOUNT

275.72

275.72 AMOUNT

4,821.70 27.57

PM-52

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS

4,849.27 5,124.99 60.00 85.42 AMOUNT

UNIT COST

50.00

50.00

50.00 135.42

UNIT COST/ M3 OUTPUT/ HR: HOURLY RATE

75.52 45.95

293.47 80.00 AMOUNT

75.52 229.76

305.28 PM-53

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS HOURLY RATE

4,821.70 2,145.11 1,352.00 3,327.79

AMOUNT

9,643.39 2,145.11 4,056.00 3,327.79

19,172.29 19,477.57 80.00 243.47 AMOUNT

UNIT COST

50.00

50.00

50.00 293.47

UNIT COST/ M3 OUTPUT/ HR: HOURLY RATE

PM-54

266.42 90.00 AMOUNT

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS 75.52 45.95

HOURLY RATE

4,821.70 2,145.11 1,352.00 3,327.79

75.52 229.76

305.28 AMOUNT

9,643.39 2,145.11 4,056.00 3,327.79

19,172.29 19,477.57 90.00 216.42 AMOUNT

UNIT COST

50.00

PM-55

50.00

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS 50.00 266.42

UNIT COST/ M3 OUTPUT/ HR: HOURLY RATE

75.52 59.68 45.95

HOURLY RATE

4,821.70 2,145.11 1,352.00 3,327.79

309.88 75.00 AMOUNT

75.52 59.68 183.81

319.01 AMOUNT

9,643.39 2,145.11 4,056.00 3,327.79

19,172.29 19,491.30 75.00 259.88 AMOUNT

UNIT COST PM-56

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS

50.00

50.00

50.00 309.88

UNIT COST/ M3 OUTPUT/ HR: HOURLY RATE

75.52 59.68 45.95

HOURLY RATE

4,821.70 2,145.11 1,352.00 3,327.79 PM-57

328.45 70.00 AMOUNT

75.52 59.68 183.81

319.01 AMOUNT

9,643.39 2,145.11 4,056.00 3,327.79

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS

19,172.29 19,491.30 70.00 278.45 AMOUNT

UNIT COST

50.00

50.00

50.00 328.45

UNIT COST/ M3 OUTPUT/ HR: HOURLY RATE

75.52 59.68 45.95

PM-58

374.86 60.00 AMOUNT

75.52 59.68 183.81

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS

HOURLY RATE

4,821.70 2,145.11 1,352.00 3,327.79

319.01 AMOUNT

9,643.39 2,145.11 4,056.00 3,327.79

19,172.29 19,491.30 60.00 324.86 AMOUNT

UNIT COST

50.00

50.00

50.00 374.86

UNIT COST/ M3 OUTPUT/ HR: HOURLY RATE PM-59

355.26 65.00 AMOUNT

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS

75.52 59.68 45.95

HOURLY RATE

4,821.70 2,145.11 1,352.00 3,678.59

75.52 59.68 183.81

319.01 AMOUNT

9,643.39 2,145.11 4,056.00 3,678.59

19,523.10 19,842.10 65.00 305.26 AMOUNT

UNIT COST

50.00

PM-60

50.00

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS

50.00 355.26

UNIT COST/ M3 OUTPUT/ HR: HOURLY RATE

75.52 45.95

HOURLY RATE

4,821.70 2,145.11 1,352.00 3,327.79

293.47 80.00 AMOUNT

75.52 229.76

305.28 AMOUNT

9,643.39 2,145.11 4,056.00 3,327.79

19,172.29 19,477.57 PM-61

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS 80.00 243.47 AMOUNT

UNIT COST

50.00

50.00

50.00 293.47

UNIT COST/ M3 OUTPUT/ HR: HOURLY RATE

45.95

HOURLY RATE

2,145.11 PM-62

509.29 25.00 AMOUNT

459.53

459.53 AMOUNT

2,145.11

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS 1,352.00 4,821.70

4,056.00 4,821.70

11,022.80 11,482.33 25.00 459.29 AMOUNT

UNIT COST

50.00

50.00

50.00 509.29

UNIT COST/ M3 OUTPUT/ HR: HOURLY RATE

45.95

PM-63

28.52 60.00 AMOUNT

45.95

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS

HOURLY RATE

1,065.00

45.95 AMOUNT

1,065.00

1,065.00 1,110.95 60.00 18.52 AMOUNT

UNIT COST

10.00

10.00

10.00 28.52

UNIT COST/ M3 PM-64

3,722.71

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS OUTPUT/ HR:

25.00

HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

2,145.11 1,065.00 1,208.03 3,506.75

AMOUNT

82.29 119.36 183.81

385.46 AMOUNT

2,145.11 1,065.00 1,208.03 14,026.99

18,445.13 18,830.59 25.00 753.22 AMOUNT

UNIT COST

250.00 371.00 452.38 PM-65

2,250.00 166.95 407.14

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS 28.52

3.99 141.40

2,969.49 3,722.71

UNIT COST/ M3 OUTPUT/ HR: HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

2,145.11 1,065.00 1,208.03 3,506.75

PM-66

4,578.27 25.00 AMOUNT

82.29 119.36 183.81

385.46 AMOUNT

2,145.11 1,065.00 1,208.03 14,026.99

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS 18,445.13 18,830.59 25.00 753.22 AMOUNT

UNIT COST

250.00 371.00 452.38 28.52

2,937.50 155.82 380.00 3.99 347.73

3,825.04 4,578.27

UNIT COST/ M3 OUTPUT/ HR: HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

PM-67

3,460.21 25.00 AMOUNT

82.29 119.36 183.81

385.46 AMOUNT

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS 2,145.11 1,065.00 1,208.03 3,506.75

2,145.11 1,065.00 1,208.03 14,026.99

18,445.13 18,830.59 25.00 753.22 AMOUNT

UNIT COST

250.00 371.00 452.38 28.52

2,000.00 166.95 407.14 3.99 128.90

2,706.99 3,460.21

UNIT COST/ M3 OUTPUT/ HR: HOURLY RATE

82.29 59.68 PM-68

3,571.50 40.00 AMOUNT

82.29 119.36

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS 45.95

HOURLY RATE

2,145.11 1,065.00 1,208.03 3,506.75

183.81

385.46 AMOUNT

2,145.11 1,065.00 1,208.03 14,026.99

18,445.13 18,830.59 40.00 470.76 AMOUNT

UNIT COST

250.00 371.00 452.38 28.52

2,375.00 166.95 407.14 3.99 147.65

3,100.74 3,571.50 PM-69

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS

UNIT COST/ M3 OUTPUT/ HR: HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

248.83

3,366.14 5.00 AMOUNT

82.29 238.71 367.62

688.63 AMOUNT

248.83

248.83 937.45 5.00 187.49 AMOUNT

UNIT COST

PM-70

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS 250.00 371.00 452.38 28.52

2,375.00 241.15 407.14 3.99 151.36

3,178.65 3,366.14

UNIT COST/ M3 OUTPUT/ HR: HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

248.83

PM-71

3,628.64 5.00 AMOUNT

82.29 238.71 367.62

688.63 AMOUNT

248.83

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS

248.83 937.45 5.00 187.49 AMOUNT

UNIT COST

250.00 371.00 452.38 28.52

2,625.00 241.15 407.14 3.99 163.86

3,441.15 3,628.64

UNIT COST/ M3 OUTPUT/ HR: HOURLY RATE

82.29 59.68 45.95

PM-72

4,194.37 25.00 AMOUNT

82.29 119.36 183.81

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS HOURLY RATE

2,145.11 1,065.00 1,208.03 3,506.75

385.46 AMOUNT

2,145.11 1,065.00 1,208.03 14,026.99

18,445.13 18,830.59 25.00 753.22 AMOUNT

UNIT COST

250.00 371.00 452.38 28.52

2,625.00 241.15 407.14 3.99 163.86

3,441.15 4,194.37

UNIT COST/ M3 OUTPUT/ HR: HOURLY RATE

PM-73

2,106.98 5.00 AMOUNT

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS 82.29 59.68 45.95

HOURLY RATE

248.83

82.29 238.71 367.62

688.63 AMOUNT

248.83

248.83 937.45 5.00 187.49 AMOUNT

UNIT COST

250.00 371.00 452.38 28.52

1,250.00 166.95 407.14 3.99 91.40

PM-74

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS 1,919.49 2,106.98

UNIT COST/ M3 OUTPUT/ HR: HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

2,145.11 1,065.00 1,208.03 3,506.75

3,986.75 25.00 AMOUNT

82.29 119.36 183.81

385.46 AMOUNT

2,145.11 1,065.00 1,208.03 14,026.99 38.55

18,483.67 18,869.13 25.00 754.77 AMOUNT

UNIT COST PM-75

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS

250.00 371.00 452.38 28.52

2,500.00 166.95 407.14 3.99 153.90

3,231.99 3,986.75

UNIT COST/ Kg. OUTPUT/ HR: HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

1,102.00 315.25 390.85 PM-76

68.50 500.00 AMOUNT

82.29 238.71 551.44

872.44 AMOUNT

551.00 315.25 390.85

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS 87.24

1,344.34 2,216.78 500.00 4.43 AMOUNT

UNIT COST

60.00 55.00

60.00 2.20 1.87

64.07 68.50

UNIT COST/ Kg. OUTPUT/ HR: HOURLY RATE

82.29 59.68 45.95

PM-77

73.65 500.00 AMOUNT

82.29 238.71 551.44

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS

HOURLY RATE

1,102.00 315.25 390.85

872.44 AMOUNT

551.00 315.25 390.85 87.24

1,344.34 2,216.78 500.00 4.43 AMOUNT

UNIT COST

65.00 55.00

65.00 2.20 2.02

69.22 73.65

UNIT COST/ M2 OUTPUT/ HR: PM-78

847.12 18.00

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

AMOUNT

82.29 238.71 275.72

596.72 AMOUNT

59.67

59.67 656.39 18.00 36.47 AMOUNT

UNIT COST

710.00 55.00 70.00

241.40 513.15 17.50 38.60

PM-79

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS

810.65 847.12

UNIT COST/ M2 OUTPUT/ HR: HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

580.74 18.00 AMOUNT

82.29 119.36 183.81

385.46 AMOUNT

38.55

38.55 424.00 PM-80

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS 18.00 23.56 AMOUNT

UNIT COST

55.00 70.00

513.15 17.50 26.53

557.18 580.74

UNIT COST/ M3 OUTPUT/ HR: HOURLY RATE

82.29 45.95

HOURLY RATE

248.83 PM-81

5,294.02 1.00 AMOUNT

82.29 91.91

174.19 AMOUNT

248.83

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS

248.83 423.02 1.00 423.02 AMOUNT

UNIT COST

250.00 371.00

4,500.00 371.00

4,871.00 5,294.02

UNIT COST/ M3 OUTPUT/ HR: HOURLY RATE

82.29 45.95

PM-82

3,794.02 1.00 AMOUNT

82.29 91.91

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS

HOURLY RATE

248.83

174.19 AMOUNT

248.83

248.83 423.02 1.00 423.02 AMOUNT

UNIT COST

250.00 371.00

3,000.00 371.00

3,371.00 3,794.02

PM-83

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS UNIT COST/ L.M. OUTPUT/ HR: HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

1,282.00 1.75 AMOUNT

82.29 119.36 45.95

247.60 AMOUNT

74.28

74.28 321.88 1.75 183.93 AMOUNT

UNIT COST

3,366.14 68.50 PM-84

403.94 641.84

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS 52.29

1,098.07 1,282.00

UNIT COST/ L.M. OUTPUT/ HR: HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

1,692.04 1.50 AMOUNT

82.29 119.36 229.76

431.41 AMOUNT

129.42

PM-85

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS 129.42 560.83 1.50 373.89 AMOUNT

UNIT COST

3,366.14 68.50

403.94 851.45 62.77

1,318.16 1,692.04

UNIT COST/ L.M. OUTPUT/ HR: HOURLY RATE

82.29 59.68 45.95

HOURLY RATE PM-86

2,226.61 1.25 AMOUNT

82.29 119.36 229.76

431.41 AMOUNT

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS

129.42

129.42 560.83 1.25 448.67 AMOUNT

UNIT COST

3,366.14 68.50

706.89 986.39 84.66

1,777.95 2,226.61

UNIT COST/ L.M. OUTPUT/ HR: HOURLY RATE

82.29 PM-87

3,631.39 1.25 AMOUNT

82.29

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS 59.68 45.95

HOURLY RATE

119.36 229.76

431.41 AMOUNT

129.42

129.42 560.83 1.25 448.67 AMOUNT

UNIT COST

3,366.14 68.50

976.18 2,054.99 151.56

3,182.72 PM-88

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS 3,631.39

UNIT COST/ L.M. OUTPUT/ HR: HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

3,711.32 1.25 AMOUNT

82.29 119.36 229.76

431.41 AMOUNT

129.42

129.42 560.83 1.25 448.67 AMOUNT

UNIT COST

PM-89

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS 3,628.64 68.50

1,052.31 2,054.99 155.36

3,262.66 3,711.32

UNIT COST/ L.M. OUTPUT/ HR: HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

4,811.57 1.25 AMOUNT

82.29 119.36 229.76

431.41 AMOUNT

129.42

PM-90

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS

129.42 560.83 1.25 448.67 AMOUNT

UNIT COST

3,628.64 68.50

1,415.17 2,739.98 207.76

4,362.91 4,811.57

UNIT COST/ L.M. OUTPUT/ HR: HOURLY RATE

82.29 59.68 45.95

PM-91

5,769.77 1.25 AMOUNT

82.29 119.36 459.53

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS

HOURLY RATE

661.17 AMOUNT

198.35

198.35 859.53 1.25 687.62 AMOUNT

UNIT COST

3,628.64 68.50

1,415.17 3,424.98 242.01

5,082.15 5,769.77

UNIT COST/ L.M. OUTPUT/ HR: HOURLY RATE PM-92

7,947.67 1.25 AMOUNT

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS

82.29 59.68 45.95

HOURLY RATE

82.29 119.36 551.44

753.08 AMOUNT

225.92

225.92 979.00 1.25 783.20 AMOUNT

UNIT COST

3,628.64 68.50

2,576.33 4,246.97 341.17

PM-93

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS

7,164.47 7,947.67

UNIT COST/ pc OUTPUT/ HR: HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

225.31 145.84 305.04 1,065.00

2,456.10 249.82 AMOUNT

82.29 119.36 183.81

385.46 AMOUNT

225.31 145.84 305.04 532.50

1,208.70 1,594.15 5.00 318.83 AMOUNT

UNIT COST PM-94

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS

60.00 250.00 750.00 616.67 847.12 840.00

7.99 128.25 22.28 29.97 897.95 1,050.84

2,137.27 2,456.10

UNIT COST/ pc OUTPUT/ HR: HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

225.31 145.84 315.25 PM-95

2,398.39 249.82 AMOUNT

82.29 119.36 183.81

385.46 AMOUNT

225.31 145.84 315.25

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS 390.85 1,065.00

390.85 532.50

1,609.75 1,995.20 5.00 399.04 AMOUNT

UNIT COST

60.00 250.00 750.00 616.67 55.00 847.12

798.66 152.80 25.13 25.84 8.86 892.86 95.21

1,999.35 2,398.39

UNIT COST/ pc OUTPUT/ HR: HOURLY RATE

82.29 59.68 45.95

PM-96

2,171.99 249.82 AMOUNT

82.29 119.36 183.81

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS

HOURLY RATE

385.46 AMOUNT

225.31 145.84 305.04 532.50

225.31 145.84 305.04 1,065.00

1,208.70 1,594.15 5.00 318.83 AMOUNT

UNIT COST

60.00 250.00 750.00 616.67 847.12 840.00

15.98 106.88 18.56 24.98 804.76 882.00

1,853.16 2,171.99

DIRECT UNIT COST/M2 OUTPUT/ HR: PM-97

390.07 249.82

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

1,833.00 1,214.73 1,184.00 2,185.94 1,352.00 2,145.11 1,065.00

AMOUNT

82.29 358.07 275.72

716.08 AMOUNT

1,833.00 1,214.73 1,184.00 2,185.94 2,704.00 2,145.11 1,065.00 71.61 12,403.39 13,119.46 249.82 52.52 AMOUNT

UNIT COST

60,923.00 452.38 371.00 250.00 PM-98

283.90 16.34 6.48 0.15

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

BASIC PRICE ANALYSIS 30.69

337.55 390.07

PM-99

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819

UNIT PRICE ANALYSIS PAY ITEM NO. : A.1.1(a) DESCRIPTION : Provision of Field Office, and Living Quarters for the Engineers on Rental Basis

DESCRIPTION

Rental of four (4) bedroom residential building with at least two (2) toilet and bath

A-1

UNIT

QTY.

mo.

1.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819

UNIT PRICE ANALYSIS

TOTAL ESTIMATED DIRECT COST (MONTHLY) OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% ) PROFIT ( 8% ) VALUE ADDED TAX ( 12% ) TOTAL UNIT COST

PAY ITEM NO. : A.1.1(b) DESCRIPTION : Provision of Furnitures, Fixtures, Office Equipment and Appliances for the Rented Field Office, and Living Quarters for the Engineer (Schedule A & B) DESCRIPTION

DIRECT UNIT COST/L

UNIT

QTY.

Schedule A - Furniture/ Fixtures, Equipment and Appliances for Field Office Office Table, KD Tanguile, dark brown non-gloss varnish, 60cm x 120cm, 3 drawers on one side and one center drawer, provided with locks and keys or equivalent

each

4.00

Swivel chairs on rollers, padded with back and armrest to match office desk

each

4.00

Conference Table, KD Tanguile, dark brown, non-gloss varnish, 140cm x 240cm x 32cm deep with shelves or equivalent

each

1.00

Bookshelf, KD Tanguile, dark brown non-gloss varnish 120cm x 240cm with 5 shelves, 32cm deep or equivalent

each

2.00

Steel filing cabinet, 4 drawers, fire resistant,

each

1.00

A-2

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819

UNIT PRICE ANALYSIS with lock and keys Office Copier machine, plain paper, capable of accomodating A3 size paper with reduction and enlarging function

unit

1.00

Air Conditioning unit, window type with timer complete with standard accessories 1.0hp which will operate on 220V AC

unit

1.00

Intercore i5-2500 k-3.3.ghz(latest model), Intel boards USB Ports, 8 GB RAM Memory, 320 GB SATA 7200 rpm hard disk drive, UPS with AVR (A.P.C.) DVD/CD-RW Combo drive, 17/15" flat screen color monitor, midtower casing with 300-W P.S. dust cover. PS2 keyboard & Optical wheel mouse. ALTEC Lansing Speaker with surround and Sub (latest model) modem riser card. Fast Internet Land card, 10 base - T LAN Twist-Pair Straight Cable 10m length with connectors

set

1.00

Laptop Computer (mid-range) Note : (Specifications as required by MIS)

unit

1.00

Portable Projector with 3000 ANSI Lumens or equivalent

unit

1.00

Color Printer, A4 - A3 size paper capacity

unit

1.00

PAY ITEM NO. : A.1.1(b) DESCRIPTION : Provision of Furnitures, Fixtures, Office Equipment and Appliances for the Rented Field Office, and Living Quarters for the Engineer (Schedule A & B) DESCRIPTION

UNIT

QTY.

Laser Jet Printer

unit

1.00

Standard Computer Table with swivel chair

each

1.00

A-3

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819

UNIT PRICE ANALYSIS unit

1.00

set

2.00

Fire Extinguisher, 10lbs.

each

2.00

Wall Clock

each

1.00

Digital Camera, 10.0 mega pixels, zoom lens

unit

1.00

Stapler, Heavy Duty (125/24)

each

1.00

Three hole puncher

each

1.00

Exhaust fan (window type)

each

1.00

Magnetic Whiteboard, 1.50 m x 1.O m on roller stand usable both side Electric Stand Fan, 16" dia blade

A-4

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819

UNIT PRICE ANALYSIS

PAY ITEM NO. : A.1.1(b) DESCRIPTION : Provision of Furnitures, Fixtures, Office Equipment and Appliances for the Rented Field Office, and Living Quarters for the Engineer (Schedule A & B) DESCRIPTION

UNIT

QTY.

Schedule B - Furnitures/ Fixtures, Equipment and Appliances for the Living Quarter Single bed, 187cm long by 90 cm wide with 10cm thick foam rubber mattress or equivalent

each

4.00

Dining table for 6 persons, KD Tanguile, dark brown, non - gloss varnish with 6mm thick glass top or equivalent

unit

1.00

Sofa lounge chairs, with padded arm and backrest synthetic leather upholstery or equivalent

each

1.00

Air-conditioning unit, window type 0.75hp

unit

3.00

Refrigerator, 10 cu.ft.

each

1.00

Colored , TV 21"

set

1.00

DVD Player,

unit

1.00

Washing Machine, fully automatic with dryer

each

1.00

Two (2) Burner Gas Stove and regulator

unit

1.00

LPG Tank, 11kgs and contents

unit

1.00

Electric Air Pot, 3.5 liter capacity

each

1.00

Hot & Cold Water Dispenser

each

2.00

Set of kitchen ware for at least 6 persons consisting of

each

2.00

A-5

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819

UNIT PRICE ANALYSIS the following: spoons, forks, knives, cups & saucers, serving plates, place mats, ash trays, rice plates, pitchers, kitchen knives, bolos, casserole, frying pan, chopping board, kettle & canister Electric flat iron with temperature control and foldable ironing table with pad

set

1.00

UNIT

QTY.

a.) Living Quarter Polyester pillows, 30cm x 60cm x 15cm

pc

4.00

Pillow Cases, 40cm x 80cm

pc

8.00

Bed Sheets, Cotton, 150cm x 200cm

each

8.00

Blankets, cotton, 160cm x 200cm

each

8.00

PAY ITEM NO. : A.1.1(b) DESCRIPTION : Provision of Furnitures, Fixtures, Office Equipment and Appliances for the Rented Field Office, and Living Quarters for the Engineer (Schedule A & B) DESCRIPTION

Schedule B - Furnitures/ Fixtures, Equipment and Appliances for the Living Quarter

A-6

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819

UNIT PRICE ANALYSIS

TOTAL ESTIMATED DIRECT COST OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% ) PROFIT ( 8% ) VALUE ADDED TAX ( 12% ) TOTAL UNIT COST

PAY ITEM NO. : A.1.1(c) DESCRIPTION : Operate and Maintain Combined Rented Field Office, and Living Quarters for the Engineer ( Schedule C, D, E & F ) DESCRIPTION

UNIT

Schedule C A. Maintenance Staf A-7

QTY.

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819

UNIT PRICE ANALYSIS Watchman/ Security Guard Cook/ Maid

mo. mo.

2.00 1.00

mo. mo. mo.

1.00 2.00 1.00

mo. mo. mo.

1.00 1.00 1.00

Electronic Calculator, Scientific with at least 12-digit display

each

2.00

Stapler No. 35

each

2.00

Staple wire remover

each

2.00

Two(2) hole puncher

each

1.00

Tape Dispenser

each

2.00

SUB-TOTAL A B. Laboratory Personnel Laboratory Technician Laboratory Aide Office Personnel/ Support Staff

SUB-TOTAL B C. Miscellaneous Water Bill Electric Bill Telephone Bill SUB-TOTAL C

Sub-Total (Schedule D) Schedule D a.) Office Supplies (to be provided only on the 1st month)

A-8

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819

UNIT PRICE ANALYSIS

PAY ITEM NO. : A.1.1(c) DESCRIPTION : Operate and Maintain Combined Rented Field Office, and Living Quarters for the Engineer ( Schedule C, D, E & F ) DESCRIPTION

UNIT

QTY.

Incoming/ Outgoing Table Tray

each

4.00

Waste paper bin

each

2.00

Pencil Sharpener (table top)

each

1.00

Pair of Scissors, 190mm

each

2.00

Stamp Pad with ink

set

1.00

Field Book

pc.

6.00

Record Book (100 Leaves)

pc.

6.00

Mechanical Pencil 0.5mm

each

4.00

Heavy Duty Cutter

each

2.00

Toner (Laser Printer)

each

1.00

Cartridge (computer printer/ink), colored

each

1.00

USB, 4G

each

4.00

Steel Measuring Tape, 5m

each

2.00

Schedule D a.) Office Supplies (to be provided only on the 1st month)

A-9

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819

UNIT PRICE ANALYSIS

Sub - Total 1 Monthly Cost

PAY ITEM NO. : A.1.1(c) DESCRIPTION : Operate and Maintain Combined Rented Field Office, and Living Quarters for the Engineer ( Schedule C, D, E & F ) DESCRIPTION

UNIT

QTY.

Bond Paper, A4 size

ream

2.00

Copy paper, A3 size

ream

0.50

Bond Paper, Long Size

pad

1.00

Ballpen

each

6.00

Pentel Pen Assrtd Color

each

2.00

Eraser, Steadler

each

2.00

Schedule E b.) Office Supply (monthly)

A-10

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS each

Correction Fluid

Length = 11.819

2.00

Scotch Tape 19mm x 60mm

roll

2.00

Masking Tape 19mm

roll

2.00

Field Book

pc.

5.00

White Board Marker Asstd Color

each

2.00

Staple wire, 5000pcs per box, std size

box

0.25

Magic Tape, 19mm

box

2.00

Brown Envelope, Long

pc.

12.00

Brown Envelope, Short

pc.

12.00

Folder, Long

pc.

12.00

Folder, Short

pc.

12.00

Yellow Pad Paper

pad

2.00

Fastener

box

1.00

UNIT

QTY.

PAY ITEM NO. : A.1.1(c) DESCRIPTION : Operate and Maintain Combined Rented Field Office, and Living Quarters for the Engineer ( Schedule C, D, E & F ) DESCRIPTION

A-11

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819

UNIT PRICE ANALYSIS Schedule E b.) Office Supply (monthly) Marker, (stabilo)

pc.

3.00

Paper Glue

bot.

2.00

Pencil Lead, 0.5mm

tube

2.00

Cartridge (computer printer/ink), colored

roll

1.00

Cartridge (computer printer/ink), black & white

roll

2.00

Toner (Laser Printer)

set

0.50

roll

12.00

Insect Spray (Aerosol), 100ml

each

0.50

Incandescent Bulb, 60 - 100W

each

0.50

Flourescent Tube, 20 - 40W

each

0.50

Toilet Soap, family size

each

2.00

Floor Mop Rug

each

0.50

Rubbing Alcohol

each

2.00

Floor Polisher (wax)

each

0.25

Dutch cleanser

bot.

1.00

pc

0.25

Sub - Total 2 Schedule F c.) Consumable Items for Field Office (Monthly) Toilet Paper, 2-ply

Dust Pan A-12

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819

UNIT PRICE ANALYSIS

PAY ITEM NO. : A.1.1(c) DESCRIPTION : Operate and Maintain Combined Rented Field Office, and Living Quarters for the Engineer ( Schedule C, D, E & F ) DESCRIPTION

UNIT

QTY.

Broom

each

0.50

Purified Water, ( 5 gals. Cap.)

each

2.00

Schedule F c.) Consumable Items for Field Office (Monthly)

Sub -Total (3)

A-13

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819

UNIT PRICE ANALYSIS

TOTAL ESTIMATED DIRECT COST (MONTHLY) OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% ) PROFIT ( 8% ) VALUE ADDED TAX ( 12% ) TOTAL UNIT COST

PAY ITEM NO. : A.1.2(a) DESCRIPTION : Provide One (1) unit, 4 x 2 Pick-up Type, Double Crew cab, 2500cc Displacement, Diesel with factory installed air conditioner and car accessories , of latest model ( Rental ) DESCRIPTION

PICK-UP, 4 X 2, 2.5 J Diesel MT (Rental) ( Manual Transmission, 2.5 li. Engine, diesel )

A-14

DIRECT COST/ VEH/ MO

UNIT

QTY.

each

1.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819

UNIT PRICE ANALYSIS

TOTAL ESTIMATED DIRECT COST (MONTHLY) OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% ) PROFIT ( 8% ) VALUE ADDED TAX ( 12% ) TOTAL UNIT COST

PAY ITEM NO. : A.1.2(b) DESCRIPTION : Operate and Maintain 4 x 2WD Pick-up type, Double Crew Cab, Rented Service Vehicle for the Engineer, (1 unit) DESCRIPTION

UNIT A-15

DIRECT COST/ VEH/ MO

QTY.

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819

UNIT PRICE ANALYSIS

Operation Cost

mo.

RFO = RFM + Fuel Cost + Lube Cost + VAT Given: Fuel Cost = 20 liters per day Lube Cost = 20% (Fuel Cost) Operator's Wage = rate/hour RFM = 413.41/ hour VAT = 12% of RFO RFO = RFM + Fuel Cost + Lube Cost + VAT RFO / hour = RFO/ day* = RFO/ month** =

* considered 8 hrs operation per day ** considered 22 days operation per month

A-16

1.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819

UNIT PRICE ANALYSIS

TOTAL ESTIMATED DIRECT COST (MONTHLY) OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% ) PROFIT ( 8% ) VALUE ADDED TAX ( 12% ) TOTAL UNIT COST

PAY ITEM NO. : A.1.3(a) DESCRIPTION : Provision, Operation and Maintainance Survey Instruments and Apparatus for the Assistance to the Engineer , (Brand new) DESCRIPTION

UNIT

QTY.

TOTAL STATION - 30x telescope magnification, 5~10 seconds angle accuracy, minimum reading 1"~10", dual-axis compensator, built-in memory capacity of 4000~10000 points, 50m (minimum) prismless measuring mode, complete with standard accessories, aluminum tripod, four(4) single tilting prisms

set

1.00

Automatic Level, magnification 30x, with built-in compensator, erect image telescope, complete with standard accessories, aluminum tripod, two(2) - 5meters aluminum leveling rods

set

1.00

50-meter tape

each

1.00

Index pocket steel tape, 5 meters with stop locking system

each

1.00

Index pocket steel tape, 3 meters with stop locking system

each

2.00

Claw hammer

each

2.00

Schedule G - Survey Instruments/ Apparatus

A-17

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS each

Surveyor's Umbrella, Nylon Fabric

Length = 11.819

1.00

TOTAL ESTIMATED DIRECT COST (MONTHLY) OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% ) PROFIT ( 8% ) VALUE ADDED TAX ( 12% ) TOTAL UNIT COST

PAY ITEM NO. : A.1.3(b) DESCRIPTION : Provision of Survey Personnel (Schedule H) DESCRIPTION

UNIT

QTY.

man-mo man-mo man-mo man-mo

1.00 1.00 3.00 1.00

Schedule H a. Survey Personnel Surveyor Instrumentman Survey Aide Auto Cadd Operator Sub - Total A

A-18

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819

UNIT PRICE ANALYSIS b. Maintenance Maintenance Cost, etc.

l.s./mo.

1.00

TOTAL ESTIMATED DIRECT COST (MONTHLY) OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% ) PROFIT ( 8% ) VALUE ADDED TAX ( 12% ) TOTAL UNIT COST

PAY ITEM NO. : A.1.4 DESCRIPTION : Progress Photographs

DIRECT UNIT COST/ SE

DESCRIPTION

UNIT A-19

QTY.

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

Developing, 3R size Chips Batteries

pc. pc. pc.

60.00 0.001 2.00

Cost/ Photographs =

pc.

10.00

Set (10 pcs./set)

pc.

10.00

A-20

Length = 11.819

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF T PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJE PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

TOTAL ESTIMATED DIRECT COST (MONTHLY) OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% ) PROFIT ( 8% ) VALUE ADDED TAX ( 12% ) TOTAL UNIT COST

A-21

Length = 11.819

ED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE OMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X ALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS DIRECT UNIT COST/ M

UNIT RATE (Pesos)

15,000.00

TOTAL COST (Pesos)

15,000.00

A-22

15,000.00

ED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE OMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X ALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

15,000.00 1,200.00 1,944.00 18,144.00

DIRECT UNIT COST/LS: 575,817.00

UNIT RATE (Pesos)

TOTAL COST (Pesos)

7,950.00

31,800.00

3,487.00

13,948.00

26,965.00

26,965.00

3,486.00

6,972.00

13,450.00

13,450.00

A-23

ED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE OMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X ALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

105,000.00

105,000.00

17,000.00

17,000.00

35,000.00

35,000.00

40,000.00

40,000.00

25,000.00

25,000.00

15,000.00

15,000.00

UNIT RATE (Pesos)

TOTAL COST (Pesos)

6,000.00

6,000.00

2,500.00

2,500.00

A-24

ED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE OMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X ALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 1,990.00

1,990.00

1,800.00

3,600.00

2,490.00

4,980.00

300.00

300.00

10,000.00

10,000.00

75.00

75.00

600.00

600.00

1,199.00

1,199.00

A-25

ED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE OMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X ALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

UNIT RATE (Pesos)

TOTAL COST (Pesos)

4,995.00

19,980.00

11,990.00

11,990.00

40,000.00

40,000.00

15,000.00

45,000.00

17,980.00

17,980.00

14,975.00

14,975.00

2,990.00

2,990.00

10,000.00

10,000.00

3,000.00

3,000.00

2,000.00

2,000.00

1,500.00

1,500.00

4,490.00

8,980.00

15,000.00

30,000.00

A-26

ED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE OMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X ALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

495.00

UNIT RATE (Pesos)

495.00

TOTAL COST (Pesos)

247.00

988.00

72.00

576.00

198.00

1,584.00

300.00

2,400.00

A-27

ED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE OMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X ALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

575,817.00 46,065.36 74,625.88 696,508.24

DIRECT UNIT COST/ M

UNIT RATE (Pesos)

112,672.25

TOTAL COST (Pesos)

A-28

ED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE OMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X ALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 11,004.20 9,190.58

22,008.40 9,190.58 31,198.98

13,749.33 11,004.20 11,004.20

13,749.33 22,008.40 11,004.20

46,761.93

2,000.00 20,000.00 1,000.00

2,000.00 20,000.00 1,000.00 23,000.00

100,960.91

1,500.00

3,000.00

75.00

150.00

23.00

46.00

485.00

485.00

148.00

296.00

A-29

ED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE OMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X ALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

UNIT RATE (Pesos)

TOTAL COST (Pesos)

448.00

1,792.00

35.00

70.00

495.00

495.00

148.00

296.00

148.00

148.00

85.00

510.00

100.00

600.00

180.00

720.00

35.00

70.00

3,500.00

3,500.00

1,500.00

1,500.00

300.00

1,200.00

150.00

300.00

A-30

ED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE OMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X ALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

15,178.00 1,897.25

UNIT RATE (Pesos)

TOTAL COST (Pesos)

250.00

500.00

998.00

499.00

35.00

35.00

10.00

60.00

35.00

70.00

250.00

500.00

A-31

ED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE OMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X ALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 37.00

74.00

35.00

70.00

35.00

70.00

85.00

425.00

50.00

100.00

45.00

11.25

75.00

150.00

3.08

36.96

2.50

30.00

6.50

78.00

5.67

68.04

30.00

60.00

58.00

58.00

UNIT RATE (Pesos)

TOTAL COST (Pesos) A-32

ED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE OMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X ALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

35.00

105.00

50.00

100.00

20.00

40.00

1,500.00

1,500.00

1,195.00

2,390.00

3,500.00

1,750.00

8,780.25

15.00

180.00

148.00

74.00

60.00

30.00

145.00

72.50

33.17

66.34

148.00

74.00

85.00

170.00

548.00

137.00

95.00

95.00

148.00

37.00

A-33

ED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE OMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X ALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

UNIT RATE (Pesos)

TOTAL COST (Pesos)

148.00

74.00

12.00

24.00

1,033.84

A-34

ED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE OMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X ALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

112,672.25 9,013.78 14,602.32 136,288.35

DIRECT COST/ VEH/ MO:

UNIT RATE (Pesos)

47,000.00

TOTAL COST (Pesos)

47,000.00

A-35

47,000.00

ED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE OMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X ALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

47,000.00

5,640.00 52,640.00

DIRECT COST/ VEH/ MO:

UNIT RATE (Pesos)

40,149.11

TOTAL COST (Pesos) A-36

ED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE OMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X ALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

40,149.11

120.00 24.00 59.68 24.44 228.12 228.12 1,824.96 40,149.11

A-37

40,149.11

ED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE OMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X ALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

40,149.11

4,817.89 44,967.01

DIRECT UNIT COST/ M

UNIT RATE (Pesos)

450,317.16

TOTAL COST (Pesos)

421,400.00

421,400.00

25,088.33

25,088.33

1,045.50

1,045.50

530.00

530.00

350.00

700.00

600.00

1,200.00

A-38

ED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE OMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X ALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 353.33

353.33

450,317.16 36,025.37 58,361.10 544,703.64

DIRECT UNIT COST/ M UNIT RATE (Pesos)

85,424.74 TOTAL COST (Pesos)

25,000.00 13,984.95 10,145.83 15,002.31

25,000.00 13,984.95 30,437.48 15,002.31 84,424.74

A-39

ED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE OMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X ALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

1,000.00

1,000.00

85,424.74 6,833.98 11,071.05 103,329.76

DIRECT UNIT COST/ SET QUANTITY/ UNIT: UNIT RATE A-40

4,826.67 TOTAL COST

ED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE OMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X ALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS (Pesos)

(Pesos)

6.00 2,800.00 90.00

360.00 2.80 180.00

48.27

482.67

482.67

4,826.67

A-41

ED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE OMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X ALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

4,826.67 386.13 625.54 5,838.34

A-42

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS PAY ITEM NO. : B.1 DESCRIPTION : CONSTRUCTION SAFETY AND HEALTH PROGRAM ITEM NO.

DESCRIPTION

DIRECT UNIT COST/LS : OUTPUT :

UNIT

QTY.

UNIT RATE (Pesos)

month month month

8.00 8.00 8.00

35,000.00 25,000.00 25,000.00

pc pc pair pair pair pair pc pair

110.00 110.00 80.00 10.00 10.00 10.00 10,560.00 110.00

265.00 1,400.00 650.00 680.00 725.00 780.00 50.00 150.00

A. LABOR Safety Engineer First Aider Safety Practitioner

TOTAL A B. EQUIPMENT

TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C

SG001 SG006 SG011 SG012 SG013 SG014 SG016 SG018

E. MATERIALS Usage good for 6 months Hard Hat, Blue Eagle Pin Lock Type Safety Shoes, Panoply, Jets1p Low Cut Rain Coats Jacket and Pants Yellow, med&Large Rain Coats Jacket and Pants Yellow, xLarge Rain Coats Jacket and Pants Yellow, xxLarge Rain Coats Jacket and Pants Yellow, xxxLarge Dust Mask Eye Goggles, Fox B-1

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS SG020 High Visibility Vest

pc

110.00

180.00

TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : B.2 DESCRIPTION : STANDARD PROJECT INFORMATION SIGN ITEM NO.

DESCRIPTION

DIRECT UNIT COST/EA : OUTPUT:

UNIT

QTY.

UNIT RATE (Pesos)

hr. hr. hr.

1 1 4

75.52 59.68 45.95

hr.

1

712.00

A. LABOR L02 L07 L09

Leadman Skilled Laborer Unskilled Laborer Total Man-hours = 6 hours

TOTAL A B. EQUIPMENT E120a

Cargo Truck, 2 - 5 M.T. Minor Tools (10% of labor)

TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C B-2

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

E. MATERIALS Project Info Billboard - Tarpulin CM035 Coco Lumber CM027 Marine Plywood, (12.5mm or 1/2")

sq.m. bd.ft. pc

2.88 42.37 1.00

182.89 15.00 710.00

Miscellaneous (10% of Above)

TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : B.3 DESCRIPTION : TRAFFIC CONTROL AND MANAGEMENT DURING CONSTRUCTION ITEM NO.

DESCRIPTION

DIRECT UNIT COST/LS : OUTPUT

UNIT

QTY.

UNIT RATE (Pesos)

man-mo.

32.00

11,935.71

hr.

64

712.00

A. LABOR 4 - Traffic Aide

TOTAL A B. EQUIPMENT E120a

Cargo Truck, 2 - 5 M.T.

B-3

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C E. MATERIALS Traffic road signs

l.s.

1.00

ea ea ea lm ea pc

10 10 100 100 10 8

263,000.00

Recapitrulation : 1). Warning Signs 2). Guide Signs 3). Traffic Cone 4). G.I. Barricade w/ Warning Lights 5). Traffic Flag 6). Reflectorized Vest Sub- Total = TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

( 6% OF F)

PAY ITEM NO. : B.4 DESCRIPTION : ENVIRONMENTAL MANAGEMENT AND MONITORING ITEM NO.

DESCRIPTION

6,200.00 7,550.00 500.00 700.00 150.00 500.00

DIRECT UNIT COST/LS : OUTPUT :

UNIT

QTY.

UNIT RATE (Pesos)

mo. mo.

8 48

30,000.00 5,000.00

A. LABOR Environmental Officer Community Monitoring Team (6 members @ P5,000.00 each)

B-4

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

TOTAL A B. EQUIPMENT

TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C E. MATERIALS Consumables for Reporting and Monitoring Routine Periodic Monitoring (air/noise) Information, Education and Communication

mo. mo. mo.

TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

B-5

8 8 8

16,000.00 22,500.00 15,000.00

ATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

M - 13 SAYRE HIGHWAY, REGION X BALAY - CABANGLASAN ROAD SECTION 510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 1,465,000.00 1.00 TOTAL COST (Pesos)

280,000.00 200,000.00 200,000.00

680,000.00

0.00 680,000.00 1.00 680,000.00

29,150.00 154,000.00 52,000.00 6,800.00 7,250.00 7,800.00 528,000.00 16,500.00 B-6

ATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

M - 13 SAYRE HIGHWAY, REGION X BALAY - CABANGLASAN ROAD SECTION 510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 19,800.00 785,000.00 1,465,000.00 117,200.00 189,864.00 1,772,064.00

2,489.87 2.00 TOTAL COST (Pesos)

75.52 59.68 183.81

135.20

712.00 13.52

725.52 860.72 2.00 430.36 B-7

ATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

M - 13 SAYRE HIGHWAY, REGION X BALAY - CABANGLASAN ROAD SECTION 510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

526.73 635.55 710.00 187.23

2,059.51 2,489.87 199.19 322.69 3,011.74

690,510.67 1.00 TOTAL COST (Pesos)

381,942.67

381,942.67

45,568.00

B-8

ATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

M - 13 SAYRE HIGHWAY, REGION X BALAY - CABANGLASAN ROAD SECTION 510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

45,568.00 427,510.67 1.00 427,510.67

263,000.00

62,000.00 75,500.00 50,000.00 70,000.00 1,500.00 4,000.00 263,000.00 263,000.00 690,510.67 55,240.85 89,490.18 835,241.70

908,000.00 1.00 TOTAL COST (Pesos)

240,000.00 240,000.00

B-9

ATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

M - 13 SAYRE HIGHWAY, REGION X BALAY - CABANGLASAN ROAD SECTION 510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

480,000.00

0.00 480,000.00 1.00 480,000.00

128,000.00 180,000.00 120,000.00

428,000.00 908,000.00 72,640.00 117,676.80 1,098,316.80

B-10

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Item No.

Pay Item Description

Length = 11.819 K

Unit Part C

100(1) 100(5)a 100(5)b 101(1) 101(2)a 101(2)b 101(2)c 101(3)a 101(3)b.1 101(3)c 101(3)d 101(3)b SPL101(3)a SPL101(3)b SPL101(3)c

Clearing and Grubbing Individual Trimming of Trees (Small) 900mm Ø and below Individual Trimming of Trees (Large) 900mmØmm and above Removal of Structures and Obstruction (Structures such as illegal houses, pig pens, chicken cages, etc)

ha. each each

Removal of Existing Headwall/Wingwall and Apron (Inlet/Outlet structures of RCPC) Removal of Existing Road Signs Removal of Existing Kilometer Post

each

Removal of Existing PCC Pavement for reblocking at Intermittent Section Removal of Existing AC Pavement Removal of Existing Gravel Course Thk =100mm Removal of Existing Base Course Thk =150mm Removal of Existing AC Pavement By ROTO Milling Scarify Existing AC Pavement Shot Blasting Air Blasting

l.s.

each each sq.m. sq.m. cu.m. cu.m. sq.m. sq.m. sq.m. sq.m. sq.m.

101(3)f

Removal of Debris, Rocks and Other Obstructions such as rocks, construction matls. . Etc (Heavy Matls) Removal of Debris and Other Obstructions such as debris, garbage, weeds, (Light Matl)

101(3)g 101(4)a 101(4)b 101(5) 101(6) 101(7) 102(4) 103(1)a 103(1)b 103(2)c 103(3) 103(6) 104(1) 104(5) 104(6) 105(1) 105(2)

Removal of Existing Concrete Deck Slab Removal of Existing RC Pipe Culvert (910mmØ and below) Removal of Existing RC Pipe Culvert, 1070mm Ø and above Removal of Existing Metal Beams Guardrails Removal of Existing Stone Masonry (Guardwall Block) Removal of Existing Grouted Riprap (Lined Ditch Canal) U-Type Surplus Unclassified Excavation ( Existing Sub-base ) Structure Excavation Structure Excavation, Common Material for Concrete Post River Bed Channel Excavation Foundation Fill Pipe Culverts and Drain Excavation Embankment From Common Borrow Excavation Backfill (Structural) Granular Bedding Subgrade Preparation, (Common Materials) Subgrade Preparation (Existing Pavement)

sq.m. l.m. sq.m. l.m. l.m. l.m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. sq.m. sq.m.

101(3)e

sq.m.

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Item No. 105(3) SPL 105 200 201 202 300 301(1) 302(2) 309 310a 310b 310c 310d 310e 310f

Pay Item Description Subgrade Preparation, Common Material (at Widening) Crack and Seat Part D Aggregate Sub-Base Course Aggregate Base Course Crushed Aggregate Base Course Aggregate Surface Course, (Crushed) Part E Bituminous Prime Coat, ( MC-70 ) Bituminous Tack Coat, ( SS-1 ) Bituminous Plant Mix (Stockpile Maintenance Mixture) Bituminous Plant Mix Surface Course - General (50mm thk) Bituminous Plant Mix Surface Course - 45mm thk Bituminous Plant Mix Surface Course, 40mm thk Bituminous Plant Mix Surface Course, 35mm thk Bituminous Plant Mix Surface Course - General (50mm thk) at Shoulder Bituminous Plant Mix Surface Course - 45mm thk at Shoulder

Length = 11.819 K

Unit sq.m. sq.m. cu.m. cu.m. cu.m. cu.m. sq.m. sq.m. sq.m. sq.m. sq.m. sq.m. sq.m. sq.m. sq.m.

Part E cont… 310g 310h

Bituminous Plant Mix Surface Course, 40mm thk at Shoulder Bituminous Plant Mix Surface Course, 35mm thk at Shoulder

sq.m. sq.m.

311(1)a

Portland Cement Concrete Pavement, 100 mm thk. Plant Mixed 3,500psi Overlay

sq.m.

311(1)b

Portland Cement Concrete Pavement, 150 mm thk. Plant Mixed 3,500psi - Overla

sq.m.

311(1)c

Portland Cement Concrete Pavement, 200 mm thk. Plant Mixed 3,500psi - Overla

sq.m.

311(1)d

Portland Cement Concrete Pavement, 230 mm thk. Plant Mixed 3,500psi Overlay

sq.m.

311(1)e

Portland Cement Concrete Pavement, 250 mm thk. Plant Mixed 3,500psi Overlay

sq.m.

311(1)f

Portland Cement Concrete Pavement, 280 mm thk. Plant Mixed 3,500psi Overlay

sq.m.

311(1)g

Portland Cement Concrete Pavement, 300 mm thk. Plant Mixed 3,500psi overlay

sq.m.

311(1)h

Portland Cement Concrete Pavement, 310 mm thk. Plant Mixed 3,500psi Overlay

sq.m.

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Item No.

Pay Item Description

Length = 11.819 K

Unit

311(1)i

Portland Cement Concrete Pavement, 230 mm thk. Exist Plant Mixed 3,500psi Re-Blocking

sq.m.

311(1)j

Portland Cement Concrete Pavement, 250 mm thk. Exist Plant Mixed 3,500psi Re-Blocking

sq.m.

311(1)k

Portland Cement Concrete Pavement, 280 mm thk. Exist. Plant Mixed 3,500psi Re-Blocking

sq.m.

311(1)l

Portland Cement Concrete Pavement, 300 mm thk. Exist. Plant Mixed 3,500psi Re-Blocking

sq.m.

Concrete Joint Sealant (Hot- Poured Elastic Type) for Cracks / Joints Bituminous Seal Coat (for Cracks / Joints ) Epoxy Sealing on PCCP

kgs. tonne l.m.

613(1) SPL303(a) SPL303(b)

Part F 401 404(1) 405(1)a 405(1)b SPL 405(6)a SPL 405(6)b SPL 405(7)a SPL 405(7)b SPL 405(7)c 409 411(a) 411(b) 412 413 SPL 415 517

404(1)a 405(1)c 405(2) 407(1)b 500(1)

Railing (Reinforced Concrete) Reinforcing Steel Bars, GR. 40 Structural Concrete, Class "A" for Bridge Structure Structural Concrete, Class "A" for Foundation Plastering Cement Mortar 3/8", 10mm Plastering Cement Mortar, 4mm thk Epoxy Injection Epoxy Concrete Epoxy Concrete, (Mortar) Welded Structural Steel Application of Anti-Corrosive Paints ( to Steel Members ) Application of Paints to Concrete Elastomeric Bearing Pad, Thickness = 30mm, Duro 60 Preformed Sponge Rubber or Cork with Sealant, Thickness=12mm. Water Proofing Metal Drain Pipe, G.I. Pipe, 150mm diameter, Sched 40

l.m. kg. cu.m. cu.m. sq.m. sq.m. cu.m. cu.m. cu.m. kg. sq.m. sq.m. each sq.m. sq.m. each

Part G Reinforcing Steel Bars, GR. 40 for Drainage Structures Structural Concrete, Class "A" for Drainage Structures Structural Concrete, Class "B" Lean Concrete (Drainage Structures) Reinforced Concrete Pipe Culvert 910mm Ø Class IV

kg. cu.m. cu.m. cu.m. l.m.

Part G …cont

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Item No. 500(2) 500(3) SPL 502(10) 504(1)a 504(3)a 504(3)b 504(4)a 504(4)b 504(4)c 504(5) 505(5) 505(10) 506 507 508 508(2) 511(1) 511(2) 600(1) 600(3) 601 602(2) 602(3) 603(3)a 603(3)a.1 603(3)a.2 603(3)a.3 603(3)b 603(3)c 603(5) 605(1)a 605(1)b 605(2)a 605(3)a 605(3)b 605(3)c 605(3)d 606 607(2)

Pay Item Description Reinforced Concrete Pipe Culvert 1070mm Ø Class IV Reinforced Concrete Pipe Culvert 1220mm Ø Class IV Reinforced Concrete Lined-Ditch Canals w/ Cover Remove, Stockpile, Clean Salvaged RCPC, 910mm Ø and Below Cleaning of Existing RCPC, 910mm Ø and Below, In Place Cleaning of Existing RCPC, 1070mm Ø and Below, In Place Cleaning/Reconditioning of Existing RCBC, Single Barrel Cleaning/Reconditioning of Existing RCBC, Double Barrel Cleaning/Reconditioning of Existing RCBC, Triple Barrel Cleaning of Existing Lined-Ditch Canals Grouted Riprap, Class "A" Grouted Riprap, Lined-Ditch Canal (U-Type) Stone Masonry (Guardwall Block) Rubble Concrete Hand-Laid Rock Embankment Hand-Laid Rock Embankment, Dumpstone Gabions Mattress Part H Concrete Curb, (Cast In-Place) Concrete Curb and Gutter, (Cast In-Place) Concrete Sidewalk Maintenance Marker Post (Furnish and Install) Kilometer Post (Furnish and Install) Metal (Flex) Beam Guardrail Including Concrete Post Metal (Flex) Beam Guardrail Including Concrete Post Repainting of Existing Metal Beam Guardrail Re-Installation of Existing Metal Beam Guardrail Metal (Flex) Beam Guardrail, End Piece Painting of Concrete Post for Metal Beam Guardrail Concrete Post for Metal (Flex) Beam Guardrail Install Warning Sign, Triangular Install Warning Sign, Trapezoidal Install Regulatory Sign, Round, 60cmØ Install Informatory Sign, 1500mm x 1000mm Informatory Sign, 800mm x 1500mm Informatory Sign, 1000mm x 980mm Informatory Sign, 1200mm x 1000mm Reflectorized Markings, ( Pre-mix ) Painting Reflectorized Pavement Studs (Raised Profile Type)

Length = 11.819 K

Unit l.m. l.m. l.m. l.m. l.m. l.m. l.m. l.m. l.m. l.m. cu.m. l.m. cu.m. cu.m. cu.m. cu.m. cu.m. cu.m. l.m. l.m. sq.m. each each l.m. l.m. l.m. l.m. each sq.m. pc each each each each each each each sq.m. each

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF TH PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJEC PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Item No. 612(1) 612(2) 612(3) 618 620 622(1) SPL 1

Pay Item Description Reflectorized Thermoplastic , Pavement Markings (White) Reflectorized Thermoplastic , Pavement Markings (Yellow) Reflectorized Thermoplastic , Pavement Markings (Pedestrian) Rumble Strip Chevron Signs Coco-Net Service Level Billboards (Furnish and Install)

Length = 11.819 K

Unit sq.m. sq.m. sq.m. sq.m. each each each

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

Direct Cost

Unit Cost

Part C 102,454.06 2,882.55 2,882.55

130,813.34 3,680.44 3,680.44

77,841.48

99,388.00

2,528.70

3,228.65

136.90 185.65

174.80 237.04

156.66

200.02

89.51 179.01 119.34 179.25 70.62 17.08 13.64

114.28 228.56 152.37 228.87 90.17 21.81 17.41

227.39

290.33

76.14

97.22

3,659.78 986.32 929.56 42.58 60.83 256.63 148.02 243.36 590.14 170.87 797.60 243.36 340.83 157.51 525.79 8.73 17.15

4,672.81 1,259.33 1,186.86 54.36 77.66 327.67 188.99 310.72 753.49 218.17 1,018.38 310.72 435.17 201.10 671.33 11.15 21.90

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

Direct Cost

Unit Cost

14.42 63.64

18.41 81.25

499.61 529.55 550.90 623.16

637.90 676.13 703.39 795.65

72.87 33.56 903.06 773.03 665.84 594.96 517.14 794.82 685.21

93.04 42.85 1,153.02 987.00 850.15 759.64 660.28 1,014.83 874.88

612.39 532.08

781.90 679.36

1,199.37

1,531.36

1,199.37

1,531.36

1,533.69

1,958.22

1,840.50

2,349.95

1,842.51

2,352.51

2,106.82

2,689.99

2,415.03

3,083.51

2,522.02

3,220.11

Part D

Part E

Part E cont…

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

Direct Cost

Unit Cost

1,780.73

2,273.64

2,042.19

2,607.47

2,380.82

3,039.84

2,487.00

3,175.41

1,361.15 141.35 78.01

1,737.92 180.47 99.60

2,367.41 71.99 7,099.17 5,139.32 114.94 117.83 574,934.67 3,105.87 5,700.15 346.06 386.50 278.58 6,360.27 2,041.92 102.39 4,446.81

3,022.70 91.92 9,064.22 6,561.89 146.76 150.44 734,076.59 3,965.57 7,277.95 441.84 493.48 355.69 8,120.79 2,607.12 130.73 5,677.69

70.20 5,659.11 5,179.94 2,182.83 4,609.85

89.63 7,225.56 6,613.75 2,787.04 5,885.86

Part F

Part G

Part G …cont

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

Direct Cost

Unit Cost

5,924.80 7,396.41 6,129.61 1,737.65 496.33 744.50 3,659.36 6,589.12 6,993.50 181.63 2,046.57 1,019.70 2,954.03 2,807.36 798.33 719.66 1,551.60 2,227.08

7,564.78 9,443.74 7,826.29 2,218.64 633.72 950.58 4,672.27 8,412.98 8,929.30 231.91 2,613.06 1,301.95 3,771.71 3,584.43 1,019.30 918.86 1,981.08 2,843.53

506.70 710.82 665.22 1,398.52 3,055.84 2,980.21 3,089.60 203.52 426.49 1,498.41 126.01 2,559.92 15,848.55 15,858.79 15,454.05 38,116.53 41,867.63 16,994.70 16,994.70 691.65 866.48

646.96 907.57 849.35 1,785.63 3,901.70 3,805.14 3,574.05 259.85 544.54 1,913.17 160.89 3,268.51 20,235.43 20,248.50 19,731.73 48,667.18 53,456.59 21,698.83 21,698.83 883.09 1,106.32

Part H

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

Direct Cost 565.00 565.00 565.00 541.62 14,001.49 241.58 2,356.79

Unit Cost 721.40 721.40 721.40 691.53 17,877.10 308.45 3,009.15

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS PAY ITEM NO. : 100(1) DESCRIPTION : Clearing and Grubbing REF. NO.

DIRECT UNIT COST/HA. OUTPUT / HR.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 4

1 1

NO. OF UNITS

NO. OF HOUR

1 1 1 2

1 1 1 1

UNIT

QUANTITY

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

82.29 45.95

Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E102 E106 E109 E117

Crawler Dozer, D65A-8, 155hp Wheel Loader, 1.5 cu.m., Motor Grader, 135hp, komatsu, GD511R-1 Dump Truck, 9.0 cu.m.

4,821.70 2,145.11 2,357.58 1,352.00

Assumed : 150mm cut (Stripping) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

C-1

UNIT COST

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 100(5)a Individual Trimming of Trees (Small) 900mm Ø and below DESCRIPTION: REF. NO.

DESIGNATION

DIRECT UNIT COST/EA. OUTPUT / HR.

NO. OF PERSON

NO. OF HOUR

1 1 2

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1

1 1 1

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

82.29 59.68 45.95

Total Man-hours = 4 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E120a E408 E122

Cargo Truck, 2 - 5 M.T. Chainsaw with Blade Truck, with Boom

Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C-2

712.00 329.29 1,384.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

m

20

UNIT COST

E. MATERIALS SM206

Rope, (1" diameter)

10.00

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 100(5)b DESCRIPTION: Individual Trimming of Trees (Large) 900mmØmm and above REF. NO.

DESIGNATION

DIRECT UNIT COST/EA. OUTPUT / HR.

NO. OF PERSON

NO. OF HOUR

1 1 2

1 1 1

NO. OF UNITS

NO. OF HOUR

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

82.29 59.68 45.95

Total Man-hours = 4 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT

C-3

HOURLY RATE

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

E120a E408 E122

Cargo Truck, 2 - 5 M.T. Chainsaw with Blade Truck, with Boom

UNIT PRICE ANALYSIS 1 1 1

1 1 1

Length = 11.819 Kms.

712.00 329.29 1,384.00

Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

m

20

UNIT COST

E. MATERIALS SM206

Rope, (1" diameter)

10.00

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 101(1) DIRECT UNIT COST/LS DESCRIPTION: Removal of Structures and Obstruction (Structures such as illegal houses, OUTPUT / HR. pig pens, chicken cages, etc) NO. OF REF. NO. DESIGNATION HOURLY RATE PERSON NO. OF HOUR A. LABOR L01

Foreman

1 C-4

8

82.29

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

L07 L09

Skilled Laborer Unskilled Laborer

UNIT PRICE ANALYSIS 1 2

Length = 11.819 Kms.

8 8

59.68 45.95

Total Man-hours = 32 hours

SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

1 2 1 1 1

8 8 8 8 8

UNIT

QUANTITY

set

0.10

HOURLY RATE

B. EQUIPMENT E108 E117 E107a E417 E402

Backhoe w/ pavement breaker, 1.50 cu.m. 320 Dump Truck, 9.0 cu.m. Backhoe Crawler, 0.80 cu.m. Cutting Outfit Air Compressor, 251-315 cfm

4,144.30 1,352.00 1,921.05 45.45 615.00

Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS

CM015

Acetylene/Oxygen (contents only)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) C-5

3,450.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 101(2)a DIRECT UNIT COST/EA. DESCRIPTION : Removal of Existing Headwall/Wingwall and Apron (Inlet/Outlet structures OUTPUT / HR. of RCPC) NO. OF NO. OF HOUR REF. NO. DESIGNATION HOURLY RATE PERSON A. LABOR L01 L09

Foreman Unskilled Laborer

1 2

1 1

NO. OF UNITS

NO. OF HOUR

1 1 1 1

0.125 0.50 0.50 1

UNIT

QUANTITY

82.29 45.95

Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E117 E402 E421 E108

Dump Truck, 9.0 cu.m. Air Compressor, 251-315 cfm Jack Hammer Backhoe w/ pavement breaker, 1.50 cu.m. 320

1,352.00 615.00 490.00 4,144.30

Minor Tools, (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

C-6

UNIT COST

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 101(2)b DESCRIPTION: Removal of Existing Road Signs REF. NO.

DIRECT UNIT COST/EA OUTPUT/ HR.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 2

1 1

NO. OF UNITS

NO. OF HOUR

1

0.50

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

82.29 45.95

Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E120a

Cargo Truck, 2 - 5 M.T.

Minor Tools, (10% of Labor Cost)

C-7

712.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

UNIT COST

E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 101(2)c DESCRIPTION: Removal of Existing Kilometer Post REF. NO.

DIRECT UNIT COST/EA OUTPUT/ HR.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 2

1 1

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

Total Man-hours = 3 hours

SUB - TOTAL A C-8

82.29 45.95

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

NAME AND CAPACITY

UNIT PRICE ANALYSIS NO. OF NO. OF HOUR UNITS

Length = 11.819 Kms.

HOURLY RATE

B. EQUIPMENT E120

Cargo Truck, 9 - 10 M.T.

1

0.50

UNIT

QUANTITY

1,102.00

Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 101(3)a DESCRIPTION: Removal of Existing PCC Pavement for reblocking at Intermittent Section REF. NO.

NO. OF PERSON

DESIGNATION A. LABOR C-9

NO. OF HOUR

DIRECT UNIT COST/SQ.M.

OUTPUT / HR. HOURLY RATE

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS L01 L09

Foreman Unskilled Laborer

1 2

1 1

NO. OF UNITS

NO. OF HOUR

1 1 1

1 1 1

UNIT

QUANTITY

82.29 45.95

Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E108 E106 E117

Backhoe w/ pavement breaker, 1.50 cu.m. 320 Wheel Loader, 1.5 cu.m., Dump Truck, 9.0 cu.m.

4,144.30 2,145.11 1,352.00

Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) C-10

UNIT COST

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 101(3)b.1 DESCRIPTION: Removal of Existing AC Pavement REF. NO.

DIRECT UNIT COST/SQ.M.

OUTPUT / HR.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 2

1 1

NO. OF UNITS

NO. OF HOUR

1 1 1

1 1 0.5

UNIT

QUANTITY

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

82.29 45.95

Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E106 E109 E117

Wheel Loader, 1.5 cu.m., Motor Grader, 135hp, komatsu, GD511R-1 Dump Truck, 9.0 cu.m.

2,145.11 2,357.58 1,352.00

Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

C-11

UNIT COST

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 101(3)b DESCRIPTION: Removal of Existing AC Pavement By ROTO Milling REF. NO.

DESIGNATION

DIRECT UNIT COST/SQM OUTPUT/ HR.

NO. OF PERSON

NO. OF HOUR

1 5

1 1

NO. OF UNITS

NO. OF HOUR

1 1 1 1

1.00 1.00 1.00 1.00

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

SUB - TOTAL A NAME AND CAPACITY

82.29 45.95

HOURLY RATE

B. EQUIPMENT E221 E117 E121 E402

W130F Wirtgen Roto Milling Machine Dump Truck, 9.0 cu.m. Water Truck, 500 - 1000 gals. Air Compressor, 251-315 cfm

C-12

41,820.33 1,352.00 1,065.00 615.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS Minor Tools, (10% of Labor Cost) Mob/Demob 10%

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

UNIT COST

sq.m.

1.00

13.64

PAY ITEM NO. : SPL101(3)b.3 OLD UPA Removal of Existing AC Pavement By ROTO Milling thk = 100mm DESCRIPTION:

DIRECT UNIT COST/SQM OUTPUT/ HR.

E. MATERIALS SPL101(3)c

Air Blasting

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 5

1 1

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

C-13

82.29 45.95

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

1 1 1

1.00 1.00 1.00

UNIT

QUANTITY

HOURLY RATE

B. EQUIPMENT E220 E117 E402

CMI Roto-Mill, PR375, 375HP Dump Truck, 9.0 cu.m. Air Compressor, 251-315 cfm

3,684.77 1,352.00 615.00

Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 101(3)c DESCRIPTION: Removal of Existing Gravel Course Thk =100mm REF. NO.

DIRECT UNIT COST/CU.M.

OUTPUT / HR. NO. OF PERSON

DESIGNATION C-14

NO. OF HOUR

HOURLY RATE

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS A. LABOR L01 L09

Foreman Unskilled Laborer

1 2

1 1

NO. OF UNITS

NO. OF HOUR

1 1 1

1 1 0.5

UNIT

QUANTITY

82.29 45.95

Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E106 E109 E117

Wheel Loader, 1.5 cu.m., Motor Grader, 135hp, komatsu, GD511R-1 Dump Truck, 9.0 cu.m.

2,145.11 2,357.58 1,352.00

Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

SUB - TOTAL E C-15

UNIT COST

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 101(3)d DESCRIPTION: Removal of Existing Base Course Thk =150mm REF. NO.

DESIGNATION

DIRECT UNIT COST/CU.M.

OUTPUT / HR. NO. OF PERSON

NO. OF HOUR

1 2

1 1

NO. OF UNITS

NO. OF HOUR

1 1 1

1 1 0.5

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

82.29 45.95

Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E106 E109 E117

Wheel Loader, 1.5 cu.m., Motor Grader, 135hp, komatsu, GD511R-1 Dump Truck, 9.0 cu.m.

Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C C-16

2,145.11 2,357.58 1,352.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

NAME AND SPECIFICATION

UNIT PRICE ANALYSIS UNIT QUANTITY

Length = 11.819 Kms.

UNIT COST

E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : SPL101(3)a DESCRIPTION: Scarify Existing AC Pavement REF. NO.

DIRECT UNIT COST/SQ.M.

OUTPUT / HR.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 1

1 1

NO. OF UNITS

NO. OF HOUR

1 1 1

1 1 0.5

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

82.29 45.95

Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E106 E110 E117

Wheel Loader, 1.5 cu.m., Motor Grader, 140hp, Caterpillar G710A Dump Truck, 9.0 cu.m.

C-17

2,145.11 2,687.73 1,352.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

UNIT COST

E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : SPL101(3)b DESCRIPTION: Shot Blasting REF. NO.

DIRECT UNIT COST/SQ.M.

OUTPUT / HR. DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 1

1 1

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

Total Man-hours = 3 hours C-18

82.29 45.95

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

1 1

1 1

UNIT

QUANTITY

HOURLY RATE

B. EQUIPMENT E218 E410

Shot Blasting, Electric Generator Set, 251-300kw

1,930.76 1,002.21

Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : SPL101(3)c DESCRIPTION: Air Blasting

DIRECT UNIT COST/SQ.M.

OUTPUT / HR. C-19

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 1

1 1

NO. OF UNITS

NO. OF HOUR

1 1 1

1 1 1

UNIT

QUANTITY

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

82.29 45.95

Total Man-hours = 2 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E219 E402 E410

Air Blasting Air Compressor, 251-315 cfm Generator Set, 251-300kw

151.20 615.00 1,002.21

Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

C-20

UNIT COST

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 101(3)c DESCRIPTION: Removal of Existing Bridge Slope Protection REF. NO.

DESIGNATION

DIRECT UNIT COST/SQ.M.

OUTPUT / HR. NO. OF PERSON

NO. OF HOUR

1 2

1 1

NO. OF UNITS

NO. OF HOUR

1 2 1

1 1 0.50

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

82.29 45.95

Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E107a E117 E106

Backhoe Crawler, 0.80 cu.m. Dump Truck, 9.0 cu.m. Wheel Loader, 1.5 cu.m.,

Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT C-21

1,921.05 1,352.00 2,145.11

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

UNIT COST

E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 101(3)d DIRECT UNIT COST/M2 DESCRIPTION: Removal of Debris, Rocks and Other Obstructions such as rocks, OUTPUT/HR. construction matls. . Etc (Heavy Matls) NO. OF NO. OF HOUR REF. NO. DESIGNATION HOURLY RATE PERSON A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

1 1 2

1 1 1

NO. OF UNITS

NO. OF HOUR

1

0.50

82.29 59.68 45.95

Total Man-hours = 4 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E102

Crawler Dozer, D65A-8, 155hp C-22

4,821.70

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

E117 E402 E107a E106

Dump Truck, 9.0 cu.m. Air Compressor, 251-315 cfm Backhoe Crawler, 0.80 cu.m. Wheel Loader, 1.5 cu.m.,

UNIT PRICE ANALYSIS 1 1 1 1

0.50 0.50 0.50 0.50

Length = 11.819 Kms.

1,352.00 615.00 1,921.05 2,145.11

Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

UNIT COST

E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 101(3)e DIRECT UNIT COST/M2 DESCRIPTION: Removal of Debris and Other Obstructions such as debris, garbage, weeds, OUTPUT / HR. (Light Matl) NO. OF REF. NO. DESIGNATION HOURLY RATE PERSON NO. OF HOUR A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

1 1 2

C-23

1 1 1

82.29 59.68 45.95

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

Total Man-hours = 4 hours

SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

1 2 1 1

0.50 0.50 0.50 0.50

UNIT

QUANTITY

HOURLY RATE

B. EQUIPMENT E107a E117 E408 E106

Backhoe Crawler, 0.80 cu.m. Dump Truck, 9.0 cu.m. Chainsaw with Blade Wheel Loader, 1.5 cu.m.,

1,921.05 1,352.00 329.29 2,145.11

Minor Tools, (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

C-24

UNIT COST

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS PAY ITEM NO. : 101(3)f DESCRIPTION: Removal of Existing Concrete Deck Slab REF. NO.

DESIGNATION

DIRECT UNIT COST/M2

OUTPUT/ HR. NO. OF PERSON

NO. OF HOUR

1 2 4

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1 1 1

0.50 0.50 1 0.50 1

UNIT

QUANTITY

kg

1

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

82.29 59.68 45.95

Total Man-hours = 7 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E105 E108 E402 E117 E417

Wheel Loader, 2.0 cu.m., 928G Backhoe w/ pavement breaker, 1.50 cu.m. 320 Air Compressor, 251-315 cfm Dump Truck, 9.0 cu.m. Cutting Outfit

3,005.00 4,144.30 615.00 1,352.00 45.45

Minor Tools, (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS CM015

Acetylene/Oxygen (contents only)

C-25

3,450.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 101(4)a DESCRIPTION: Removal of Existing RC Pipe Culvert (910mmØ and below) REF. NO.

DESIGNATION

DIRECT UNIT COST/LM OUTPUT/ HR.

NO. OF PERSON

NO. OF HOUR

1 2

1 1

NO. OF UNITS

NO. OF HOUR

1 1 1

1 1 0.50

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

82.29 45.95

Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E107a E117 E217

Backhoe Crawler, 0.80 cu.m. Dump Truck, 9.0 cu.m. Boom Truck

Minor Tools, (10% of Labor Cost)

SUB - TOTAL B C-26

1,921.05 1,352.00 961.20

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

UNIT COST

E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 101(4)b DESCRIPTION: Removal of Existing RC Pipe Culvert, 1070mm Ø and above REF. NO.

DESIGNATION

DIRECT UNIT COST/M2 OUTPUT/ HR.

NO. OF PERSON

NO. OF HOUR

1 2

1 1

NO. OF UNITS

NO. OF HOUR

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

82.29 45.95

Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT C-27

HOURLY RATE

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS E107a E117

Backhoe Crawler, 0.80 cu.m. Dump Truck, 9.0 cu.m.

1 1

1 0.5

UNIT

QUANTITY

1,921.05 1,352.00

Minor Tools, (10 % of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 101(5) DESCRIPTION: Removal of Existing Metal Beams Guardrails REF. NO.

DESIGNATION

DIRECT UNIT COST/LM OUTPUT/ HR. NO. OF PERSON

NO. OF HOUR

1 2

1 1

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer C-28

82.29 45.95

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

1 1

0.50 0.50

UNIT

QUANTITY

HOURLY RATE

B. EQUIPMENT E107a E120

Backhoe Crawler, 0.80 cu.m. Cargo Truck, 9 - 10 M.T.

1,921.05 1,102.00

Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I) C-29

UNIT COST

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

PAY ITEM NO. : 101(6) DESCRIPTION: Removal of Existing Stone Masonry (Guardwall Block) REF. NO.

DESIGNATION

DIRECT UNIT COST/LM OUTPUT/ HR.

NO. OF PERSON

NO. OF HOUR

1 2

1 1

NO. OF UNITS

NO. OF HOUR

1 1

0.50 0.50

UNIT

QUANTITY

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

82.29 45.95

Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E107a E120

Backhoe Crawler, 0.80 cu.m. Cargo Truck, 9 - 10 M.T.

1,921.05 1,102.00

Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

C-30

UNIT COST

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 101(7) DESCRIPTION: Removal of Existing Grouted Riprap (Lined Ditch Canal) U-Type REF. NO. DESIGNATION

DIRECT UNIT COST/LM OUTPUT/ HR. NO. OF PERSON

NO. OF HOUR

1 3

1 1

NO. OF UNITS

NO. OF HOUR

1 1

0.50 1.00

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

82.29 45.95

Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E120 E421

Cargo Truck, 9 - 10 M.T. Jack Hammer

Minor Tools, (10% of Labor Cost)

C-31

1,102.00 490.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

UNIT COST

E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 102(4) DESCRIPTION: Surplus Unclassified Excavation ( Existing Sub-base ) REF. NO.

DESIGNATION

DIRECT UNIT COST/M3 OUTPUT/ HR.

NO. OF PERSON

NO. OF HOUR

1 2

1 1

NO. OF UNITS

NO. OF HOUR

HOURLY RATE

A. LABOR L01 L07

Foreman Skilled Laborer

82.29 59.68

Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY C-32

HOURLY RATE

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS B. EQUIPMENT E107a E106 E106 E117

Backhoe Crawler, 0.80 cu.m. Wheel Loader, 1.5 cu.m., Wheel Loader, 1.5 cu.m., Dump Truck, 9.0 cu.m.

1 1 1 2

1 1 0.20 1

UNIT

QUANTITY

1,921.05 2,145.11 2,145.11 1,352.00

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 103(1)a DESCRIPTION: Structure Excavation REF. NO.

DIRECT UNIT COST/M3 OUTPUT/ HR. NO. OF PERSON

DESIGNATION A. LABOR

C-33

NO. OF HOUR

HOURLY RATE

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

L01 L09

Foreman Unskilled Laborer

UNIT PRICE ANALYSIS 1 3

Length = 11.819 Kms.

1 1

82.29 45.95

Total Man-hours = 4 hours

SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

1 2

1 1

UNIT

QUANTITY

HOURLY RATE

B. EQUIPMENT E107a E117

Backhoe Crawler, 0.80 cu.m. Dump Truck, 9.0 cu.m.

1,921.05 1,352.00

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) C-34

UNIT COST

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 103(1)b DESCRIPTION: Structure Excavation, Common Material for Concrete Post NO. OF REF. NO. DESIGNATION PERSON

DIRECT UNIT COST/M3

OUTPUT/ HR. NO. OF HOUR

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

1 4

1 1

82.29 45.95

NO. OF UNITS

NO. OF HOUR

HOURLY RATE

UNIT

QUANTITY

UNIT COST

Total Man-hours = 4 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

C-35

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 103(2)c DESCRIPTION: River Bed Channel Excavation REF. NO.

DIRECT UNIT COST/M3

OUTPUT/ HR.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 1 4

1 1 1

NO. OF UNITS

NO. OF HOUR

1 2 1 2

1 1 1 1

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

82.29 59.68 45.95

Total Man-hours = 6 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E102 E117 E107a E405

Crawler Dozer, D65A-8, 155hp Dump Truck, 9.0 cu.m. Backhoe Crawler, 0.80 cu.m. Water Pump, 4" dia 2500 lpm

C-36

4,821.70 1,352.00 1,921.05 223.65

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS Minor Tools (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

UNIT COST

E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 103(3) DESCRIPTION: Foundation Fill REF. NO.

DIRECT UNIT COST/M3 OUTPUT/ HR. DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 4

1 1

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

Total Man-hours = 5 hours

C-37

82.29 45.95

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

1 1

1.00 0.01

UNIT

QUANTITY

cu.m.

1.15

HOURLY RATE

B. EQUIPMENT E116a E121

Vibratory Plate Compactor7hp Water Truck, 500 - 1000 gals.

160.34 1,065.00

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS PM#08

Granular Bedding Materials

371.00

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 103(6) DESCRIPTION: Pipe Culverts and Drain Excavation REF. NO.

DIRECT UNIT COST/M3 OUTPUT/ HR. NO. OF PERSON

DESIGNATION

C-38

NO. OF HOUR

HOURLY RATE

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS A. LABOR L01 L09

Foreman Unskilled Laborer

1 3

1 1

NO. OF UNITS

NO. OF HOUR

82.29 45.95

Total Man-hours = 4 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E107a

Backhoe Crawler, 0.80 cu.m.

1

1

1,921.05

E117

Dump Truck, 9.0 cu.m.

2

1

1,352.00

UNIT

QUANTITY

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) C-39

UNIT COST

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 104(1) DESCRIPTION: Embankment From Common Borrow Excavation REF. NO.

DESIGNATION

DIRECT UNIT COST/M3 OUTPUT/ HR. NO. OF PERSON

NO. OF HOUR

1 2

1 1

NO. OF UNITS

NO. OF HOUR

1 1 1

1 1 0.25

UNIT

QUANTITY

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

82.29 45.95

Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E110 E113 E121

Motor Grader, 140hp, Caterpillar G710A Vibratory Single Smooth Drum Roller, CA252D, Water Truck, 500 - 1000 gals.

2,687.73 2,017.99 1,065.00

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

C-40

UNIT COST

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS E. MATERIALS PM#01

Borrow and Blending Materials

cu.m.

1.25

190.33

Add; Shrinkage Factor, 25%

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 104(5) DESCRIPTION: Backfill (Structural) REF. NO.

DIRECT UNIT COST/M3 OUTPUT/ HR.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 4

1 1

NO. OF UNITS

NO. OF HOUR

1

1

HOURLY RATE

A. LABOR L02 L09

Asst. Foreman/Leadman Unskilled Laborer

75.52 45.95

Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E116

Vibratory Plate Compactor

C-41

476.22

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

UNIT COST

E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 104(6) DESCRIPTION: Granular Bedding REF. NO.

DIRECT UNIT COST/M3 OUTPUT/ HR.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 4

1 1

HOURLY RATE

A. LABOR L02 L09

Asst. Foreman/Leadman Unskilled Laborer

Total Man-hours = 3 hours

C-42

75.52 45.95

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

1

1

UNIT

QUANTITY

cu.m.

1.12

HOURLY RATE

B. EQUIPMENT E116

Vibratory Plate Compactor

476.22

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS PM#08

Granular Bedding Materials

371.00

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 105(1) DESCRIPTION: Subgrade Preparation, (Common Materials)

C-43

DIRECT UNIT COST/M2 OUTPUT/ HR.

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

REF. NO.

DESIGNATION

UNIT PRICE ANALYSIS NO. OF PERSON NO. OF HOUR

Length = 11.819 Kms.

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

1 2

1 1

NO. OF UNITS

NO. OF HOUR

1 1 1

1 1 0.25

UNIT

QUANTITY

82.29 45.95

Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E116A E113 E121

Vibratory Plate Compactor7hp Vibratory Single Smooth Drum Roller, CA252D, Water Truck, 500 - 1000 gals.

160.34 2,017.99 1,065.00

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

C-44

UNIT COST

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 105(2) DESCRIPTION: Subgrade Preparation (Existing Pavement) REF. NO.

DESIGNATION

DIRECT UNIT COST/M2 OUTPUT/ HR. NO. OF PERSON

NO. OF HOUR

1 2

1 1

NO. OF UNITS

NO. OF HOUR

1 1 1

1 1 0.25

UNIT

QUANTITY

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

82.29 45.95

Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E110 E113 E121

Motor Grader, 140hp, Caterpillar G710A Vibratory Single Smooth Drum Roller, CA252D, Water Truck, 500 - 1000 gals.

2,687.73 2,017.99 1,065.00

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

C-45

UNIT COST

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 105(2) DESCRIPTION: Subgrade Preparation, Common Material (at Widening) REF. NO.

DESIGNATION

DIRECT UNIT COST/M2 OUTPUT/ HR.

NO. OF PERSON

NO. OF HOUR

1 2

1 1

NO. OF UNITS

NO. OF HOUR

1 1 1

1 1 0.25

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

82.29 45.95

Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E110 E116 E121

Motor Grader, 140hp, Caterpillar G710A Vibratory Plate Compactor Water Truck, 500 - 1000 gals. C-46

2,687.73 476.22 1,065.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

UNIT COST

E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : SPL 105(3)a DESCRIPTION: Patching, Type I : Apply Bit Asphalt and Compact REF. NO.

DESIGNATION

DIRECT UNIT COST/M2 OUTPUT/ HR. NO. OF PERSON

NO. OF HOUR

1 2

1 1

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

C-47

82.29 45.95

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

1 1 1

1 1 0.25

UNIT

QUANTITY

HOURLY RATE

B. EQUIPMENT E110 E113 E121

Motor Grader, 140hp, Caterpillar G710A Vibratory Single Smooth Drum Roller, CA252D, Water Truck, 500 - 1000 gals.

2,687.73 2,017.99 1,065.00

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : SPL 105(3)b

DIRECT UNIT COST/M2 C-48

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS DESCRIPTION: REF. NO.

Patching, Type II : Remove 50mm thk Asphalt and Compact Base Course, Apply Asphalt and Compact NO. OF DESIGNATION PERSON

OUTPUT/ HR. NO. OF HOUR

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

1 2

1 1

82.29 45.95

NO. OF UNITS

NO. OF HOUR

1 1 1 1 1

1 1 0.25 1 1

UNIT

QUANTITY

Bituminous Plant Mix Surface Course - General (50mm thk)

sq.m.

1.00

773.03

Removal of Existing AC Pavement

sq.m.

1.00

89.51

Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E110 E113 E121 E119a E215

Motor Grader, 140hp, Caterpillar G710A Vibratory Single Smooth Drum Roller, CA252D, Water Truck, 500 - 1000 gals. Pneumatic Tired Roller, DYNAPAC CS141, 11MT, Power Broom, Towed type, 2.0m wide

2,687.73 2,017.99 1,065.00 1,184.00 130.54

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS 310a 101(3)b.1

Miscellaneous at 10% of Above

C-49

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : SPL 105 DESCRIPTION: Crack and Seat REF. NO.

DIRECT UNIT COST/M2 OUTPUT/ HR. DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 2

1 1

NO. OF UNITS

NO. OF HOUR

1 1

1 1

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

82.29 45.95

Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E108 E111

Backhoe w/ pavement breaker, 1.50 cu.m. 320 Pneumatic Tire Roller, Bomag, BW20R 8-wheels

SUB - TOTAL B TOTAL A + B C. OUTPUT C-50

4,144.30 2,045.24

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

C-51

UNIT COST

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 102,454.06 0.12 AMOUNT

82.29 183.81

266.10 AMOUNT

4,821.70 2,145.11 2,357.58 2,704.00

12,028.39 12,294.49 0.12 102,454.06 AMOUNT

C-52

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

102,454.06 6,147.24 8,196.32 14,015.72 130,813.34

2,882.55 1.00 AMOUNT

82.29 59.68 91.91

233.87 AMOUNT

712.00 329.29 1,384.00

23.39

2,448.68 2,682.55 C-53

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 1.00 2,682.55 AMOUNT

200.00

200.00 2,882.55 172.95 230.60 394.33 3,680.44

2,882.55 1.00 AMOUNT

82.29 59.68 91.91

233.87 AMOUNT

C-54

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 712.00 329.29 1,384.00

23.39

2,448.68 2,682.55 1.00 2,682.55 AMOUNT

200.00

200.00 2,882.55 172.95 230.60 394.33 3,680.44

77,841.48 1.00 AMOUNT

658.30 C-55

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 477.43 735.25

1,870.98 AMOUNT

33,154.37 21,632.00 15,368.43 363.60 4,920.00 187.10

75,625.50 77,496.48 1.00 77,496.48 AMOUNT

345.00

345.00 77,841.48 4,670.49 6,227.32 10,648.71 C-56

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 99,388.00

2,528.70 2.00 AMOUNT

82.29 91.91

174.19 AMOUNT

169.00 307.50 245.00 4,144.30

17.42 4,883.22 5,057.41 2.00 2,528.70 AMOUNT

C-57

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

0.00 2,528.70 151.72 202.30 345.93 3,228.65

136.90 4.00 AMOUNT

82.29 91.91

174.19 AMOUNT

356.00

17.42

C-58

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

373.42 547.61 4.00 136.90 AMOUNT

136.90 8.21 10.95 18.73 174.80

185.65 4.00 AMOUNT

82.29 91.91

174.19 C-59

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS AMOUNT

551.00

17.42

568.42 742.61 4.00 185.65 AMOUNT

185.65 11.14 14.85 25.40 237.04

156.66 50.00 AMOUNT

C-60

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 82.29 91.91

174.19 AMOUNT

4,144.30 2,145.11 1,352.00

17.42

7,658.82 7,833.02 50.00 156.66 AMOUNT

0.00 156.66 9.40 C-61

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 12.53 21.43 200.02

89.51 60.00 AMOUNT

82.29 91.91

174.19 AMOUNT

2,145.11 2,357.58 676.00 17.42

5,196.11 5,370.30 60.00 89.51 AMOUNT

C-62

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

0.00 89.51 5.37 7.16 12.24 114.28

179.25 300.00 AMOUNT

82.29 229.76

312.05 AMOUNT

41,820.33 1,352.00 1,065.00 615.00

C-63

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 31.21 4,488.35

49,371.89 49,683.94 300.00 165.61 AMOUNT

13.64

13.64 179.25 10.76 14.34 24.52 228.87

187.34 32.00 AMOUNT

82.29 229.76

C-64

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 312.05 AMOUNT

3,684.77 1,352.00 615.00

31.21

5,682.97 5,995.02 32.00 187.34 AMOUNT

187.34 11.24 14.99 25.63 239.20

179.01 30.00 AMOUNT C-65

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

82.29 91.91

174.19 AMOUNT

2,145.11 2,357.58 676.00

17.42

5,196.11 5,370.30 30.00 179.01 AMOUNT

0.00 C-66

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 179.01 10.74 14.32 24.49 228.56

119.34 45.00 AMOUNT

82.29 91.91

174.19 AMOUNT

2,145.11 2,357.58 676.00

17.42

5,196.11 5,370.30 45.00 119.34 C-67

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS AMOUNT

0.00 119.34 7.16 9.55 16.33 152.37

70.62 80.00 AMOUNT

82.29 45.95

128.24 AMOUNT

2,145.11 2,687.73 676.00

C-68

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 12.82

5,521.66 5,649.90 80.00 70.62 AMOUNT

0.00 70.62 4.24 5.65 9.66 90.17

17.08 180.00 AMOUNT

82.29 45.95

C-69

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

128.24 AMOUNT

1,930.76 1,002.21

12.82

2,945.79 3,074.03 180.00 17.08 AMOUNT

0.00 17.08 1.02 1.37 2.34 21.81

13.64 140.00 C-70

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS AMOUNT

82.29 45.95

128.24 AMOUNT

151.20 615.00 1,002.21

12.82

1,781.23 1,909.48 140.00 13.64 AMOUNT

C-71

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 0.00 13.64 0.82 1.09 1.87 17.41

90.60 65.00 AMOUNT

82.29 91.91

174.19 AMOUNT

1,921.05 2,704.00 1,072.55

17.42

5,715.03 5,889.22 65.00 C-72

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 90.60 AMOUNT

90.60 5.44 7.25 12.39 115.68

227.39 25.00 AMOUNT

82.29 59.68 91.91

233.87 AMOUNT

2,410.85 C-73

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 676.00 307.50 960.53 1,072.55

23.39

5,450.82 5,684.69 25.00 227.39 AMOUNT

227.39 13.64 18.19 31.11 290.33

76.14 50.00 AMOUNT

82.29 59.68 91.91

C-74

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

233.87 AMOUNT

960.53 1,352.00 164.64 1,072.55

23.39 3,573.11 3,806.98 50.00 76.14 AMOUNT

76.14 4.57 6.09 10.42 97.22

C-75

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 3,659.78 25.00 AMOUNT

82.29 119.36 183.81

303.17 AMOUNT

1,502.50 2,072.15 615.00 676.00 45.45

30.32 4,941.42 5,244.59 25.00 209.78 AMOUNT

3,450.00

C-76

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

3,450.00 3,659.78 219.59 292.78 500.66 4,672.81

986.32 4.00 AMOUNT

82.29 91.91

174.19 AMOUNT

1,921.05 1,352.00 480.60

17.42

3,771.07 C-77

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 3,945.27 4.00 986.32 AMOUNT

986.32 59.18 78.91 134.93 1,259.33

929.56 3.00 AMOUNT

82.29 91.91

174.19 AMOUNT

C-78

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 1,921.05 676.00

17.42

2,614.47 2,788.67 3.00 929.56 AMOUNT

929.56 55.77 74.36 127.16 1,186.86

42.58 40.00 AMOUNT

82.29 91.91 C-79

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

174.19 AMOUNT

960.53 551.00

17.42

1,528.95 1,703.14 40.00 42.58 AMOUNT

42.58 2.55 3.41 5.82 54.36 C-80

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

60.83 28.00 AMOUNT

82.29 91.91

174.19 AMOUNT

960.53 551.00

17.42

1,528.95 1,703.14 28.00 60.83 AMOUNT

C-81

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

60.83 3.65 4.87 8.32 77.66

256.63 5.00 AMOUNT

82.29 137.86

220.15 AMOUNT

551.00 490.00

22.01

C-82

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 1,063.01 1,283.16 5.00 256.63 AMOUNT

256.63 15.40 20.53 35.11 327.67

148.02 50.00 AMOUNT

82.29 119.36

201.64 AMOUNT C-83

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

1,921.05 2,145.11 429.02 2,704.00

7,199.18 7,400.83 50.00 148.02 AMOUNT

148.02 8.88 11.84 20.25 188.99

243.36 20.00 AMOUNT

C-84

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 82.29 137.86

220.15 AMOUNT

1,921.05 2,704.00

22.01

4,647.07 4,867.22 20.00 243.36 AMOUNT

243.36 14.60 19.47 C-85

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 33.29 310.72

590.14 0.50 AMOUNT

82.29 183.81

266.10 AMOUNT

26.61

26.61 292.71 0.50 590.14 AMOUNT

C-86

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

590.14 35.41 47.21 80.73 753.49

170.87 60.00 AMOUNT

82.29 59.68 183.81

325.78 AMOUNT

4,821.70 2,704.00 1,921.05 447.30

C-87

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 32.58 9,926.63 10,252.41 60.00 170.87 AMOUNT

170.87 10.25 13.67 23.38 218.17

797.60 1.25 AMOUNT

82.29 183.81

C-88

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 266.10 AMOUNT

160.34 10.65

26.61

197.59 463.69 1.25 370.96 AMOUNT

426.65

426.65 797.60 47.86 63.81 109.11 1,018.38

243.36 20.00 AMOUNT

C-89

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

82.29 137.86

220.15 AMOUNT

1,921.05 2,704.00

22.01

4,647.07 4,867.22 20.00 243.36 AMOUNT

243.36 C-90

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 14.60 19.47 33.29 310.72

340.83 50.00 AMOUNT

82.29 91.91

174.19 AMOUNT

2,687.73 2,017.99 266.25

4,971.97 5,146.16 50.00 102.92 AMOUNT

C-91

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

237.91

237.91 340.83 20.45 27.27 46.63 435.17

157.51 4.67 AMOUNT

75.52 183.81

259.33 AMOUNT

476.22

C-92

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

476.22 735.55 4.67 157.51 AMOUNT

0.00 157.51 9.45 12.60 21.55 201.10

525.79 6.67 AMOUNT

75.52 183.81

C-93

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

259.33 AMOUNT

476.22

476.22 735.55 6.67 110.28 AMOUNT

415.52

415.52 525.79 31.55 42.06 71.93 671.33

8.73 300.00

C-94

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS AMOUNT

82.29 91.91

174.19 AMOUNT

160.34 2,017.99 266.25

2,444.58 2,618.77 300.00 8.73 AMOUNT

C-95

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 8.73 0.52 0.70 1.19 11.15

17.15 300.00 AMOUNT

82.29 91.91

174.19 AMOUNT

2,687.73 2,017.99 266.25

4,971.97 5,146.16 300.00 17.15 AMOUNT

C-96

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

17.15 1.03 1.37 2.35 21.90

14.42 250.00 AMOUNT

82.29 91.91

174.19 AMOUNT

2,687.73 476.22 266.25 C-97

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

3,430.20 3,604.39 250.00 14.42 AMOUNT

14.42 0.87 1.15 1.97 18.41

17.15 300.00 AMOUNT

82.29 91.91

C-98

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

174.19 AMOUNT

2,687.73 2,017.99 266.25

4,971.97 5,146.16 300.00 17.15 AMOUNT

17.15 1.03 1.37 2.35 21.90

974.63 C-99

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 250.00 AMOUNT

82.29 91.91

174.19 AMOUNT

2,687.73 2,017.99 266.25 1,184.00 130.54

6,286.51 6,460.70 250.00 25.84 AMOUNT

773.03 89.51

86.25

C-100

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

948.79 974.63 58.48 77.97 133.33 1,244.41

63.64 100.00 AMOUNT

82.29 91.91

174.19 AMOUNT

4,144.30 2,045.24

6,189.54 6,363.73 100.00 C-101

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X AY - CABANGLASAN ROAD SECTION + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 63.64 AMOUNT

63.64 3.82 5.09 8.71 81.25

C-102

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS PAY ITEM NO. : 200 DESCRIPTION: Aggregate Sub-Base Course REF. NO.

DIRECT UNIT COST/M3 OUTPUT/HR.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 2

1 1

NO. OF UNITS

NO. OF HOUR

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

82.29 45.95

Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E110

Motor Grader, 140hp, Caterpillar G710A

1

1

2,687.73

E113

Vibratory Single Smooth Drum Roller, CA252D, 12.55 MT Vibratory Plate Compactor7hp Water Truck, 500 - 1000 gals.

1

1

2,017.99

1 1

0.25 0.25

160.34 1,065.00

UNIT

QUANTITY

cu.m.

1.15

E116a E121

Minor Tools (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS PM#04

Aggregate for Subbase

D-1

343.94

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS (with 15% shrinkage factor)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 201 DESCRIPTION: Aggregate Base Course REF. NO.

DIRECT UNIT COST/M3 OUTPUT/HR.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 5

1 1

NO. OF UNITS

NO. OF HOUR

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

82.29 45.95

Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E109

Motor Grader, 135hp, komatsu, GD511R-1

1

1

2,357.58

E115

Vibratory Tamping Foot Roller, CA250PD, 13.65M.T. Pneumatic Tired Roller, DYNAPAC CS141 Water Truck, 500 - 1000 gals.

1

1

2,612.80

1 1

1 1

1,184.00 1,065.00

E119a E121

Minor Tools (10% of Labor Cost) D-2

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

cu.m.

1.15

UNIT COST

E. MATERIALS PM#05

Aggregate for Base Course

387.41

(with 15% shrinkage factor)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 202 DESCRIPTION: Crushed Aggregate Base Course REF. NO.

DIRECT UNIT COST/M3 OUTPUT/HR.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 5

1 1

NO. OF UNITS

NO. OF HOUR

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

82.29 45.95

Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY

D-3

HOURLY RATE

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

B. EQUIPMENT E109

Motor Grader, 135hp, komatsu, GD511R-1

1

1

2,357.58

E115

Vibratory Tamping Foot Roller, CA250PD, 13.65M.T. Pneumatic Tired Roller, DYNAPAC CS141 Water Truck, 500 - 1000 gals.

1

1

2,612.80

1 1

1 1

1,184.00 1,065.00

UNIT

QUANTITY

cu.m.

1.15

E119a E121

Minor Tools (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS PM#05b

Crushed Aggregate for Base Course

405.97

(with 15% shrinkage factor)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 300 DESCRIPTION : Aggregate Surface Course, (Crushed) REF. NO.

DIRECT UNIT COST/M3 OUTPUT/HR. NO. OF PERSON

DESIGNATION

D-4

NO. OF HOUR

HOURLY RATE

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS A. LABOR L01 L09

Foreman Unskilled Laborer

1 2

1 1

NO. OF UNITS

NO. OF HOUR

82.29 45.95

Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E110

Motor Grader, 140hp, Caterpillar G710A

1

1

2,687.73

E113

Vibratory Single Smooth Drum Roller, CA252D, 12.55 MT Water Truck, 500 - 1000 gals.

1

1

2,017.99

1

0.25

1,065.00

UNIT

QUANTITY

cu.m.

1.15

E121

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS PM#06

Crushed Aggregate for Surface Course (with 15% shrinkage factor)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) D-5

452.38

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

D-6

Length = 11.819 Kms.

ATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

M - 13 SAYRE HIGHWAY, REGION X ALAY - CABANGLASAN ROAD SECTION 510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 499.61 50.00 AMOUNT

82.29 91.91

174.19 AMOUNT

2,687.73 2,017.99 40.08 266.25 17.42 5,029.47 5,203.67 50.00 104.07 AMOUNT

395.54

D-7

ATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

M - 13 SAYRE HIGHWAY, REGION X ALAY - CABANGLASAN ROAD SECTION 510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

395.54 499.61 29.98 39.97 68.35 637.90

529.55 90.00 AMOUNT

82.29 229.76

312.05 AMOUNT

2,357.58 2,612.80 1,184.00 1,065.00 31.21 D-8

ATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

M - 13 SAYRE HIGHWAY, REGION X ALAY - CABANGLASAN ROAD SECTION 510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

7,250.59 7,562.64 90.00 84.03 AMOUNT

445.52

445.52 529.55 31.77 42.36 72.44 676.13

550.90 90.00 AMOUNT

82.29 229.76

312.05 AMOUNT

D-9

ATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

M - 13 SAYRE HIGHWAY, REGION X ALAY - CABANGLASAN ROAD SECTION 510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

2,357.58 2,612.80 1,184.00 1,065.00 31.21 7,250.59 7,562.64 90.00 84.03 AMOUNT

466.87

466.87 550.90 33.05 44.07 75.36 703.39

623.16 50.00 AMOUNT

D-10

ATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

M - 13 SAYRE HIGHWAY, REGION X ALAY - CABANGLASAN ROAD SECTION 510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

82.29 91.91

174.19 AMOUNT

2,687.73 2,017.99 266.25

4,971.97 5,146.16 50.00 102.92 AMOUNT

520.24

520.24 623.16 37.39 D-11

ATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

M - 13 SAYRE HIGHWAY, REGION X ALAY - CABANGLASAN ROAD SECTION 510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 49.85 85.25 795.65

D-12

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS PAY ITEM NO. : 301(1) DESCRIPTION: Bituminous Prime Coat, ( MC-70 ) REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 3

1 1

NO. OF UNITS

NO. OF HOUR

1 1

1 1

UNIT

QUANTITY

m.t.

1.05

A. LABOR L01 L09

Foreman Unskilled Laborer Total Man-hours = 4 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E210 E215

Asphalt Distributor, Etnyre BT-RS/5 T, 3000 USG Power Broom, Towed type, 2.0m wide

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS RM081

Cutback Asphalt, MC-70 *(as of April, 2013) Wastage Factor (5%) Assumed : Rate of Application = 1.5 li. per sq.m.

E-1

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I) DIRECT COST Per Square Meter G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 302(2) DESCRIPTION: Bituminous Tack Coat, ( SS-1 ) REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 3

1 1

NO. OF UNITS

NO. OF HOUR

1 1

1 1

A. LABOR L01 L09

Foreman Unskilled Laborer Total Man-hours = 4 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E210 E215

Asphalt Distributor, Etnyre BT-RS/5 T, 3000 USG Power Broom, Towed type, 2.0m wide

SUB - TOTAL B TOTAL A + B C. OUTPUT E-2

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

m.t.

1.05

E. MATERIALS RM082

Emulsified Asphalt, SS-1**as of April, 2013) Wastage Factor (5%) Assumed : Rate of Application = 0.50 li. per sq.m.

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I) DIRECT COST Per Square Meter G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 309 DESCRIPTION: Bituminous Plant Mix (Stockpile Maintenance Mixture) REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 6 12

1 1 1

NO. OF UNITS

NO. OF HOUR

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 19 hours SUB - TOTAL A NAME AND CAPACITY

E-3

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS B. EQUIPMENT E214 E117 E106 E121

Asphalt Batch Plant, 60-80 Tons/hr. Dump Truck, 9.0 cu.m. Wheel Loader, 1.5 cu.m., Water Truck, 500 - 1000 gals. Minor Tools, (10% of Labor Cost)

1 2 1 1

1 1 1 1

UNIT

QUANTITY

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS RM083 PM#06 PM#03 CM001 CM021

Asphalt Cement Penetration Grade 60-70*(as of tonne Crushed Aggregate for Surface Course cu.m. Fine Aggregates cu.m. Cement ( Mineral filler), (7%) bag Diesel liter Wastage Factor (5%) a). (0.05)(0.10)(2.335)(1.05) = 0 .01226 b). (0.05)(0.79)(1.05) = 0.041 c). (0.05)(0.19)(1.05) = 0.010 d). (0.07)(0.05)(35.29)(1.05) = 0 .130 e). (9.05)(0.05)(2.335)(1.05) = 1.165 SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 310a DESCRIPTION: Bituminous Plant Mix Surface Course - General (50mm thk)

E-4

0.01226 0.01 0.041 0.13 1.165

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 6 12

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1 1 1 2 1

1 1 1 1 1 1 1

UNIT

QUANTITY

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 19 hours SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT

E216 E214 E106 E116 E123 E117 E121

Asphalt Paver/ Finisher,( 80 Hp ), NF220BIIVDM Asphalt Batch Plant, 60-80 Tons/hr. Wheel Loader, 1.5 cu.m., Vibratory Plate Compactor Tandem Smooth Drum Roller, CC101, Dynapac 2 Dump Truck, 9.0 cu.m. Water Truck, 500 - 1000 gals. Minor Tools, (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

RM083 PM#06 PM#03 CM001

Asphalt Cement Penetration Grade 60-70*(as of tonne Crushed Aggregate for Surface Course cu.m. Fine Aggregates cu.m. Portland Cement, 40 kgs. bag Miscellaneous(10% of Above)

E-5

0.00981 0.07223 0.03495 0.000117

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 310b DESCRIPTION: Bituminous Plant Mix Surface Course - 45mm thk REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 6 12

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1 1 1 2 1

1 1 1 1 1 1 1

UNIT

QUANTITY

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 19 hours SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT

E216 E214 E106 E116 E123 E117 E121

Asphalt Paver/ Finisher,( 80 Hp ), NF220BIIVDM Asphalt Batch Plant, 60-80 Tons/hr. Wheel Loader, 1.5 cu.m., Vibratory Plate Compactor Tandem Smooth Drum Roller, CC101, Dynapac 2 Dump Truck, 9.0 cu.m. Water Truck, 500 - 1000 gals. Minor Tools, (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS E-6

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

RM083 PM#06 PM#03 CM001

Asphalt Cement Penetration Grade 60-70*(as of tonne Crushed Aggregate for Surface Course cu.m. Fine Aggregates cu.m. Portland Cement, 40 kgs. bag Miscellaneous(10% of Above)

0.00839 0.06501 0.03146 0.00105

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 310c DESCRIPTION: Bituminous Plant Mix Surface Course, 40mm thk REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 6 12

1 1 1

NO. OF UNITS

NO. OF HOUR

1 2 1 1

1 1 1 1

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 19 hours SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT

E216 E117 E214 E106

Asphalt Paver/ Finisher,( 80 Hp ), NF220BIIVDM Dump Truck, 9.0 cu.m. Asphalt Batch Plant, 60-80 Tons/hr. Wheel Loader, 1.5 cu.m., E-7

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS E116 E123 E121

Vibratory Plate Compactor Tandem Smooth Drum Roller, CC101, Dynapac 2 Water Truck, 500 - 1000 gals. Minor Tools, (10% of Labor Cost)

1 1 1

1 1 1

UNIT

QUANTITY

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS RM083 PM#06 PM#03 CM001

Asphalt Cement Penetration Grade 60-70*(as of tonne Crushed Aggregate for Surface Course cu.m. Fine Aggregates cu.m. Portland Cement, 40 kgs. bag Miscellaneous(10% of Above)

0.00746 0.05778 0.02796 0.00932

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 310d DESCRIPTION: Bituminous Plant Mix Surface Course, 35mm thk REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1

1

A. LABOR L01

Foreman E-8

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS L07 L09

Skilled Laborer Unskilled Laborer Total Man-hours = 19 hours SUB - TOTAL A NAME AND CAPACITY

6 12

1 1

NO. OF UNITS

NO. OF HOUR

1 1 1 1 2 1 1

1 1 1 1 1 1 1

UNIT

QUANTITY

B. EQUIPMENT E216 E214 E116 E123 E117 E106 E121

Asphalt Paver/ Finisher,( 80 Hp ), NF220BIIVDM Asphalt Batch Plant, 60-80 Tons/hr. Vibratory Plate Compactor Tandem Smooth Drum Roller, CC101, Dynapac 2 Dump Truck, 9.0 cu.m. Wheel Loader, 1.5 cu.m., Water Truck, 500 - 1000 gals. Minor Tools (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

RM083 PM#06 PM#03 CM001

Asphalt Cement Penetration Grade 60-70*(as of tonne Crushed Aggregate for Surface Course cu.m. Fine Aggregates cu.m. Portland Cement, 40 kgs. bag Miscellaneous(10% of Above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) E-9

0.00652 0.05056 0.02447 0.00082

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 310h DESCRIPTION: Bituminous Plant Mix Surface Course, 35mm thk at Shoulder REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 6 12

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1 1 2 1 1

1 1 1 1 1 1 1

UNIT

QUANTITY

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 19 hours SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT

E216 E214 E116 E123 E117 E106 E121

Asphalt Paver/ Finisher,( 80 Hp ), NF220BIIVDM Asphalt Batch Plant, 60-80 Tons/hr. Vibratory Plate Compactor Tandem Smooth Drum Roller, CC101, Dynapac 2 Dump Truck, 9.0 cu.m. Wheel Loader, 1.5 cu.m., Water Truck, 500 - 1000 gals. Minor Tools (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

RM083 PM#06 PM#03 CM001

Asphalt Cement Penetration Grade 60-70*(as of tonne Crushed Aggregate for Surface Course cu.m. Fine Aggregates cu.m. Portland Cement, 40 kgs. bag E-10

0.00652 0.05056 0.02447 0.00082

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS Miscellaneous(10% of Above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 310g DESCRIPTION: Bituminous Plant Mix Surface Course, 40mm thk at Shoulder REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 6 12

1 1 1

NO. OF UNITS

NO. OF HOUR

1 2 1 1 1 1 1

1 1 1 1 1 1 1

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 19 hours SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT

E216 E117 E214 E106 E116 E123 E121

Asphalt Paver/ Finisher,( 80 Hp ), NF220BIIVDM Dump Truck, 9.0 cu.m. Asphalt Batch Plant, 60-80 Tons/hr. Wheel Loader, 1.5 cu.m., Vibratory Plate Compactor Tandem Smooth Drum Roller, CC101, Dynapac 2 Water Truck, 500 - 1000 gals. Minor Tools, (10% of Labor Cost)

E-11

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

E. MATERIALS RM083 PM#06 PM#03 CM001

Asphalt Cement Penetration Grade 60-70*(as of tonne Crushed Aggregate for Surface Course cu.m. Fine Aggregates cu.m. Portland Cement, 40 kgs. bag Miscellaneous(10% of Above)

0.00746 0.05778 0.02796 0.00932

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 310f DESCRIPTION: Bituminous Plant Mix Surface Course - 45mm thk at Shoulder REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 6 12

1 1 1

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 19 hours SUB - TOTAL A E-12

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

1 1 1 1 1 2 1

1 1 1 1 1 1 1

UNIT

QUANTITY

B. EQUIPMENT E216 E214 E106 E116 E123 E117 E121

Asphalt Paver/ Finisher,( 80 Hp ), NF220BIIVDM Asphalt Batch Plant, 60-80 Tons/hr. Wheel Loader, 1.5 cu.m., Vibratory Plate Compactor Tandem Smooth Drum Roller, CC101, Dynapac 2 Dump Truck, 9.0 cu.m. Water Truck, 500 - 1000 gals. Minor Tools, (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

RM083 PM#06 PM#03 CM001

Asphalt Cement Penetration Grade 60-70*(as of tonne Crushed Aggregate for Surface Course cu.m. Fine Aggregates cu.m. Portland Cement, 40 kgs. bag Miscellaneous(10% of Above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 310e E-13

0.00839 0.06501 0.03146 0.00105

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS DESCRIPTION: Bituminous Plant Mix Surface Course - General (50mm thk) at Shoulder NO. OF REF. NO. DESIGNATION PERSON

NO. OF HOUR

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 19 hours SUB - TOTAL A NAME AND CAPACITY

1 6 12

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1 1 1 2 1

1 1 1 1 1 1 1

UNIT

QUANTITY

B. EQUIPMENT E216 E214 E106 E116 E123 E117 E121

Asphalt Paver/ Finisher,( 80 Hp ), NF220BIIVDM Asphalt Batch Plant, 60-80 Tons/hr. Wheel Loader, 1.5 cu.m., Vibratory Plate Compactor Tandem Smooth Drum Roller, CC101, Dynapac 2 Dump Truck, 9.0 cu.m. Water Truck, 500 - 1000 gals. Minor Tools, (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

RM083 PM#06 PM#03 CM001

Asphalt Cement Penetration Grade 60-70*(as of tonne Crushed Aggregate for Surface Course cu.m. Fine Aggregates cu.m. Portland Cement, 40 kgs. bag Miscellaneous(10% of Above)

E-14

0.00981 0.07223 0.03495 0.000117

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 310(2)a DESCRIPTION: Bituminous Binder Course, ( thickness = 35mm) Furnished REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 4 8

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1 1

1 1 1 1

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 13 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E216 E119a E114 E121

Asphalt Paver/ Finisher,( 80 Hp ), NF220BIIVDM Pneumatic Tired Roller, DYNAPAC CS141, 11MT, Vibratory Tandem Roller, CC421, 10M.T. Water Truck, 500 - 1000 gals. Minor Tools (10% of Labor Cost)

E-15

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

m.t.

0.08155

E. MATERIALS RM084

Asphalt Concrete (Plant Mix) Hot Wastage Factor (5%)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 310(2)b DESCRIPTION: Bituminous Binder Course, ( thickness = 40mm) Furnished REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 4 8

1 1 1

NO. OF UNITS

NO. OF HOUR

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 13 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E-16

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

E216 E119a E114 E121

Asphalt Paver/ Finisher,( 80 Hp ), NF220BIIVDM Pneumatic Tired Roller, DYNAPAC CS141, 11MT, Vibratory Tandem Roller, CC421, 10M.T. Water Truck, 500 - 1000 gals. Minor Tools (10% of Labor Cost)

1 1 1 1

1 1 1 1

UNIT

QUANTITY

cu.m.

0.0932

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS RM084

Asphalt Concrete (Plant Mix) Hot Wastage Factor (5%)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 310(2)c DESCRIPTION: Bituminous Binder Course, ( thickness = 50mm) Furnished REF. NO.

DESIGNATION A. LABOR E-17

NO. OF PERSON

NO. OF HOUR

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 13 hours

SUB - TOTAL A NAME AND CAPACITY

1 4 8

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1 1

1 1 1 1

UNIT

QUANTITY

cu.m.

0.1165

B. EQUIPMENT E216 E119a E114 E121

Asphalt Paver/ Finisher,( 80 Hp ), NF220BIIVDM Pneumatic Tired Roller, DYNAPAC CS141, 11MT, Vibratory Tandem Roller, CC421, 10M.T. Water Truck, 500 - 1000 gals. Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS RM084

Asphalt Concrete (Plant Mix) Hot Wastage Factor (5%)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) E-18

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 310(3)a DESCRIPTION: Bituminous Wearing Course, (thickness = 35mm) Furnished REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 4 8

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1 1

1 1 1 1

UNIT

QUANTITY

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 13 hours SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT

E216 E119a E114 E121

Asphalt Paver/ Finisher,( 80 Hp ), NF220BIIVDM Pneumatic Tired Roller, DYNAPAC CS141, 11MT, Vibratory Tandem Roller, CC421, 10M.T. Water Truck, 500 - 1000 gals. Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS E-19

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

RM084

Asphalt Concrete (Plant Mix) Hot Wastage Factor (5%)

m.t.

0.08155

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 310(3)b DESCRIPTION: Bituminous Wearing Course, (thickness = 40mm) Furnished REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 4 8

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1 1

1 1 1 1

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 13 hours SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT

E216 E119a E114 E121

Asphalt Paver/ Finisher,( 80 Hp ), NF220BIIVDM Pneumatic Tired Roller, DYNAPAC CS141, 11MT, Vibratory Tandem Roller, CC421, 10M.T. Water Truck, 500 - 1000 gals. Minor Tools, (10% of Labor Cost) E-20

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

cu.m.

0.0932

E. MATERIALS RM084

Asphalt Concrete (Plant Mix) Hot Wastage Factor (5%)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 310(3)c DESCRIPTION: Bituminous Wearing Course, ( thickness = 50mm) Furnished REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 4 8

1 1 1

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 13 hours E-21

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

1 1 1 1

1 1 1 1

UNIT

QUANTITY

cu.m.

0.1165

B. EQUIPMENT E216 E114 E119a E121

Asphalt Paver/ Finisher,( 80 Hp ), NF220BIIVDM Vibratory Tandem Roller, CC421, 10M.T. Pneumatic Tired Roller, DYNAPAC CS141, 11MT, Water Truck, 500 - 1000 gals. Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS RM084

Asphalt Concrete (Plant Mix) Hot Wastage Factor (5%)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

E-22

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

PAY ITEM NO. : 311(1)a.1 DESCRIPTION: Portland Cement Concrete Pavement, Plain, 150mm. Thick For Re-Blocking NO. OF REF. NO. DESIGNATION PERSON NO. OF HOUR A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours

1 4 12

1 1 1

NO. OF UNITS

NO. OF HOUR

2 1 1 1

1 1 1 0.10

UNIT

QUANTITY

cu.m. liter kg. lm.

0.150 0.286 2.472 0.361

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E309 E209a E121 E418

Concrete Vibrator Concrete Screeder, ( 5.5 Hp) Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS PM#12 RM086 PM#19 SM051

Concrete, Class A-A Curing Compound Reinforcing Steel Bars, Grade 40 Steel Forms

E-23

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS Miscellaneous Cost, (5% of the above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 311(1)a.2 DESCRIPTION: Portland Cement Concrete Pavement, Plain, 150mm. Thick, High Early Strength NO. OF REF. NO. DESIGNATION PERSON

NO. OF HOUR

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours

1 4 12

1 1 1

NO. OF UNITS

NO. OF HOUR

2 1 1 1

1 1 1 0.10

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E309 E209a E121 E418

Concrete Vibrator Concrete Screeder, ( 5.5 Hp) Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Minor Tools, (10% of Labor Cost)

E-24

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

cu.m. kg. lm.

0.150 2.472 0.361

E. MATERIALS CM059 PM#19 SM051

Ready Mix Concrete, 3500 psi @ 3 days Reinforcing Steel Bars, Grade 40 Steel Forms Miscellaneous Cost, (5% of the above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 311(1)a.3 DESCRIPTION: Portland Cement Concrete Pavement, Plain, 150mm. Thick, High Early Strength (On Existing ACP) NO. OF REF. NO. DESIGNATION PERSON

NO. OF HOUR

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours SUB - TOTAL A

E-25

1 4 12

1 1 1

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

2 1 1 1

1 1 1 0.10

UNIT

QUANTITY

cu.m. kg. lm.

0.167 2.472 0.361

B. EQUIPMENT E309 E209a E121 E418

Concrete Vibrator Concrete Screeder, ( 5.5 Hp) Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS CM059 PM#19 SM051

Ready Mix Concrete, 3500 psi @ 3 days Reinforcing Steel Bars, Grade 40 Steel Forms Miscellaneous Cost, (5% of the above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 311(1)b.1

E-26

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS DESCRIPTION: Portland Cement Concrete Pavement, 230 mm thk. For Re-Blocking NO. OF REF. NO. DESIGNATION PERSON

NO. OF HOUR

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours

SUB - TOTAL A NAME AND CAPACITY

1 4 12

1 1 1

NO. OF UNITS

NO. OF HOUR

2 1 1 1 1 1

1 1 1 1 0.10 0.10

UNIT

QUANTITY

cu.m. lit. kg lm.

0.230 0.290 2.641 0.394

B. EQUIPMENT E309 E209 E121 E418 E406 E407

Concrete Vibrator Concrete Screeder, Roller Screed, Triple Tube Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Bar Shear, 42mm Bar Bender, 42mm Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS PM#12 RM086 CM006 SM051

Concrete, Class A-A Curing Compound Reinforcing Steel Deformed Bars, Grade 40 Steel Forms

E-27

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS Miscellaneous Cost, (5% of the above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 311(1)b.2 DESCRIPTION: Portland Cement Concrete Pavement, 230 mm thk. High Early Strength NO. OF REF. NO. DESIGNATION PERSON

NO. OF HOUR

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours

SUB - TOTAL A NAME AND CAPACITY

1 4 12

1 1 1

NO. OF UNITS

NO. OF HOUR

2 1 1 1 1 1

1 1 1 1 0.10 0.10

B. EQUIPMENT E309 E209 E121 E418 E406 E407

Concrete Vibrator Concrete Screeder, Roller Screed, Triple Tube Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Bar Shear, 42mm Bar Bender, 42mm Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B E-28

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

lit. cu.m. kg lm.

0.290 0.230 2.641 0.394

E. MATERIALS RM086 CM057 CM006 SM051

Curing Compound Ready Mix Concrete, 3500 psi @ 28 days Reinforcing Steel Deformed Bars, Grade 40 Steel Forms

Miscellaneous Cost, (5% of the above) SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 311(1)b.3 DESCRIPTION: Portland Cement Concrete Pavement, 230 mm thk. High Early Strength, Ready Mix NO. OF REF. NO. DESIGNATION PERSON

NO. OF HOUR

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT

E-29

1 4 12

1 1 1

NO. OF UNITS

NO. OF HOUR

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS E309 E209 E121 E418 E406 E407

Concrete Vibrator Concrete Screeder, Roller Screed, Triple Tube Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Bar Shear, 42mm Bar Bender, 42mm

2 1 1 1 1 1

1 1 1 1 0.10 0.10

UNIT

QUANTITY

cu.m. kg lm.

0.230 2.641 0.394

Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

CM059 CM006 SM051

Ready Mix Concrete, 3500 psi @ 3 days Reinforcing Steel Deformed Bars, Grade 40 Steel Forms

Miscellaneous Cost, (5% of the above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 311(1)c DESCRIPTION: Portland Cement Concrete Pavement, 245 mm thk. For Re-Blocking NO. OF REF. NO. DESIGNATION PERSON A. LABOR E-30

NO. OF HOUR

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours

SUB - TOTAL A NAME AND CAPACITY

1 4 12

1 1 1

NO. OF UNITS

NO. OF HOUR

2 1 1 1 1 1

1.00 1 1 1 0.10 0.10

UNIT

QUANTITY

cu.m. lit. kg lm.

0.245 0.286 2.648 0.396

B. EQUIPMENT E309 E209 E121 E418 E406 E407

Concrete Vibrator Concrete Screeder, Roller Screed, Triple Tube Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Bar Shear, 42mm Bar Bender, 42mm Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS PM#12 RM086 CM006 SM051

Concrete, Class A-A Curing Compound Reinforcing Steel Deformed Bars, Grade 40 Steel Forms

Miscellaneous Cost, (5% of the above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) E-31

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 311(1)d DESCRIPTION: Portland Cement Concrete Pavement, 260 mm thk. For Re-Blocking NO. OF REF. NO. DESIGNATION PERSON

NO. OF HOUR

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours

SUB - TOTAL A NAME AND CAPACITY

1 4 12

1 1 1

NO. OF UNITS

NO. OF HOUR

2 1 1 1 1 1

1.00 1 1 1 0.10 0.10

UNIT

QUANTITY

B. EQUIPMENT E309 E209 E121 E418 E406 E407

Concrete Vibrator Concrete Screeder, Roller Screed, Triple Tube Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Bar Shear, 42mm Bar Bender, 42mm Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS E-32

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

PM#12 RM086 CM006 SM051

Concrete, Class A-A Curing Compound Reinforcing Steel Deformed Bars, Grade 40 Steel Forms

cu.m. lit. kg lm.

0.260 0.286 2.659 0.397

Miscellaneous Cost, (5% of the above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 311(1)d.2 DESCRIPTION: Portland Cement Concrete Pavement, 260 mm thk. High Early Strength NO. OF REF. NO. DESIGNATION PERSON

NO. OF HOUR

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours

SUB - TOTAL A NAME AND CAPACITY

1 4 12

1 1 1

NO. OF UNITS

NO. OF HOUR

2 1 1 1 1

1.00 1 1 1 0.10

B. EQUIPMENT E309 E209 E121 E418 E406

Concrete Vibrator Concrete Screeder, Roller Screed, Triple Tube Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Bar Shear, 42mm E-33

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS E407

Bar Bender, 42mm

1

0.10

UNIT

QUANTITY

cu.m. kg lm

0.260 2.659 0.397

Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

CM059 CM006 SM051

Ready Mix Concrete, 3500 psi @ 3 days Reinforcing Steel Deformed Bars, Grade 40 Steel Forms

Miscellaneous Cost, (5% of the above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 311(1)e.1 DESCRIPTION: Portland Cement Concrete Pavement, 280 mm thk. For Re-Blocking NO. OF REF. NO. DESIGNATION PERSON

NO. OF HOUR

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours E-34

1 4 12

1 1 1

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

2 1 1 1 1 1

1.00 1 1 1 0.10 0.10

UNIT

QUANTITY

cu.m. lit. kg lm

0.280 0.286 2.662 0.397

B. EQUIPMENT E309 E209 E121 E418 E406 E407

Concrete Vibrator Concrete Screeder, Roller Screed, Triple Tube Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Bar Shear, 42mm Bar Bender, 42mm Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS PM#12 RM086 CM006 SM051

Concrete, Class A-A Curing Compound Reinforcing Steel Deformed Bars, Grade 40 Steel Forms

Miscellaneous Cost, (5% of the above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

E-35

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS * Based on DO No.40 PAY ITEM NO. : 311(1)e.1 DESCRIPTION: Portland Cement Concrete Pavement, 280 mm thk. NewPavement REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 4 12

1 1 1

NO. OF UNITS

NO. OF HOUR

2 1 1 1 1 1

1.00 1 1 1 0.10 0.10

UNIT

QUANTITY

cu.m. lit. kg lm

0.280 0.286 5.884 0.549

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E309 E209 E121 E418 E406 E407

Concrete Vibrator Concrete Screeder, Roller Screed, Triple Tube Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Bar Shear, 42mm Bar Bender, 42mm Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS PM#12 RM086 CM006 SM051

Concrete, Class A-A Curing Compound Reinforcing Steel Deformed Bars, Grade 40 Steel Forms E-36

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

Miscellaneous Cost, (5% of the above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I) * Based on DO No.40 PAY ITEM NO. : 311(1)e.2 DESCRIPTION: Portland Cement Concrete Pavement, 280 mm thk., High Early Strength NO. OF REF. NO. DESIGNATION PERSON NO. OF HOUR A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours

SUB - TOTAL A NAME AND CAPACITY

1 4 12

1 1 1

NO. OF UNITS

NO. OF HOUR

2 1 1 1 1 1

1.00 1 1 1 0.10 0.10

B. EQUIPMENT E309 E209 E121 E418 E406 E407

Concrete Vibrator Concrete Screeder, Roller Screed, Triple Tube Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Bar Shear, 42mm Bar Bender, 42mm Minor Tools, (10% of Labor Cost)

E-37

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

cu.m. kg lm

0.280 5.884 0.448

E. MATERIALS CM059 CM006 SM051

Ready Mix Concrete, 3500 psi @ 3 days Reinforcing Steel Deformed Bars, Grade 40 Steel Forms

Miscellaneous Cost, (5% of the above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I) * Based on DO No.40 PAY ITEM NO. : 311(1)e.3 DESCRIPTION: Portland Cement Concrete Pavement, 280 mm thk., High Early Strength (On Existing ACP) NO. OF REF. NO. DESIGNATION PERSON NO. OF HOUR A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours

SUB - TOTAL A NAME AND CAPACITY

E-38

1 4 12

1 1 1

NO. OF UNITS

NO. OF HOUR

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS B. EQUIPMENT E309 E209 E121 E418 E406 E407

Concrete Vibrator Concrete Screeder, Roller Screed, Triple Tube Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Bar Shear, 42mm Bar Bender, 42mm

2 1 1 1 1 1

1.00 1 1 1 0.10 0.10

UNIT

QUANTITY

cu.m. kg lm

0.297 5.884 0.448

Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS CM059 CM006 SM051

Ready Mix Concrete, 3500 psi @ 3 days Reinforcing Steel Deformed Bars, Grade 40 Steel Forms

Miscellaneous Cost, (5% of the above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 311(1)f DESCRIPTION: Portland Cement Concrete Pavement, 300 mm thk. For Re-Blocking NO. OF REF. NO. DESIGNATION PERSON E-39

NO. OF HOUR

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours

SUB - TOTAL A NAME AND CAPACITY

1 4 12

1 1 1

NO. OF UNITS

NO. OF HOUR

2 1 1 1 1 1

1.00 1.00 1.00 1.00 0.10 0.10

UNIT

QUANTITY

cu.m. lit. kg. lm

0.300 0.289 2.677 0.165

B. EQUIPMENT E309 E209 E121 E418 E406 E407

Concrete Vibrator Concrete Screeder, Roller Screed, Triple Tube Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Bar Shear, 42mm Bar Bender, 42mm Minor Tools, (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS PM#12 RM086 CM006 SM051

Concrete, Class A-A Curing Compound Reinforcing Steel Deformed Bars, Grade 40 Steel Forms

Miscellaneous (5% of the above)

E-40

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I) * Based on DO No.40 PAY ITEM NO. : 311(1)a DESCRIPTION: Portland Cement Concrete Pavement, 150 mm thk. Plant Mixed 3,500psi - Overlay NO. OF REF. NO. DESIGNATION PERSON NO. OF HOUR A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours

SUB - TOTAL A NAME AND CAPACITY

1 4 12

1 1 1

NO. OF UNITS

NO. OF HOUR

1 2 1 1 1 1 1

1.00 1.00 1 1 1 0.10 0.10

UNIT

QUANTITY

B. EQUIPMENT E208 E309 E209 E121 E418 E406 E407

Concrete Paver/Finisher, Gomaco /GT300 COM I Concrete Vibrator Concrete Screeder, Roller Screed, Triple Tube Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Bar Shear, 42mm Bar Bender, 42mm Minor Tools, (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E-41

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

E. MATERIALS PM#12 RM086 CM006 CM018 SM055

Concrete, Class A-A Curing Compound Reinforcing Steel Deformed Bars, Grade 40 Reinforcing Steel Plain Bars, Grade 40 Steel Forms 15 cm Width

cu.m. li kg kg lm

0.150 0.290 2.385 6.288 0.609

Miscellaneous Cost, (10% of the above) SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I) * Based on DO No.40 PAY ITEM NO. : 311(1)b DESCRIPTION: Portland Cement Concrete Pavement, 230 mm thk. Plant Mixed 3,500psi - Overlay NO. OF NO. OF HOUR REF. NO. DESIGNATION PERSON A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours

SUB - TOTAL A NAME AND CAPACITY

1 4 12

1 1 1

NO. OF UNITS

NO. OF HOUR

1 2 1

1.00 1.00 1

B. EQUIPMENT E208 E309 E209

Concrete Paver/Finisher, Gomaco /GT300 COM I Concrete Vibrator Concrete Screeder, Roller Screed, Triple Tube E-42

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS E121 E418 E406 E407

Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Bar Shear, 42mm Bar Bender, 42mm

1 1 1 1

1 1 0.10 0.10

UNIT

QUANTITY

cu.m. li kg kg lm

0.230 0.290 2.385 6.288 0.609

Minor Tools, (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS PM#12 RM086 CM006 CM018 SM057

Concrete, Class A-A Curing Compound Reinforcing Steel Deformed Bars, Grade 40 Reinforcing Steel Plain Bars, Grade 40 Steel Forms 23 cm Width

Miscellaneous Cost, (10% of the above) SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I) * Based on DO No.40 PAY ITEM NO. : 311(1)c DESCRIPTION: Portland Cement Concrete Pavement, 280 mm thk. Plant Mixed 3,500psi Overlay NO. OF REF. NO. DESIGNATION PERSON NO. OF HOUR A. LABOR L01 L07

Foreman Skilled Laborer

1 4 E-43

1 1

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS L09

Unskilled Laborer Total Man-hours = 17 hours

SUB - TOTAL A NAME AND CAPACITY

12

1

NO. OF UNITS

NO. OF HOUR

1 2 1 1 1 1 1

1.00 1.00 1 1 1 0.10 0.10

UNIT

QUANTITY

cu.m. li kg kg lm

0.280 0.286 2.385 6.288 0.609

B. EQUIPMENT E208 E309 E209 E121 E418 E406 E407

Concrete Paver/Finisher, Gomaco /GT300 COM I Concrete Vibrator Concrete Screeder, Roller Screed, Triple Tube Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Bar Shear, 42mm Bar Bender, 42mm Minor Tools, (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

PM#12 RM086 CM006 CM018 SM059

Concrete, Class A-A Curing Compound Reinforcing Steel Deformed Bars, Grade 40 Reinforcing Steel Plain Bars, Grade 40 Steel Forms 28 cm Width

Miscellaneous Cost, (10% of the above) SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) E-44

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS J. TOTAL UNIT COST (F+G+H+I) * Based on DO No.40 PAY ITEM NO. : 311(1)d DESCRIPTION: Portland Cement Concrete Pavement, 300 mm thk. Plant Mixed 3,500psi overlay NO. OF REF. NO. DESIGNATION PERSON NO. OF HOUR A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours

SUB - TOTAL A NAME AND CAPACITY

1 4 12

1 1 1

NO. OF UNITS

NO. OF HOUR

1 2 1 1 1 1 1

1.00 1.00 1 1 1 0.10 0.10

UNIT

QUANTITY

cu.m. kg

0.300 0.289

B. EQUIPMENT E208 E309 E209 E121 E418 E406 E407

Concrete Paver/Finisher, Gomaco /GT300 COM I Concrete Vibrator Concrete Screeder, Roller Screed, Triple Tube Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Bar Shear, 42mm Bar Bender, 42mm Minor Tools, (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

PM#12 RM086

Concrete, Class A-A Curing Compound E-45

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS CM006 CM018 SM060

Reinforcing Steel Deformed Bars, Grade 40 Reinforcing Steel Plain Bars, Grade 40 Steel Forms 30 cm Width

kg kg lm

2.612 6.835 0.610

Miscellaneous Cost, (10% of the above) SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I) * Based on DO No.40 PAY ITEM NO. : 311(1)e DESCRIPTION: Portland Cement Concrete Pavement, 310 mm thk. Plant Mixed 3,500psi Overlay NO. OF REF. NO. DESIGNATION PERSON NO. OF HOUR A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours

SUB - TOTAL A NAME AND CAPACITY

1 4 12

1 1 1

NO. OF UNITS

NO. OF HOUR

1 2 1 1 1 1 1

1.00 1.00 1 1 1 0.10 0.10

B. EQUIPMENT E208 E309 E209 E121 E418 E406 E407

Concrete Paver/Finisher, Gomaco /GT300 COM I Concrete Vibrator Concrete Screeder, Roller Screed, Triple Tube Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Bar Shear, 42mm Bar Bender, 42mm

E-46

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS Minor Tools, (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

cu.m. li kg kg lm

0.310 0.289 2.806 7.382 0.610

E. MATERIALS PM#12 RM086 CM006 CM018 SM060

Concrete, Class A-A Curing Compound Reinforcing Steel Deformed Bars, Grade 40 Reinforcing Steel Plain Bars, Grade 40 Steel Forms 30 cm Width

Miscellaneous Cost, (10% of the above) SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I) * Aligned toDO No.40 PAY ITEM NO. : 311(1)a DESCRIPTION: Portland Cement Concrete Pavement, 100 mm thk. Plant Mixed 3,500psi - Overlay NO. OF REF. NO. DESIGNATION PERSON NO. OF HOUR A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours

SUB - TOTAL A E-47

1 4 12

1 1 1

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

1 2 1 1 1 1 1

1.00 1.00 1 1 1 0.10 0.10

UNIT

QUANTITY

cu.m. li kg kg lm sq.m. sq.m.

0.150 0.290 0.518 3.363 0.605 1.00 1.00

B. EQUIPMENT E208 E309 E209 E121 E418 E406 E407

Concrete Paver/Finisher, Gomaco /GT300 COM I Concrete Vibrator Concrete Screeder, Roller Screed, Triple Tube Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Bar Shear, 42mm Bar Bender, 42mm Minor Tools, (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

PM#12 RM086 CM006 CM018 SM055 SPL101(3)b SPL101(3)c

Concrete, Class A-A Curing Compound Reinforcing Steel Deformed Bars, Grade 40 Reinforcing Steel Plain Bars, Grade 40 Steel Forms 15 cm Width Shot Blasting Air Blasting Miscellaneous Cost, (10% of the above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I) * Aligned toDO No.40 PAY ITEM NO. : 311(1)b DESCRIPTION: Portland Cement Concrete Pavement, 150 mm thk. Plant Mixed 3,500psi - Overlay E-48

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

REF. NO.

Portland Cement Concrete Pavement, 150 mm thk. Plant Mixed 3,500psi - Overlay NO. OF NO. OF HOUR DESIGNATION PERSON A. LABOR

L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours

SUB - TOTAL A NAME AND CAPACITY

1 4 12

1 1 1

NO. OF UNITS

NO. OF HOUR

1 2 1 1 1 1 1

1.00 1.00 1 1 1 0.10 0.10

UNIT

QUANTITY

cu.m. li kg kg lm sq.m. sq.m.

0.150 0.290 0.518 3.363 0.605 1.00 1.00

B. EQUIPMENT E208 E309 E209 E121 E418 E406 E407

Concrete Paver/Finisher, Gomaco /GT300 COM I Concrete Vibrator Concrete Screeder, Roller Screed, Triple Tube Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Bar Shear, 42mm Bar Bender, 42mm Minor Tools, (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

PM#12 RM086 CM006 CM018 SM055 SPL101(3)b SPL101(3)c

Concrete, Class A-A Curing Compound Reinforcing Steel Deformed Bars, Grade 40 Reinforcing Steel Plain Bars, Grade 40 Steel Forms 15 cm Width Shot Blasting Air Blasting E-49

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS Miscellaneous Cost, (10% of the above) SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I) * Aligned toDO No.40 PAY ITEM NO. : 311(1)c DESCRIPTION: Portland Cement Concrete Pavement, 200 mm thk. Plant Mixed 3,500psi - Overlay NO. OF REF. NO. DESIGNATION PERSON NO. OF HOUR A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours

SUB - TOTAL A NAME AND CAPACITY

1 4 12

1 1 1

NO. OF UNITS

NO. OF HOUR

1 2 1 1 1 1 1

1.00 1.00 1 1 1 0.10 0.10

B. EQUIPMENT E208 E309 E209 E121 E418 E406 E407

Concrete Paver/Finisher, Gomaco /GT300 COM I Concrete Vibrator Concrete Screeder, Roller Screed, Triple Tube Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Bar Shear, 42mm Bar Bender, 42mm Minor Tools, (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT E-50

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

cu.m. li kg kg lm sq.m. sq.m.

0.200 0.290 0.809 3.770 0.607 1.00 1.00

E. MATERIALS PM#12 RM086 CM006 CM018 SM056 SPL101(3)b SPL101(3)c

Concrete, Class A-A Curing Compound Reinforcing Steel Deformed Bars, Grade 40 Reinforcing Steel Plain Bars, Grade 40 Steel Forms 20 cm Width Shot Blasting Air Blasting Miscellaneous Cost, (10% of the above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I) * Aligned toDO No.40 PAY ITEM NO. : 311(1)d DESCRIPTION: Portland Cement Concrete Pavement, 230 mm thk. Plant Mixed 3,500psi - Overlay NO. OF NO. OF HOUR REF. NO. DESIGNATION PERSON A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours

SUB - TOTAL A NAME AND CAPACITY

1 4 12

1 1 1

NO. OF UNITS

NO. OF HOUR

1

1.00

B. EQUIPMENT E208

Concrete Paver/Finisher, Gomaco /GT300 COM I E-51

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS E309 E209 E121 E418 E406 E407

Concrete Vibrator Concrete Screeder, Roller Screed, Triple Tube Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Bar Shear, 42mm Bar Bender, 42mm

2 1 1 1 1 1

1.00 1 1 1 0.10 0.10

UNIT

QUANTITY

cu.m. li kg kg lm sq.m. sq.m.

0.230 0.290 1.585 4.857 0.608 1.00 1.00

Minor Tools, (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS PM#12 RM086 CM006 CM018 SM057 SPL101(3)b SPL101(3)c

Concrete, Class A-A Curing Compound Reinforcing Steel Deformed Bars, Grade 40 Reinforcing Steel Plain Bars, Grade 40 Steel Forms 23 cm Width Shot Blasting Air Blasting Miscellaneous Cost, (10% of the above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I) * Aligned toDO No.40 PAY ITEM NO. : 311(1)e DESCRIPTION: Portland Cement Concrete Pavement, 250 mm thk. Plant Mixed 3,500psi - Overlay NO. OF REF. NO. DESIGNATION PERSON NO. OF HOUR A. LABOR

E-52

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours

SUB - TOTAL A NAME AND CAPACITY

1 4 12

1 1 1

NO. OF UNITS

NO. OF HOUR

1 2 1 1 1 1 1

1.00 1.00 1 1 1 0.10 0.10

UNIT

QUANTITY

cu.m. li kg kg lm sq.m. sq.m.

0.230 0.290 1.585 4.857 0.608 1.00 1.00

B. EQUIPMENT E208 E309 E209 E121 E418 E406 E407

Concrete Paver/Finisher, Gomaco /GT300 COM I Concrete Vibrator Concrete Screeder, Roller Screed, Triple Tube Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Bar Shear, 42mm Bar Bender, 42mm Minor Tools, (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

PM#12 RM086 CM006 CM018 SM058 SPL101(3)b SPL101(3)c

Concrete, Class A-A Curing Compound Reinforcing Steel Deformed Bars, Grade 40 Reinforcing Steel Plain Bars, Grade 40 Steel Forms 25 cm Width Shot Blasting Air Blasting Miscellaneous Cost, (10% of the above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) E-53

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I) * Aligned toDO No.40 PAY ITEM NO. : 311(1)f DESCRIPTION: Portland Cement Concrete Pavement, 280 mm thk. Plant Mixed 3,500psi Overlay NO. OF REF. NO. DESIGNATION PERSON NO. OF HOUR A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours

SUB - TOTAL A NAME AND CAPACITY

1 4 12

1 1 1

NO. OF UNITS

NO. OF HOUR

1 2 1 1 1 1 1

1.00 1.00 1 1 1 0.10 0.10

UNIT

QUANTITY

B. EQUIPMENT E208 E309 E209 E121 E418 E406 E407

Concrete Paver/Finisher, Gomaco /GT300 COM I Concrete Vibrator Concrete Screeder, Roller Screed, Triple Tube Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Bar Shear, 42mm Bar Bender, 42mm Minor Tools, (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

E-54

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS PM#12 RM086 CM006 CM018 SM059 SPL101(3)b SPL101(3)c

Concrete, Class A-A Curing Compound Reinforcing Steel Deformed Bars, Grade 40 Reinforcing Steel Plain Bars, Grade 40 Steel Forms 28 cm Width Shot Blasting Air Blasting Miscellaneous Cost, (10% of the above)

cu.m. li kg kg lm sq.m. sq.m.

0.280 0.286 1.585 4.857 0.608 1.00 1.00

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I) * Based on DO No.40 PAY ITEM NO. : 311(1)g DESCRIPTION: Portland Cement Concrete Pavement, 300 mm thk. Plant Mixed 3,500psi overlay NO. OF REF. NO. DESIGNATION PERSON NO. OF HOUR A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours

SUB - TOTAL A NAME AND CAPACITY

1 4 12

1 1 1

NO. OF UNITS

NO. OF HOUR

1 2 1 1 1 1

1.00 1.00 1 1 1 0.10

B. EQUIPMENT E208 E309 E209 E121 E418 E406

Concrete Paver/Finisher, Gomaco /GT300 COM I Concrete Vibrator Concrete Screeder, Roller Screed, Triple Tube Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Bar Shear, 42mm E-55

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS E407

Bar Bender, 42mm

1

0.10

UNIT

QUANTITY

cu.m. kg kg kg lm sq.m. sq.m.

0.300 0.289 2.612 6.835 0.610 1.00 1.00

Minor Tools, (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS PM#12 RM086 CM006 CM018 SM060 SPL101(3)b SPL101(3)c

Concrete, Class A-A Curing Compound Reinforcing Steel Deformed Bars, Grade 40 Reinforcing Steel Plain Bars, Grade 40 Steel Forms 30 cm Width Shot Blasting Air Blasting Miscellaneous Cost, (10% of the above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I) * Based on DO No.40 PAY ITEM NO. : 311(1)h DESCRIPTION: Portland Cement Concrete Pavement, 310 mm thk. Plant Mixed 3,500psi Overlay NO. OF REF. NO. DESIGNATION PERSON NO. OF HOUR A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours

E-56

1 4 12

1 1 1

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

1 2 1 1 1 1 1

1.00 1.00 1 1 1 0.10 0.10

UNIT

QUANTITY

cu.m. li kg kg lm sq.m. sq.m.

0.310 0.289 2.806 7.382 0.610 1.00 1.00

B. EQUIPMENT E208 E309 E209 E121 E418 E406 E407

Concrete Paver/Finisher, Gomaco /GT300 COM I Concrete Vibrator Concrete Screeder, Roller Screed, Triple Tube Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Bar Shear, 42mm Bar Bender, 42mm Minor Tools, (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

PM#12 RM086 CM006 CM018 SM060 SPL101(3)b SPL101(3)c

Concrete, Class A-A Curing Compound Reinforcing Steel Deformed Bars, Grade 40 Reinforcing Steel Plain Bars, Grade 40 Steel Forms 30 cm Width Shot Blasting Air Blasting Miscellaneous Cost, (10% of the above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I) * Based on DO No.40 E-57

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS PAY ITEM NO. : 311(1)i DESCRIPTION: Portland Cement Concrete Pavement, 230 mm thk. Exist Plant Mixed 3,500psi Re-Blocking NO. OF NO. OF HOUR REF. NO. DESIGNATION PERSON A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours

SUB - TOTAL A NAME AND CAPACITY

1 4 12

1 1 1

NO. OF UNITS

NO. OF HOUR

2 1 1 1 1 1 4

1.00 1 1 1 0.10 0.10 1.00

UNIT

QUANTITY

cu.m. li kg kg

0.230 0.286 2.885 4.617

B. EQUIPMENT E309 E209 E121 E418 E406 E407 E413

Concrete Vibrator Concrete Screeder, Roller Screed, Triple Tube Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Bar Shear, 42mm Bar Bender, 42mm Electric/Crawler Drill

Minor Tools, (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS PM#12 RM086 CM006 CM018

Concrete, Class A-A Curing Compound Reinforcing Steel Deformed Bars, Grade 40 Reinforcing Steel Plain Bars, Grade 40 E-58

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS RM227

Concrete Epoxy, (A & B)

cu.m.

0.0004

Miscellaneous Cost, (10% of the above) SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I) * Based on DO No.40 PAY ITEM NO. : 311(1)j DESCRIPTION: Portland Cement Concrete Pavement, 250 mm thk. Exist Plant Mixed 3,500psi Re-Blocking NO. OF REF. NO. DESIGNATION PERSON NO. OF HOUR A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours

SUB - TOTAL A NAME AND CAPACITY

1 4 12

1 1 1

NO. OF UNITS

NO. OF HOUR

2 1 1 1 1 1 4

1.00 1 1 1 0.10 0.10 1.00

B. EQUIPMENT E309 E209 E121 E418 E406 E407 E413

Concrete Vibrator Concrete Screeder, Roller Screed, Triple Tube Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Bar Shear, 42mm Bar Bender, 42mm Electric/Crawler Drill

Minor Tools, (10% of Labor Cost)

E-59

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

cu.m. li kg kg cu.m.

0.250 0.286 3.769 6.030 0.0005

E. MATERIALS PM#12 RM086 CM006 CM018 RM227

Concrete, Class A-A Curing Compound Reinforcing Steel Deformed Bars, Grade 40 Reinforcing Steel Plain Bars, Grade 40 Concrete Epoxy, (A & B) Miscellaneous Cost, (10% of the above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I) * Based on DO No.40 PAY ITEM NO. : 311(1)k DESCRIPTION: Portland Cement Concrete Pavement, 280 mm thk. Exist. Plant Mixed 3,500psi Re-Blocking NO. OF REF. NO. DESIGNATION PERSON NO. OF HOUR A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E-60

1 4 12

1 1 1

NO. OF UNITS

NO. OF HOUR

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

E309 E209 E121 E418 E406 E407 E413

Concrete Vibrator Concrete Screeder, Roller Screed, Triple Tube Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Bar Shear, 42mm Bar Bender, 42mm Electric/Crawler Drill

2 1 1 1 1 1 4

1.00 1 1 1 0.10 0.10 1.00

UNIT

QUANTITY

cu.m. li kg kg cu.m.

0.280 0.286 4.771 7.633 0.0005

Minor Tools, (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS PM#12 RM086 CM006 CM018 RM227

Concrete, Class A-A Curing Compound Reinforcing Steel Deformed Bars, Grade 40 Reinforcing Steel Plain Bars, Grade 40 Concrete Epoxy, (A & B) Miscellaneous Cost, (10% of the above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I) * Based on DO No.40 PAY ITEM NO. : 311(1)l DESCRIPTION: Portland Cement Concrete Pavement, 300 mm thk. Exist. Plant Mixed 3,500psi Re-Blocking NO. OF REF. NO. DESIGNATION PERSON NO. OF HOUR

E-61

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 17 hours

SUB - TOTAL A NAME AND CAPACITY

1 4 12

1 1 1

NO. OF UNITS

NO. OF HOUR

2 1 1 1 1 1 4

1.00 1 1 1 0.10 0.10 1.00

UNIT

QUANTITY

cu.m. li kg kg cu.m.

0.300 0.286 4.771 7.633 0.0005

B. EQUIPMENT E309 E209 E121 E418 E406 E407 E413

Concrete Vibrator Concrete Screeder, Roller Screed, Triple Tube Water Truck, 500 - 1000 gals. Concrete Cutter, 14 " diameter Bar Shear, 42mm Bar Bender, 42mm Electric/Crawler Drill

Minor Tools, (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS PM#12 RM086 CM006 CM018 RM227

Concrete, Class A-A Curing Compound Reinforcing Steel Deformed Bars, Grade 40 Reinforcing Steel Plain Bars, Grade 40 Concrete Epoxy, (A & B) Miscellaneous Cost, (10% of the above) SUB - TOTAL E E-62

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 613 (1) DESCRIPTION: Concrete Joint Sealant (Hot- Poured Elastic Type) for Cracks / Joints NO. OF REF. NO. DESIGNATION PERSON NO. OF HOUR A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 7 hours SUB - TOTAL A NAME AND CAPACITY

1 2 4

1 1 1

NO. OF UNITS

NO. OF HOUR

1 2 1

1 1 1

UNIT

QUANTITY

tonne

0.001

B. EQUIPMENT E215 E427 E402

Power Broom, Towed type, 2.0m wide Joint Sealer with nozzle ( Hot 0r cold) Air Compressor, 251-315 cfm Minor Tools (20% of above Cost) ( Kettle, gas stove w/ tank, etc.) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

RM085

Asphalt Cement Penetration Grade 40-50 E-63

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS Wastage Factor (5%) Assumed : Specific Gravity of AP 30-50 = 1.03 Depth = 50 mm Width = 6 mm Factor = 0.05 x 0.006 x 1.03 x 1.05 = 0.00033

SUB - TOTAL E SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : SPL 303 (a) DESCRIPTION: Bituminous Seal Coat (for Cracks / Joints ) REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 2 4

1 1 1

NO. OF UNITS

NO. OF HOUR

2

1

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 7 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E427

Joint Sealer with nozzle ( Hot 0r cold) 3000 USG E-64

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS E402

Air Compressor, 251-315 cfm

1

1

UNIT

QUANTITY

pail

0.025

Minor Tools (20% of above Cost) ( Kettle, gas stove w/ tank, etc.)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS RM095

Asphalt Sealant, (Hard Asphalt) Wastage Factor (20%)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : SPL 303(b) DESCRIPTION: Epoxy Sealing on PCCP REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 2 4

1 1 1

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer E-65

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS Total Man-hours = 7 hours

SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

2 1 1

1 1 0.5

UNIT

QUANTITY

gal

0.10

B. EQUIPMENT E420 E402 E413

Pneumatic Gun (for Epoxy Injection) Air Compressor, 251-315 cfm Electric/Crawler Drill Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS RM227

Concrete Epoxy, (A & B) Wastage Factor and Miscellaneous, (20%) for putty, tubes , etc.

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I) E-66

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

PAY ITEM NO. : 301(1) DESCRIPTION: Bituminous Prime Coat, ( MC-70 ) REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 3

1 1

NO. OF UNITS

NO. OF HOUR

1 1

1 1

UNIT

QUANTITY

mt.

1.05

A. LABOR L01 L09

Foreman Unskilled Laborer Total Man-hours = 4 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E210 E215

Asphalt Distributor, Etnyre BT-RS/5 T, 3000 USG Power Broom, Towed type, 2.0m wide

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS RM081

Cutback Asphalt, MC-70 *(as of April, 2013)

E-67

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS Wastage Factor (5%)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 302(2) DESCRIPTION: Bituminous Tack Coat, ( SS-1 ) REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 3

1 1

NO. OF UNITS

NO. OF HOUR

1 1

1 1

A. LABOR L01 L09

Foreman Unskilled Laborer Total Man-hours = 4 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E210 E215

Asphalt Distributor, Etnyre BT-RS/5 T, 3000 USG Power Broom, Towed type, 2.0m wide

E-68

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

cu.m.

1.05

E. MATERIALS RM082

Emulsified Asphalt, SS-1**as of April, 2013) Wastage Factor (5%)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

E-69

Length = 11.81

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS DIRECT UNIT COST/SQ.M.

OUTPUT/HR Per Ton HOURLY RATE

72.87 0.30 AMOUNT

82.29 45.95

82.29 137.86

220.15 AMOUNT

HOURLY RATE

1,585.07 130.54

1,585.07 130.54

1,715.61 1,935.75 0.30 6,452.52 AMOUNT

UNIT COST

63,409.00

E-70

66,579.45

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

Php/ mt.

Php/Sq.m

DIRECT UNIT COST/SQ.M OUTPUT/HR Per Ton HOURLY RATE

66,579.45 73,031.97 4,381.92 5,842.56 9,990.77 93,247.21 72.87 4.37 5.83 9.97 93.04

33.56 0.30 AMOUNT

82.29 45.95

82.29 137.86

220.15 AMOUNT

HOURLY RATE

1,585.07 130.54

1,585.07 130.54

1,715.61 1,935.75 0.30 E-71

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 6,452.52 AMOUNT

UNIT COST

57,919.00

60,814.95

Php/ mt.

60,814.95 67,267.47 4,036.05 5,381.40 9,202.19 85,887.10 33.56 2.01 2.68 4.59 42.85

Php/Sq.m

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

903.06 171.30 AMOUNT

82.29 59.68 45.95

82.29 358.07 551.44

991.79 AMOUNT

HOURLY RATE

E-72

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

1,214.73 1,352.00 2,145.11 1,065.00

1,214.73 2,704.00 2,145.11 1,065.00 99.18

7,228.02 8,219.81 171.30 47.98 AMOUNT

UNIT COST

60,923.00 452.38 371.00 250.00 48.00

746.92 4.52 15.21 32.50 55.92

855.07 903.06 54.18 72.24 123.54 1,153.02

DIRECT UNIT COST/M2 OUTPUT/HR.

E-73

773.03 171.30

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS HOURLY RATE

AMOUNT

82.29 59.68 45.95

82.29 358.07 551.44

991.79 AMOUNT

HOURLY RATE

1,833.00 1,214.73 2,145.11 476.22 669.10 1,352.00 1,065.00

1,833.00 1,214.73 2,145.11 476.22 669.10 2,704.00 1,065.00 99.18 10,206.34 11,198.13 171.30 65.37 AMOUNT

UNIT COST

60,923.00 452.38 371.00 250.00

E-74

597.65 32.68 12.97 0.03 64.33

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

707.66 773.03 46.38 61.84 105.75 987.00

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

665.84 192.72 AMOUNT

82.29 59.68 45.95

82.29 358.07 551.44

991.79 AMOUNT

HOURLY RATE

1,833.00 1,214.73 2,145.11 476.22 669.10 1,352.00 1,065.00

1,833.00 1,214.73 2,145.11 476.22 669.10 2,704.00 1,065.00 99.18 10,206.34 11,198.13 192.72 58.11 AMOUNT

UNIT COST

E-75

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

60,923.00 452.38 371.00 250.00

511.14 29.41 11.67 0.26 55.25

607.74 665.84 39.95 53.27 91.09 850.15

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

594.96 214.13 AMOUNT

82.29 59.68 45.95

82.29 358.07 551.44 991.79 AMOUNT

HOURLY RATE

1,833.00 1,352.00 1,214.73 2,145.11 E-76

1,833.00 2,704.00 1,214.73 2,145.11

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 476.22 669.10 1,065.00

476.22 669.10 1,065.00 99.18 10,206.34 11,198.13 214.13 52.30 AMOUNT

UNIT COST

60,923.00 452.38 371.00 250.00

454.49 26.14 10.37 2.33 49.33

542.66 594.96 35.70 47.60 81.39 759.64

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

517.14 249.82 AMOUNT

82.29 E-77

82.29

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 59.68 45.95

358.07 551.44

991.79 AMOUNT

HOURLY RATE

1,833.00 1,214.73 476.22 669.10 1,352.00 2,145.11 1,065.00

1,833.00 1,214.73 476.22 669.10 2,704.00 2,145.11 1,065.00 99.18 10,206.34 11,198.13 249.82 44.82 AMOUNT

UNIT COST

60,923.00 452.38 371.00 250.00

397.22 22.87 9.08 0.21 42.94

472.31 517.14 31.03 41.37 E-78

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 70.74 660.28

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

532.08 187.37 AMOUNT

82.29 59.68 45.95

82.29 358.07 551.44

991.79 AMOUNT

HOURLY RATE

1,833.00 1,214.73 476.22 669.10 1,352.00 2,145.11 1,065.00

1,833.00 1,214.73 476.22 669.10 2,704.00 2,145.11 1,065.00 99.18 10,206.34 11,198.13 187.37 59.77 AMOUNT

UNIT COST

60,923.00 452.38 371.00 250.00 E-79

397.22 22.87 9.08 0.21

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 42.94

472.31 532.08 31.92 42.57 72.79 679.36

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

612.39 160.60 AMOUNT

82.29 59.68 45.95

82.29 358.07 551.44 991.79 AMOUNT

HOURLY RATE

1,833.00 1,352.00 1,214.73 2,145.11 476.22 669.10 1,065.00

E-80

1,833.00 2,704.00 1,214.73 2,145.11 476.22 669.10 1,065.00 99.18

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 10,206.34 11,198.13 160.60 69.73 AMOUNT

UNIT COST

60,923.00 452.38 371.00 250.00

454.49 26.14 10.37 2.33 49.33

542.66 612.39 36.74 48.99 83.77 781.90

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

685.21 144.54 AMOUNT

82.29 59.68 45.95

82.29 358.07 551.44

991.79 E-81

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS HOURLY RATE

AMOUNT

1,833.00 1,214.73 2,145.11 476.22 669.10 1,352.00 1,065.00

1,833.00 1,214.73 2,145.11 476.22 669.10 2,704.00 1,065.00 99.18 10,206.34 11,198.13 144.54 77.48 AMOUNT

UNIT COST

60,923.00 452.38 371.00 250.00

511.14 29.41 11.67 0.26 55.25

607.74 685.21 41.11 54.82 93.74 874.88

DIRECT UNIT COST/M2 E-82

794.82

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS OUTPUT/HR.

128.48

HOURLY RATE

AMOUNT

82.29 59.68 45.95

82.29 358.07 551.44

991.79 AMOUNT

HOURLY RATE

1,833.00 1,214.73 2,145.11 476.22 669.10 1,352.00 1,065.00

1,833.00 1,214.73 2,145.11 476.22 669.10 2,704.00 1,065.00 99.18 10,206.34 11,198.13 128.48 87.16 AMOUNT

UNIT COST

60,923.00 452.38 371.00 250.00

E-83

597.65 32.68 12.97 0.03 64.33

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

707.66 794.82 47.69 63.59 108.73 1,014.83

DIRECT UNIT COST/M2

OUTPUT/HR. HOURLY RATE

678.28 271.43 AMOUNT

82.29 59.68 45.95

82.29 238.71 367.62

688.63 AMOUNT

HOURLY RATE

1,833.00 1,184.00 2,185.94 1,065.00

E-84

1,833.00 1,184.00 2,185.94 1,065.00 68.86

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 6,336.80 7,025.43 271.43 25.88 AMOUNT

UNIT COST

8,000.00

652.40

652.40 678.28 40.70 54.26 92.79 866.03

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

775.18 237.50 AMOUNT

82.29 59.68 45.95

82.29 238.71 367.62

688.63 AMOUNT

HOURLY RATE

E-85

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

1,833.00 1,184.00 2,185.94 1,065.00

1,833.00 1,184.00 2,185.94 1,065.00 68.86

6,336.80 7,025.43 237.50 29.58 AMOUNT

UNIT COST

8,000.00

745.60

745.60 775.18 46.51 62.01 106.04 989.75

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

968.98 190.00 AMOUNT

E-86

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

82.29 59.68 45.95

82.29 238.71 367.62

688.63 AMOUNT

HOURLY RATE

1,833.00 1,184.00 2,185.94 1,065.00

1,833.00 1,184.00 2,185.94 1,065.00 68.86

6,336.80 7,025.43 190.00 36.98 AMOUNT

UNIT COST

8,000.00

932.00

932.00 968.98 E-87

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 58.14 77.52 132.56 1,237.19

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

678.28 271.43 AMOUNT

82.29 59.68 45.95

82.29 238.71 367.62

688.63 AMOUNT

HOURLY RATE

1,833.00 1,184.00 2,185.94 1,065.00

1,833.00 1,184.00 2,185.94 1,065.00 68.86

6,336.80 7,025.43 271.43 25.88 AMOUNT

UNIT COST

E-88

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

8,000.00

652.40

652.40 678.28 40.70 54.26 92.79 866.03

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

775.18 237.50 AMOUNT

82.29 59.68 45.95

82.29 238.71 367.62

688.63 AMOUNT

HOURLY RATE

1,833.00 1,184.00 2,185.94 1,065.00

E-89

1,833.00 1,184.00 2,185.94 1,065.00 68.86

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

6,336.80 7,025.43 237.50 29.58 AMOUNT

UNIT COST

8,000.00

745.60

745.60 775.18 46.51 62.01 106.04 989.75

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

968.98 190.00 AMOUNT

82.29 59.68 45.95

E-90

82.29 238.71 367.62

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

688.63 HOURLY RATE

AMOUNT

1,833.00 2,185.94 1,184.00 1,065.00

1,833.00 2,185.94 1,184.00 1,065.00 68.86

6,336.80 7,025.43 190.00 36.98 AMOUNT

UNIT COST

8,000.00

932.00

932.00 968.98 58.14 77.52 132.56 1,237.19

E-91

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

962.66 107.33 AMOUNT

82.29 59.68 45.95

82.29 238.71 551.44

872.44 HOURLY RATE

AMOUNT

145.84 545.00 1,065.00 167.38

291.68 545.00 1,065.00 16.74 87.24

2,005.66 2,878.10 107.33 26.82 UNIT COST

AMOUNT

4,578.27 75.00 68.50 40.00

E-92

686.74 21.45 169.34 14.44

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 43.88

935.84 962.66 57.76 77.01 131.69 1,229.12

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

993.65 107.33 AMOUNT

82.29 59.68 45.95

82.29 238.71 551.44

872.44 HOURLY RATE

AMOUNT

145.84 545.00 1,065.00 167.38

E-93

291.68 545.00 1,065.00 16.74 87.24

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 2,005.66 2,878.10 107.33 26.82 UNIT COST

AMOUNT

4,918.00 68.50 40.00

737.70 169.34 14.44 45.35

966.83 993.65 59.62 79.49 135.93 1,268.69

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

1,080.14 107.33 AMOUNT

82.29 59.68 45.95

82.29 238.71 551.44

872.44

E-94

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS HOURLY RATE

AMOUNT

145.84 545.00 1,065.00 167.38

291.68 545.00 1,065.00 16.74 87.24

2,005.66 2,878.10 107.33 26.82 UNIT COST

AMOUNT

4,918.00 68.50 40.00

820.08 169.34 14.44 49.47

1,053.32 1,080.14 64.81 86.41 147.76 1,379.12

DIRECT UNIT COST/M2

E-95

1,387.54

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS OUTPUT/HR.

70.00

HOURLY RATE

AMOUNT

82.29 59.68 45.95

82.29 238.71 551.44

872.44 AMOUNT

HOURLY RATE

145.84 2,773.46 1,065.00 167.38 315.25 390.85

291.68 2,773.46 1,065.00 167.38 31.52 39.08 87.24

sq.m. / hr. UNIT COST

4,578.27 75.00 60.00 40.00

E-96

4,455.37 5,327.81 70.00 76.11 AMOUNT

1,053.00 21.75 158.46 15.77

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 62.45

1,311.43 1,387.54 83.25 111.00 189.82 1,771.62

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

1,316.66 70.00 AMOUNT

82.29 59.68 45.95

82.29 238.71 551.44

872.44 AMOUNT

HOURLY RATE

145.84 2,773.46 1,065.00 167.38 315.25 390.85

291.68 2,773.46 1,065.00 167.38 31.52 39.08 87.24

4,455.37 5,327.81 E-97

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS sq.m. / hr. UNIT COST

75.00 4,288.00 60.00 40.00

70.00 76.11 AMOUNT

21.75 986.24 158.46 15.77

58.32 1,240.54 1,316.66 79.00 105.33 180.12 1,681.11

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

1,446.75 70.00 AMOUNT

82.29 59.68 45.95

82.29 238.71 551.44

872.44 AMOUNT

HOURLY RATE

E-98

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 145.84 2,773.46 1,065.00 167.38 315.25 390.85

291.68 2,773.46 1,065.00 167.38 31.52 39.08 87.24

sq.m. / hr. UNIT COST

4,918.00 60.00 40.00

4,455.37 5,327.81 70.00 76.11 AMOUNT

1,131.14 158.46 15.77

65.27

1,370.64 1,446.75 86.81 115.74 197.92 1,847.21

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

1,460.91 69.00 AMOUNT

E-99

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

82.29 59.68 45.95

82.29 238.71 551.44

872.44 AMOUNT

HOURLY RATE

145.84 2,773.46 1,065.00 167.38 315.25 390.85

291.68 2,773.46 1,065.00 167.38 31.52 39.08 87.24

4,455.37 5,327.81 69.00 77.21 AMOUNT

UNIT COST

4,578.27 75.00 60.00 40.00

1,121.68 21.45 158.86 15.83

65.89

1,383.70 1,460.91 E-100

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 87.65 116.87 199.85 1,865.30

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

1,535.01 67.90 AMOUNT

82.29 59.68 45.95

82.29 238.71 551.44

872.44 AMOUNT

HOURLY RATE

145.84 2,773.46 1,065.00 167.38 315.25 390.85

291.68 2,773.46 1,065.00 167.38 31.52 39.08 87.24

4,455.37 5,327.81 67.90 78.47 AMOUNT

UNIT COST

E-101

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

4,578.27 75.00 60.00 40.00

1,190.35 21.45 159.51 15.88

69.36

1,456.55 1,535.01 92.10 122.80 209.99 1,959.91

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

1,605.24 67.90 AMOUNT

82.29 59.68 45.95

82.29 238.71 551.44

872.44 AMOUNT

HOURLY RATE

145.84 2,773.46 1,065.00 167.38 315.25 E-102

291.68 2,773.46 1,065.00 167.38 31.52

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 390.85

39.08 87.24

4,455.37 5,327.81 67.90 78.47 AMOUNT

UNIT COST

4,918.00 60.00 40.00

1,278.68 159.51 15.88

72.70

1,526.77 1,605.24 96.31 128.42 219.60 2,049.57

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

1,633.09 66.45 AMOUNT

82.29 59.68 45.95

E-103

82.29 238.71 551.44

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

872.44 AMOUNT

HOURLY RATE

145.84 2,773.46 1,065.00 167.38 315.25 390.85

291.68 2,773.46 1,065.00 167.38 31.52 39.08 87.24

4,455.37 5,327.81 66.45 80.18 AMOUNT

UNIT COST

4,578.27 75.00 60.00 40.00

1,281.91 21.45 159.72 15.88

73.95

1,552.91 1,633.09 97.99 130.65 223.41 2,085.13

E-104

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

1,842.46 66.45 AMOUNT

82.29 59.68 45.95

82.29 238.71 551.44

872.44 AMOUNT

HOURLY RATE

145.84 2,773.46 1,065.00 167.38 315.25 390.85

291.68 2,773.46 1,065.00 167.38 31.52 39.08 87.24

4,455.37 5,327.81 66.45 80.18 AMOUNT

UNIT COST

4,578.27 75.00 60.00 40.00 E-105

1,281.91 21.45 353.04 21.96

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

83.92

1,762.28 1,842.46 110.55 147.40 252.05 2,352.45

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

1,915.58 66.45 AMOUNT

82.29 59.68 45.95

82.29 238.71 551.44

872.44 AMOUNT

HOURLY RATE

145.84 2,773.46 1,065.00 167.38 315.25 390.85

291.68 2,773.46 1,065.00 167.38 31.52 39.08 87.24

E-106

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 4,455.37 5,327.81 66.45 80.18 AMOUNT

UNIT COST

4,918.00 60.00 40.00

1,377.04 353.04 17.92

87.40

1,835.40 1,915.58 114.93 153.25 262.05 2,445.81

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

2,003.36 66.45 AMOUNT

82.29 59.68 45.95

82.29 238.71 551.44

872.44 AMOUNT

HOURLY RATE

E-107

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

145.84 2,773.46 1,065.00 167.38 315.25 390.85

291.68 2,773.46 1,065.00 167.38 31.52 39.08 87.24

4,455.37 5,327.81 66.45 80.18 AMOUNT

UNIT COST

4,918.00 60.00 40.00

1,460.65 353.04 17.92

91.58

1,923.19 2,003.36 120.20 160.27 274.06 2,557.90

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

1,715.64 65.00 AMOUNT

E-108

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

82.29 59.68 45.95

82.29 238.71 551.44

872.44 AMOUNT

HOURLY RATE

145.84 2,773.46 1,065.00 167.38 315.25 390.85

291.68 2,773.46 1,065.00 167.38 31.52 39.08 87.24

4,455.37 5,327.81 65.00 81.97 AMOUNT

UNIT COST

4,578.27 75.00 60.00 0.80

1,373.48 21.68 160.60 0.13

77.79

E-109

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 1,633.68 1,715.64 102.94 137.25 234.70 2,190.53

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

1,483.52 107.33 AMOUNT

82.29 59.68 45.95

82.29 238.71 551.44

872.44 AMOUNT

HOURLY RATE

6,241.30 145.84 2,773.46 1,065.00 167.38 315.25 390.85

6,241.30 291.68 2,773.46 1,065.00 167.38 31.52 39.08 87.24 10,696.67 11,569.11 107.33 107.79 AMOUNT

UNIT COST E-110

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

4,578.27 75.00 60.00 61.00 28.00

686.74 21.75 143.10 383.57 17.05

123.52 1,375.73 1,483.52 89.01 118.68 202.94 1,894.15

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

1,953.02 70.00 AMOUNT

82.29 59.68 45.95

82.29 238.71 551.44

872.44 AMOUNT

HOURLY RATE

6,241.30 145.84 2,773.46 E-111

6,241.30 291.68 2,773.46

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 1,065.00 167.38 315.25 390.85

1,065.00 167.38 31.52 39.08 87.24 10,696.67 11,569.11 70.00 165.27 AMOUNT

UNIT COST

4,578.27 75.00 60.00 61.00 43.00

1,053.00 21.75 143.10 383.57 26.19

160.14 1,787.75 1,953.02 117.18 156.24 267.17 2,493.62

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

2,218.81 66.45 AMOUNT

82.29 59.68 E-112

82.29 238.71

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 45.95

551.44

872.44 AMOUNT

HOURLY RATE

6,241.30 145.84 2,773.46 1,065.00 167.38 315.25 390.85

6,241.30 291.68 2,773.46 1,065.00 167.38 31.52 39.08 87.24 10,696.67 11,569.11 66.45 174.10 AMOUNT

UNIT COST

4,578.27 75.00 60.00 61.00 52.00

1,281.91 21.45 143.10 383.57 31.67

183.00 2,044.70 2,218.81 133.13 177.50 303.53 E-113

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 2,832.97

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

2,377.83 65.00 AMOUNT

82.29 59.68 45.95

82.29 238.71 551.44

872.44 AMOUNT

HOURLY RATE

6,241.30 145.84 2,773.46 1,065.00 167.38 315.25 390.85

6,241.30 291.68 2,773.46 1,065.00 167.38 31.52 39.08 87.24 10,696.67 11,569.11 65.00 177.99 AMOUNT

UNIT COST

4,578.27 75.00 E-114

1,373.48 21.68

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 60.00 61.00 56.00

156.72 416.94 34.15

196.88 2,199.84 2,377.83 142.67 190.23 325.29 3,036.01

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

2,484.81 62.50 AMOUNT

82.29 59.68 45.95

82.29 238.71 551.44

872.44 AMOUNT

HOURLY RATE

6,241.30 145.84 2,773.46 1,065.00 167.38 315.25 390.85

E-115

6,241.30 291.68 2,773.46 1,065.00 167.38 31.52 39.08

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 87.24 10,696.67 11,569.11 62.50 185.11 AMOUNT

UNIT COST

4,578.27 75.00 60.00 61.00 56.00

1,419.26 21.68 168.36 450.30 34.15

205.96 2,299.71 2,484.81 149.09 198.79 339.92 3,172.61

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

1,199.37 107.33 AMOUNT

82.29 59.68 45.95

82.29 238.71 551.44

872.44 E-116

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS HOURLY RATE

AMOUNT

6,241.30 145.84 2,773.46 1,065.00 167.38 315.25 390.85

6,241.30 291.68 2,773.46 1,065.00 167.38 31.52 39.08 87.24 10,696.67 11,569.11 107.33 107.79 AMOUNT

UNIT COST

4,578.27 75.00 60.00 61.00 28.00 17.08 13.64

686.74 21.75 31.06 205.14 16.93 17.08 13.64 99.23 1,091.58 1,199.37 71.96 95.95 164.07 1,531.36

DIRECT UNIT COST/M2 OUTPUT/HR. E-117

1,199.37 107.33

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

HOURLY RATE

AMOUNT

82.29 59.68 45.95

82.29 238.71 551.44

872.44 AMOUNT

HOURLY RATE

6,241.30 145.84 2,773.46 1,065.00 167.38 315.25 390.85

6,241.30 291.68 2,773.46 1,065.00 167.38 31.52 39.08 87.24 10,696.67 11,569.11 107.33 107.79 AMOUNT

UNIT COST

4,578.27 75.00 60.00 61.00 28.00 17.08 13.64 E-118

686.74 21.75 31.06 205.14 16.93 17.08 13.64

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 99.23 1,091.58 1,199.37 71.96 95.95 164.07 1,531.36

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

1,533.69 84.00 AMOUNT

82.29 59.68 45.95

82.29 238.71 551.44

872.44 AMOUNT

HOURLY RATE

6,241.30 145.84 2,773.46 1,065.00 167.38 315.25 390.85

6,241.30 291.68 2,773.46 1,065.00 167.38 31.52 39.08 87.24 10,696.67 11,569.11 84.00

E-119

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 137.73 AMOUNT

UNIT COST

4,578.27 75.00 60.00 61.00 37.00 17.08 13.64

915.65 21.75 48.51 229.97 22.46 17.08 13.64 126.91 1,395.97 1,533.69 92.02 122.70 209.81 1,958.22

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

1,840.50 70.00 AMOUNT

82.29 59.68 45.95

82.29 238.71 551.44

872.44 AMOUNT

HOURLY RATE

6,241.30 E-120

6,241.30

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 145.84 2,773.46 1,065.00 167.38 315.25 390.85

291.68 2,773.46 1,065.00 167.38 31.52 39.08 87.24 10,696.67 11,569.11 70.00 165.27 AMOUNT

UNIT COST

4,578.27 75.00 60.00 61.00 43.00 17.08 13.64

1,053.00 21.75 95.08 296.25 26.14 17.08 13.64 152.29 1,675.23 1,840.50 110.43 147.24 251.78 2,349.95

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

1,842.51 70.00 AMOUNT

E-121

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 82.29 59.68 45.95

82.29 238.71 551.44

872.44 AMOUNT

HOURLY RATE

6,241.30 145.84 2,773.46 1,065.00 167.38 315.25 390.85

6,241.30 291.68 2,773.46 1,065.00 167.38 31.52 39.08 87.24 10,696.67 11,569.11 70.00 165.27 AMOUNT

UNIT COST

4,578.27 75.00 60.00 61.00 46.00 17.08 13.64

1,053.00 21.75 95.08 296.25 27.97 17.08 13.64 152.48 1,677.23 1,842.51 110.55

E-122

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 147.40 252.06 2,352.51

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

2,106.82 66.45 AMOUNT

82.29 59.68 45.95

82.29 238.71 551.44

872.44 AMOUNT

HOURLY RATE

6,241.30 145.84 2,773.46 1,065.00 167.38 315.25 390.85

6,241.30 291.68 2,773.46 1,065.00 167.38 31.52 39.08 87.24 10,696.67 11,569.11 66.45 174.10 AMOUNT

UNIT COST

E-123

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 4,578.27 75.00 60.00 61.00 52.00 17.08 13.64

1,281.91 21.45 95.08 296.25 31.62 17.08 13.64 175.70 1,932.72 2,106.82 126.41 168.55 288.21 2,689.99

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

2,415.03 65.00 AMOUNT

82.29 59.68 45.95

82.29 238.71 551.44

872.44 AMOUNT

HOURLY RATE

6,241.30 145.84 2,773.46 1,065.00 167.38 315.25 E-124

6,241.30 291.68 2,773.46 1,065.00 167.38 31.52

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 390.85

39.08 87.24 10,696.67 11,569.11 65.00 177.99 AMOUNT

UNIT COST

4,578.27 75.00 60.00 61.00 56.00 17.08 13.64

1,373.48 21.68 156.72 416.94 34.15 17.08 13.64 203.37 2,237.04 2,415.03 144.90 193.20 330.38 3,083.51

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

2,522.02 62.50 AMOUNT

82.29 59.68 45.95

E-125

82.29 238.71 551.44

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

872.44 AMOUNT

HOURLY RATE

6,241.30 145.84 2,773.46 1,065.00 167.38 315.25 390.85

6,241.30 291.68 2,773.46 1,065.00 167.38 31.52 39.08 87.24 10,696.67 11,569.11 62.50 185.11 AMOUNT

UNIT COST

4,578.27 75.00 60.00 61.00 56.00 17.08 13.64

1,419.26 21.68 168.36 450.30 34.15 17.08 13.64 212.45 2,336.91 2,522.02 151.32 201.76 345.01 3,220.11

E-126

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

1,780.73 70.00 AMOUNT

82.29 59.68 45.95

82.29 238.71 551.44

872.44 AMOUNT

HOURLY RATE

145.84 2,773.46 1,065.00 167.38 315.25 390.85 393.93

291.68 2,773.46 1,065.00 167.38 31.52 39.08 1,575.71

87.24 6,031.08 6,903.52 70.00 98.62 AMOUNT

UNIT COST

4,578.27 75.00 60.00 61.00 E-127

1,053.00 21.45 173.10 281.64

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 2.94

0.0012 152.92 1,682.11 1,780.73 106.84 142.46 243.60 2,273.64

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

2,042.19 65.00 AMOUNT

82.29 59.68 45.95

82.29 238.71 551.44

872.44 AMOUNT

HOURLY RATE

145.84 2,773.46 1,065.00 167.38 315.25 390.85 393.93

291.68 2,773.46 1,065.00 167.38 31.52 39.08 1,575.71

87.24

E-128

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 6,031.08 6,903.52 65.00 106.21 AMOUNT

UNIT COST

4,578.27 75.00 60.00 61.00 2.94

1,144.57 21.45 226.14 367.83 0.0013 176.00 1,935.99 2,042.19 122.53 163.38 279.37 2,607.47

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

2,380.82 57.50 AMOUNT

82.29 59.68 45.95

82.29 238.71 551.44

872.44 AMOUNT

HOURLY RATE

E-129

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

145.84 2,773.46 1,065.00 167.38 315.25 390.85 393.93

291.68 2,773.46 1,065.00 167.38 31.52 39.08 1,575.71

87.24 6,031.08 6,903.52 57.50 120.06 AMOUNT

UNIT COST

4,578.27 75.00 60.00 61.00 2.94

1,281.91 21.45 286.26 465.61 0.0015 205.52 2,260.76 2,380.82 142.85 190.47 325.70 3,039.84

DIRECT UNIT COST/M2 OUTPUT/HR. HOURLY RATE

2,487.00 55.00 AMOUNT

E-130

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

82.29 59.68 45.95

82.29 238.71 551.44

872.44 AMOUNT

HOURLY RATE

145.84 2,773.46 1,065.00 167.38 315.25 390.85 393.93

291.68 2,773.46 1,065.00 167.38 31.52 39.08 1,575.71

87.24 6,031.08 6,903.52 55.00 125.52 AMOUNT

UNIT COST

4,578.27 75.00 60.00 61.00 2.94

1,373.48 21.45 286.26 465.61 0.0015 214.68 2,361.48

E-131

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 2,487.00 149.22 198.96 340.22 3,175.41

DIRECT UNIT COST/KG OUTPUT/HR. per L.M. HOURLY RATE

1,361.15 25.00 AMOUNT

82.29 59.68 45.95

82.29 119.36 183.81

385.46 AMOUNT

HOURLY RATE

130.54 223.03 615.00

130.54 446.06 615.00 238.32

P/l.m. P/kg UNIT COST

63,500.00 E-132

1,429.92 1,815.38 25.00 72.62 726.15 AMOUNT

63.50

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

P/l.m. P/kg P/kg

P/kg

DIRECT UNIT COST/TON

OUTPUT/HR. HOURLY RATE

63.50 635.00 1,361.15 81.67 108.89 186.21 1,737.92

141.35 25.00 AMOUNT

82.29 59.68 45.95

82.29 119.36 183.81

385.46 HOURLY RATE

AMOUNT

223.03

E-133

446.06

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 615.00

615.00

212.21

1,273.27 1,658.73 25.00 66.35 AMOUNT

UNIT COST

2,500.00

62.50 12.50

75.00 141.35 8.48 11.31 19.34 180.47

DIRECT UNIT COST/LM OUTPUT/HR. HOURLY RATE

78.01 20.00 AMOUNT

82.29 59.68 45.95 E-134

82.29 119.36 183.81

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

385.46 HOURLY RATE

AMOUNT

148.00 615.00 393.93

296.00 615.00 196.96 38.55

1,146.51 1,531.97 20.00 76.60 AMOUNT

UNIT COST

11.77

1.18 0.24

1.41 78.01 4.68 6.24 10.67 99.60 E-135

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

DIRECT UNIT COST/TON

OUTPUT/HR. HOURLY RATE

73,031.97 0.30 AMOUNT

82.29 45.95

82.29 137.86

220.15 AMOUNT

HOURLY RATE

1,585.07 130.54

1,585.07 130.54

1,715.61 1,935.75 0.30 6,452.52 AMOUNT

UNIT COST

63,409.00

E-136

66,579.45

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

66,579.45 73,031.97 4,381.92 5,842.56 9,990.77 93,247.21

DIRECT UNIT COST/TON

OUTPUT/HR. HOURLY RATE

6,452.52 0.30 AMOUNT

82.29 45.95

82.29 137.86

220.15 AMOUNT

HOURLY RATE

1,585.07 130.54

E-137

1,585.07 130.54

CTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE ) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

1,715.61 1,935.75 0.30 6,452.52 AMOUNT

UNIT COST

57,919.00

0.00

0.00 6,452.52 387.15 516.20 882.70 8,238.57

E-138

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS PAY ITEM NO. : 401 DESCRIPTION: Railing (Reinforced Concrete) REF. NO.

DESIGNATION

DIRECT UNIT COST/LM OUTPUT/HR. NO. OF PERSON

NO. OF HOUR

1 2 4

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1 1

0.25 0.083 0.083 0.033

UNIT

QUANTITY

liter kg. pc.

0.107 14.80 0.40

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

82.29 59.68 45.95

Total Man-hours = 7 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E309 E406 E407 E417

Concrete Vibrator Bar Shear, 42mm Bar Bender, 42mm Cutting Outfit

145.84 315.25 390.85 45.45

Minor Tools (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS PM#11 CM006 CM027

Concrete, Class A Reinforcing Steel Deformed Bars, Grade Marine Plywood, (12.5mm or 1/2")

3,722.71 60.00 710.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS CM033 CM010 CM009 CM015

Lumber (Apitong) Common Wire Nail G.I. Tie Wire, No. 16 Acetylene/Oxygen (contents only)

bd.ft. kg. kg. set

17.60 0.176 0.296 0.003

55.00 70.00 55.00 3,450.00

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 404 (1) DESCRIPTION: Reinforcing Steel Bars, GR. 40 REF. NO.

DESIGNATION

DIRECT UNIT COST/KG OUTPUT/HR. NO. OF PERSON

NO. OF HOUR

1 2 8

1 1 1

NO. OF UNITS

NO. OF HOUR

1

0.15

2,150.60

1 1 1

0.15 0.50 0.50

1,102.00 315.25 390.85

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

82.29 59.68 45.95

Total Man-hours = 11 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E301 E120 E406 E407

Truck Mounted Crane, Hydraulic Telescopic Boom, 21-25MT Cargo Truck, 9 - 10 M.T. Bar Shear, 42mm Bar Bender, 42mm

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

kg. kg.

1.05 0.021

UNIT COST

E. MATERIALS CM006 CM009

Reinforcing Steel Deformed Bars, Grade G.I. Tie Wire, No. 16

60.00 55.00

(with 5%, wastage factor)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 405 (1)a DESCRIPTION: Structural Concrete, Class "A" for Bridge Structure REF. NO.

L01 L07 L09

DESIGNATION A. LABOR Foreman Skilled Laborer Unskilled Laborer

DIRECT UNIT COST/M3 OUTPUT/HR.

NO. OF PERSON

NO. OF HOUR

1 4 8

1 1 1

82.29 59.68 45.95

1 4 8

20 20 20

82.29 59.68 45.95

HOURLY RATE

Total Man-hours = 13 hours

L01 L07 L09

Installation/Removal of Formworks Foreman Skilled Laborer Unskilled Laborer

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS Total Man-hours = 260 hours Total Man-hours = 273 hours SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

2 2 1 1 1 1

1 1 0.50 0.50 0.25 0.50

UNIT

QUANTITY

bag pc. bd. ft. kg. liter cu.m. cu.m.

9.50 1.50 100.00 1.00 1 0.50 1

HOURLY RATE

B. EQUIPMENT E205 E309 E204a E106 E121 E301

Transit Mixer, 5.0 cu.m. Concrete Vibrator Concrete Batch Plant, 30 cu.m./hr. Wheel Loader, 1.5 cu.m., Water Truck, 500 - 1000 gals. Truck Mounted Crane, Hydraulic Telescopic Boom, 21-25MT SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

2,578.28 145.84 1,208.03 2,145.11 1,065.00 2,688.25

UNIT COST

E. MATERIALS CM001 CM027 CM033 CM010 RM086 PM#03 PM#07

Portland Cement, 40 kgs. Marine Plywood, (12.5mm or 1/2") Lumber (Apitong) Common Wire Nail Curing Compound Fine Aggregates Crushed Aggregate for Cement Concrete

250.00 710.00 55.00 70.00 75.00 371.00 432.79

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 405 (1)b DESCRIPTION: Structural Concrete, Class "A" for Foundation REF. NO.

DESIGNATION

NO. OF PERSON

DIRECT UNIT COST/M3 OUTPUT/HR. NO. OF HOUR

HOURLY RATE

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

L01 L07 L09

A. LABOR Foreman Skilled Laborer Unskilled Laborer

SUB - TOTAL A NAME AND CAPACITY

1 2 6

1 1 1

NO. OF UNITS

NO. OF HOUR

1 2 1

1 1 0.25

UNIT

QUANTITY

82.29 59.68 45.95

HOURLY RATE

B. EQUIPMENT E213 E309 E121

Pumpcrete w/ standard accessories and p Concrete Vibrator Water Truck, 500 - 1000 gals. Minor Tools (5% of Above)

1,386.00 145.84 1,065.00

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS CM001 CM027 CM033 CM010 RM086 PM#03 PM#07

Portland Cement, 40 kgs. bag Marine Plywood, (12.5mm or 1/2") pc. Lumber (Apitong) bd. ft. Common Wire Nail kg. Curing Compound liter Fine Aggregates cu.m. Crushed Aggregate for Cement Concrete cu.m. SUB - TOTAL E

9.50 1.50 100.00 1.00 1 0.50 1

250.00 710.00 55.00 70.00 75.00 371.00 432.79

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : SPL 405 (6) a DESCRIPTION: Plastering Cement Mortar 3/8", 10mm Class B- 1:3 REF. NO.

DESIGNATION

DIRECT UNIT COST/M2 OUTPUT/ HR NO. OF PERSON

NO. OF HOUR

1 2 4

1 1 1

NO. OF UNITS

NO. OF HOUR

1

1

UNIT

QUANTITY

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

82.29 59.68 45.95

Total Man-hours = 7 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E307

Concrete Mixer, 1 - Bagger

225.31

Minor Tools (20% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS E. MATERIALS CM001 PM#03 CM049

Portland Cement, 40 kgs. Fine Aggregates Lime

bag cu.m. bag

0.033 0.010 0.033

250.00 371.00 285.00

Incidentals (5% of the above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : SPL 405(6)b DESCRIPTION: Plastering Cement Mortar, 4mm thk For Concrete Post (Class B- 1:3) REF. NO.

DESIGNATION

DIRECT UNIT COST/M2 OUTPUT/ HR NO. OF PERSON

NO. OF HOUR

1 2 4

1 1 1

NO. OF UNITS

NO. OF HOUR

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

82.29 59.68 45.95

Total Man-hours = 7 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT

HOURLY RATE

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS Minor Tools (20% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

bag cu.m. bag

0.024 0.004 0.024

UNIT COST

E. MATERIALS CM001 PM#03 CM049

Portland Cement, 40 kgs. Fine Aggregates Lime

250.00 371.00 285.00

Incidentals (5% of the above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : SPL 405 (7) a DESCRIPTION: Epoxy Injection REF. NO.

DESIGNATION

DIRECT UNIT COST/M3 OUTPUT/ HR NO. OF PERSON

NO. OF HOUR

1 2 4

1 1 1

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 7 hours

82.29 59.68 45.95

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

1 1

1 1

UNIT

QUANTITY

gal

0.54

HOURLY RATE

B. EQUIPMENT E402 E420

Air Compressor, 251-315 cfm Pneumatic Gun (for Epoxy Injection)

615.00 148.00

Minor Tools (20% of Materials Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS RM227

Concrete Epoxy, (A & B) Miscellaneous, 10 % of the above cost

Note : 0.27 gals covers 0.00l cu m Assumptions : length = 1.0m width = 5mm depth = 200mm Therefore : Cost per linear meter = cost per cu.m. multiply by 0.001 SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

11.77

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS PAY ITEM NO. : SPL 405(7) b DESCRIPTION: Epoxy Concrete REF. NO.

DESIGNATION

DIRECT UNIT COST/M3 OUTPUT/ HR NO. OF PERSON

NO. OF HOUR

1 2 4

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1

1 1

UNIT

QUANTITY

gal cu.m.

1 0.20

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

82.29 59.68 45.95

Total Man-hours = 7 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E402 E420

Air Compressor, 251-315 cfm Pneumatic Gun (for Epoxy Injection)

615.00 148.00

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS RM227 CM044

Concrete Epoxy, (A & B) Washed Sand Incidentals (5% of the above)

11.77 600.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : SPL 405 (7) c DESCRIPTION: Epoxy Concrete, (Mortar) REF. NO.

DESIGNATION

DIRECT UNIT COST/M3 OUTPUT/ HR NO. OF PERSON

NO. OF HOUR

1 2 4

1 1 1

NO. OF UNITS

NO. OF HOUR

1

1

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 7 hours

82.29 59.68 45.95

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E402

Air Compressor, 251-315 cfm Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C

615.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS NAME AND SPECIFICATION

UNIT

QUANTITY

gal cu.m.

81 0.75

UNIT COST

E. MATERIALS RM227 CM044

Concrete Epoxy, (A & B) Washed Sand

11.77 600.00

Miscellaneous, 10 % of the above cost Note : Epoxy (A & B), 250 gal covers 1.0 cu m Mixture = 1:3 Epoxy, 81 gal = 0.25 cu.m Sand, well graded; = 0.75 cu m SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 409 DESCRIPTION: Welded Structural Steel REF. NO.

DESIGNATION

DIRECT UNIT COST/KG OUTPUT/HR NO. OF PERSON

NO. OF HOUR

1 3 4

1 1 1

NO. OF UNITS

NO. OF HOUR

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

82.29 59.68 45.95

Total Man-hours = 8 hours SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS B. EQUIPMENT E408a E417 E411a

Chainsaw with Blade, 24"long Cutting Outfit Welding Machine,15 Hp

1 1 1

1 1 1

UNIT

QUANTITY

kg cyl cyl kg

1 0.05 0.05 0.30

114.84 45.45 391.00

Minor Tools (10% of Labor Cost) Note : Assumed wt. = 100 kg per l.m. SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS CM008 CM012 CM013 CM016

Structural Steel Oxygen (contents only) Acetylene (contents only) Welding Rod

70.00 1,625.00 2,450.00 120.00

Incidentals (5% of the above) SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 411 (a) DESCRIPTION: Application of Anti-Corrosive Paints ( to Steel Members ) NO. OF REF. NO. DESIGNATION PERSON

DIRECT UNIT COST/M2 OUTPUT/HR NO. OF HOUR

HOURLY RATE

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

1 2 4

1 1 1

82.29 59.68 45.95

NO. OF UNITS

NO. OF HOUR

HOURLY RATE

UNIT

QUANTITY

UNIT COST

gal gal gal gal

0.20 0.20 0.20 0.20

Total Man-hours = 7 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT Minor Tools (10% of Material Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS SM209 RM210 RM211 RM213

Rust Converter/ Remover Paint Red Lead Paint Metal Epoxy Paint Thinner

Incidentals,Scaffoldings,etc.( 5 % of the above cost) Note : 1 gal. covers 10 sq.m at 2 coats SUB - TOTAL E F. DIRECT UNIT COST, (D+E)

385.00 520.00 655.00 230.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 411 (b) DESCRIPTION: Application of Paints to Concrete REF. NO.

DESIGNATION

DIRECT UNIT COST/M2 OUTPUT/HR NO. OF PERSON

NO. OF HOUR

1 4 2

1 1 1

NO. OF UNITS

NO. OF HOUR

HOURLY RATE

UNIT

QUANTITY

UNIT COST

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

82.29 59.68 45.95

Total Man-hours = 7 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

RM201 RM202 RM213 RM214

Latex Paint, Semi-Gloss Enamel Paint Paint Thinner Concrete Neutralizer

gal gal gal gal

0.20 0.10 0.20 0.20

655.00 585.00 230.00 95.00

Incidentals,scaffoldings,etc.(5 % of the above) Note : 1 gal. covers 10 sq.m at 2 coats SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 412 DESCRIPTION: Elastomeric Bearing Pad, Thickness = 30mm, Duro 60 REF. NO.

DESIGNATION

DIRECT UNIT COST/EA OUTPUT/HR.

NO. OF PERSON

NO. OF HOUR

1 1

1 1

NO. OF UNITS

NO. OF HOUR

1

1

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

82.29 45.95

Total Man-hours = 2 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT Wood/Steel Ladder

100.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

each

1

UNIT COST

E. MATERIALS SM015

Elastomeric Bearing Pad (350 x 350 x 30 Duro 60)

6,000.00

Incidentals (5 % of the Above Cost)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 413 DIRECT UNIT COST/M2 DESCRIPTION: OUTPUT/HR. Preformed Sponge Rubber or Cork with Sealant, Thickness=12mm. NO. OF REF. NO. DESIGNATION HOURLY RATE PERSON NO. OF HOUR A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

1 1 1

1 1 1

82.29 59.68 45.95

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

1

1

UNIT

QUANTITY

sq.m. liter

1 1

HOURLY RATE

B. EQUIPMENT

Wood/Steel Ladder

100.00

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS RM091 RM096

Premolded Expansion Joint Filler, 12mm Asphalt Sealant Incidentals (5 % of the Above Cost)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

1,800.00 125.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

PAY ITEM NO. : SPL 415 DESCRIPTION: Water Proofing REF. NO.

DESIGNATION

DIRECT UNIT COST/M2 OUTPUT/ HR NO. OF PERSON

NO. OF HOUR

1 2 2

1 1 1

NO. OF UNITS

NO. OF HOUR

HOURLY RATE

UNIT

QUANTITY

UNIT COST

gal

1.00

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

82.29 59.68 45.95

Total Man-hours = 5 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT Minor Tools (20% of Materials Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS SM051

Steel Forms Incidentals (5% of the above)

40.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

Note : Coal Tar Epoxy, 1 gal covers 5 sq m at 2 coats SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 517 DESCRIPTION: Metal Drain Pipe, G.I. Pipe, 150mm diameter, Sched 40 REF. NO.

DESIGNATION

DIRECT UNIT COST/EA OUTPUT/HR.

NO. OF PERSON

NO. OF HOUR

1 1 1

1 1 1

NO. OF UNITS

NO. OF HOUR

1

0.30

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

82.29 59.68 45.95

Total Man-hours = 3 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E120a

Cargo Truck, 2 - 5 M.T. Minor Tools (10% of Labor Cost)

SUB - TOTAL B

712.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

l.m.

1.50

UNIT COST

E. MATERIALS DM044

G.I. Pipe 6" (152mm) diameter, Schedule Incidentals ( 5 % of the above) (for straps, clips etc.)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

2,770.00

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 0 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 2,367.41 0.83 AMOUNT

82.29 119.36 183.81

385.46 AMOUNT

36.46 26.17 32.44 1.50 38.55 135.11 520.57 0.83 624.93 AMOUNT

398.33 888.00 94.67

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 0 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 322.67 12.32 16.28 10.21 1,742.48 2,367.41 142.04 189.39 323.86 3,022.70

71.99 180.00 AMOUNT

82.29 119.36 367.62

569.27 AMOUNT

322.59 165.30 157.62 195.42

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 0 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

840.94 1,410.21 180.00 7.83 AMOUNT

63.00 1.16

64.16 71.99 4.32 5.76 9.85 91.92

7,099.17 10.00 AMOUNT

82.29 238.71 367.62

1,645.76 4,774.28 7,352.47

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 0 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

14,461.13 AMOUNT

5,156.57 291.68 604.02 1,072.55 266.25 1,344.13 8,735.19 23,196.32 10.00 2,319.63 AMOUNT

2,375.00 266.25 1,375.00 70.00 75.00 185.50 432.79 4,779.54 7,099.17 425.95 567.93 971.17 9,064.22

5,139.32 7.00 AMOUNT

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 0 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

82.29 119.36 275.72

477.36 AMOUNT

1,386.00 291.68 266.25 97.20

2,041.12 2,518.49 7.00 359.78 AMOUNT

2,375.00 266.25 1,375.00 70.00 75.00 185.50 432.79 4,779.54

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 0 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 5,139.32 308.36 411.15 703.06 6,561.89

114.94 5.00 AMOUNT

82.29 119.36 183.81

385.46 AMOUNT

225.31 77.09

77.09 462.55 5.00 92.51 AMOUNT

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 0 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

8.25 3.71 9.41

1.07

22.43 114.94 6.90 9.20 15.72 146.76

117.83 4.50 AMOUNT

82.29 119.36 183.81

385.46 AMOUNT

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 0 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 77.09

77.09 462.55 4.50 102.79 AMOUNT

6.00 1.48 6.84

0.72

15.04 117.83 7.07 9.43 16.12 150.44

574,934.67 0.002 AMOUNT

82.29 119.36 183.81

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 0 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

385.46 AMOUNT

615.00 148.00 1.40

764.40 1,149.86 0.002 574,927.68 AMOUNT

6.36 0.64

6.99 574,934.67 34,496.08 45,994.77 78,651.06 734,076.59

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 0 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 3,105.87 0.40 AMOUNT

82.29 119.36 183.81

385.46 AMOUNT

615.00 148.00 38.55

801.55 1,187.00 0.40 2,967.51 AMOUNT

11.77 120.00 6.59

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 0 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

138.36 3,105.87 186.35 248.47 424.88 3,965.57

5,700.15 0.25 AMOUNT

82.29 119.36 183.81

385.46 AMOUNT

615.00 38.55

653.55 1,039.00 0.25 4,156.01

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 0 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS AMOUNT

953.77 450.00 140.38

1,544.14 5,700.15 342.01 456.01 779.78 7,277.95

346.06 50.00 AMOUNT

82.29 179.04 183.81

445.14 AMOUNT

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 0 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

114.84 45.45 391.00 44.51

595.80 1,040.94 50.00 20.82 AMOUNT

70.00 81.25 122.50 36.00 15.49 325.24 346.06 20.76 27.68 47.34 441.84

386.50 40.00 AMOUNT

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 0 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

82.29 119.36 183.81

385.46 AMOUNT

38.55

38.55 424.00 40.00 10.60 AMOUNT

77.00 104.00 131.00 46.00 17.90

375.90 386.50

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 0 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 23.19 30.92 52.87 493.48

278.58 40.00 AMOUNT

82.29 238.71 91.91

412.91 AMOUNT

41.29

41.29 454.20 40.00 11.35 AMOUNT

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 0 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

131.00 58.50 46.00 19.00 12.73

267.23 278.58 16.71 22.29 38.11 355.69

6,360.27 4.00 AMOUNT

82.29 45.95

128.24 AMOUNT

100.00

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 0 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 12.82

112.82 241.06 4.00 60.27 AMOUNT

6,000.00 300.00

6,300.00 6,360.27 381.62 508.82 870.08 8,120.79

2,041.92 10.00 AMOUNT

82.29 59.68 45.95

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 0 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

187.92 AMOUNT

100.00 18.79

18.79 206.71 10.00 20.67 AMOUNT

1,800.00 125.00 96.25

2,021.25 2,041.92 122.52 163.35 279.33 2,607.12

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 0 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

102.39 5.00 AMOUNT

82.29 119.36 91.91

293.55 AMOUNT

8.40

8.40 301.95 5.00 60.39 AMOUNT

40.00 2.00

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 0 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

42.00 102.39 6.14 8.19 14.01 130.73

4,446.81 5.00 AMOUNT

82.29 59.68 45.95

187.92 AMOUNT

213.60 18.79

232.39

ONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 0 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 420.31 5.00 84.06 AMOUNT

4,155.00 207.75

4,362.75 4,446.81 266.81 355.74 608.32 5,677.69

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS PAY ITEM NO. : 404 (1)a DESCRIPTION: Reinforcing Steel Bars, GR. 40 for Drainage Structures REF. NO.

DESIGNATION

DIRECT UNIT COST/KG OUTPUT / HR :

NO. OF PERSON

NO. OF HOUR

1 2 8

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1

0.15 0.50 0.50

UNIT

QUANTITY

kg. kg.

1.05 0.021

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

82.29 59.68 45.95

Total Man-hours = 11 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E120 E406 E407

Cargo Truck, 9 - 10 M.T. Bar Shear, 42mm Bar Bender, 42mm

1,102.00 315.25 390.85

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS CM006 CM009

Reinforcing Steel Deformed Bars, Grade 40 G.I. Tie Wire, No. 16

60.00 55.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS (with 5% wastage factor)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 405 (1)c DESCRIPTION: Structural Concrete, Class "A" for Drainage Structures REF. NO.

L01 L07 L09

L07 L09

DESIGNATION A. LABOR Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 13 hours Installation/Removal of Formworks Skilled Laborer Unskilled Laborer Total Man-hours = 12 hours Total Man-hours = 25 hours SUB - TOTAL A NAME AND CAPACITY

DIRECT UNIT COST/M³

OUTPUT/HR:

NO. OF PERSON

NO. OF HOUR

1 4 8

1 1 1

82.29 59.68 45.95

2 4

2 2

59.68 45.95

NO. OF UNITS

NO. OF HOUR

1 2 1

1 1 0.10

HOURLY RATE

HOURLY RATE

B. EQUIPMENT E307 E309 E121

Concrete Mixer, 1 - Bagger Concrete Vibrator Water Truck, 500 - 1000 gals.

225.31 145.84 1,065.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

bag pc. bd. ft. kg cu.m. cu.m.

9.50 1.60 70.00 0.70 0.5 1

UNIT COST

E. MATERIALS CM001 CM027 CM033 CM010 PM#03 PM#07

Portland Cement, 40 kgs. Marine Plywood, (12.5mm or 1/2") Lumber (Apitong) Common Wire Nail Fine Aggregates Crushed Aggregate for Cement Concrete

250.00 710.00 55.00 70.00 371.00 432.79

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 405 (2) DESCRIPTION: Structural Concrete, Class "B" REF. NO.

L01 L07 L09

L07 L09

DESIGNATION A. LABOR Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 13 hours Installation/Removal of Formworks Skilled Laborer Unskilled Laborer Total Man-hours = 12 hours Total Man-hours = 25 hours SUB - TOTAL A

DIRECT UNIT COST/M³ OUTPUT / HR : NO. OF PERSON

NO. OF HOUR

1 4 8

1 1 1

82.29 59.68 45.95

2 4

2 2

59.68 45.95

HOURLY RATE

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

1 1 1

1 1 0.10

UNIT

QUANTITY

bag pc. bd. ft. kg. cu.m. cu.m.

8.00 1.60 70.00 0.70 0.50 1.0

HOURLY RATE

B. EQUIPMENT E307 E309 E121

Concrete Mixer, 1 - Bagger Concrete Vibrator Water Truck, 500 - 1000 gals.

225.31 145.84 1,065.00

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS CM001 CM027 CM033 CM010 PM#03 PM#07

Portland Cement, 40 kgs. Marine Plywood, (12.5mm or 1/2") Lumber (Apitong) Common Wire Nail Fine Aggregates Crushed Aggregate for Cement Concrete

250.00 710.00 55.00 70.00 371.00 432.79

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 407 (1)b DESCRIPTION: Lean Concrete (Drainage Structures) REF. NO.

DESIGNATION A. LABOR

DIRECT UNIT COST/M³ OUTPUT / HR : NO. OF PERSON

NO. OF HOUR

HOURLY RATE

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

1 4 10

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1

1 1 0.10

UNIT

QUANTITY

bag cu.m. cu.m.

5.00 0.50 1

82.29 59.68 45.95

Total Man-hours = 15 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E307 E309 E121

Concrete Mixer, 1 - Bagger Concrete Vibrator Water Truck, 500 - 1000 gals.

225.31 145.84 1,065.00

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS CM001 PM#03 PM#07

Portland Cement, 40 kgs. Fine Aggregates Crushed Aggregate for Cement Concrete

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F)

250.00 371.00 432.79

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 500(1) DESCRIPTION: Reinforced Concrete Pipe Culvert 910mm Ø Class IV REF. NO.

DESIGNATION

DIRECT UNIT COST/L.M:

OUTPUT / HR

NO. OF PERSON

NO. OF HOUR

1 2 4

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1

0.50 0.50

UNIT

QUANTITY

:

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

82.29 59.68 45.95

Total Man-hours = 7 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E107a E116a

Backhoe Crawler, 0.80 cu.m. Vibratory Plate Compactor7hp

1,921.05 160.34

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

UNIT COST

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS CM001 PM#03 PM#08 PM#28b 104(5)

Portland Cement, 40 kgs. Fine Aggregates Granular Bedding Materials Reinforced Concrete Pipe Culvert, 910mm dia. Class IV Backfill (Structural)

bag cu.m. cu.m. l.m.

0.70 0.040 0.128 1

250.00 371.00 371.00 3,711.32

cu.m.

0.86

201.10

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 500(2) DESCRIPTION: Reinforced Concrete Pipe Culvert 1070mm Ø Class IV REF. NO.

DESIGNATION

DIRECT UNIT COST/L.M:

OUTPUT / HR

NO. OF PERSON

NO. OF HOUR

1 2 4

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1

0.50 0.50

:

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

82.29 59.68 45.95

Total Man-hours = 7 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E107a E116a

Backhoe Crawler, 0.80 cu.m. Vibratory Plate Compactor7hp Minor Tools (10% of Labor Cost)

1,921.05 160.34

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

bag cu.m. cu.m. l.m.

1.20 0.060 0.158 1

UNIT COST

E. MATERIALS CM001 PM#03 PM#08 PM#29

Portland Cement, 40 kgs. Fine Aggregates Granular Bedding Materials Reinforced Concrete Pipe Culvert, 1070mm dia. Class IV

250.00 371.00 371.00 4,811.57

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 500(3) DESCRIPTION: Reinforced Concrete Pipe Culvert 1220mm Ø Class IV

REF. NO.

DESIGNATION

DIRECT UNIT COST/L.M:

OUTPUT / HR

NO. OF PERSON

NO. OF HOUR

1 2 4

1 1 1

:

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 7 hours

82.29 59.68 45.95

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

1 1

0.50 0.50

UNIT

QUANTITY

bag cu.m. cu.m. l.m.

1.404 0.08 0.20 1

HOURLY RATE

B. EQUIPMENT E107a E116a

Backhoe Crawler, 0.80 cu.m. Vibratory Plate Compactor7hp

1,921.05 160.34

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS CM001 PM#03 PM#08 PM#30

Portland Cement, 40 kgs. Fine Aggregates Granular Bedding Materials Reinforced Concrete Pipe Culvert, 1220mm dia. Class IV

250.00 371.00 371.00 5,769.77

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : SPL 502(10) DESCRIPTION: Reinforced Concrete Lined-Ditch Canals w/ Cover

DIRECT UNIT COST/L.M:

OUTPUT / HR:

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 4 10

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1

1.00 1.00

UNIT

QUANTITY

cu.m. cu.m. kg sq.m.

0.10 0.45 43.81 1

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

82.29 59.68 45.95

Total Man-hours = 15 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E309 E116a

Concrete Vibrator Vibratory Plate Compactor7hp

145.84 160.34

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS PM#08 PM#11 PM#19 PM#21

Granular Bedding Materials Concrete, Class A Reinforcing Steel Bars, Grade 40 Formworks Incidentals, 5 % of above cost

371.00 3,722.71 68.50 847.12

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 504 (1)a DESCRIPTION: Remove, Stockpile, Clean Salvaged RCPC, 910mm Ø and Below REF. NO.

NO. OF PERSON

NO. OF HOUR

1 1 4

1 1 1

NO. OF UNITS

NO. OF HOUR

1 2

1.00 1.00

DIRECT UNIT COST/L.M:

OUTPUT / HR

:

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

82.29 59.68 45.95

Total Man-hours = 7 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT

E301 E117

Truck Mounted Crane, Hydraulic Telescop Dump Truck, 9.0 cu.m. Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C

2,150.60 1,352.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS NAME AND SPECIFICATION

UNIT

QUANTITY

UNIT COST

E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 504 (3)a DESCRIPTION: Cleaning of Existing RCPC, 910mm Ø and Below, In Place REF. NO.

DIRECT UNIT COST/L.M:

OUTPUT / HR

NO. OF PERSON

NO. OF HOUR

1 2 4

1 1 1

NO. OF UNITS

NO. OF HOUR

1

1.00

:

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

82.29 59.68 45.95

Total Man-hours = 7 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT

E121

Water Truck, 500 - 1000 gals.

1,065.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

UNIT COST

E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 504 (3)b DESCRIPTION: Cleaning of Existing RCPC, 1070mm Ø and Below, In Place REF. NO.

DESIGNATION

DIRECT UNIT COST/L.M:

OUTPUT / HR :

NO. OF PERSON

NO. OF HOUR

1 2 4

1 1 1

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

82.29 59.68 45.95

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

Total Man-hours = 7 hours

SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

1

1.00

UNIT

QUANTITY

HOURLY RATE

B. EQUIPMENT E121

Water Truck, 500 - 1000 gals.

1,065.00

Minor Tools ( 10% of Labor Cost )

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

UNIT COST

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS PAY ITEM NO. : 504 (4)a DESCRIPTION: Cleaning/Reconditioning of Existing RCBC, Single Barrel REF. NO.

DESIGNATION

DIRECT UNIT COST/l.m.:

OUTPUT / HR

NO. OF PERSON

NO. OF HOUR

1 1 2

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1 1

0.25 0.25 1 1

UNIT

QUANTITY

:

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

82.29 59.68 45.95

Total Man-hours = 4 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E117 E107a E121

Dump Truck, 9.0 cu.m. Backhoe Crawler, 0.80 cu.m. Water Truck, 500 - 1000 gals. Bamboo with Bucket, ( 4 uses )

1,352.00 1,921.05 1,065.00 200.00

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

UNIT COST

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 504 (4)b DESCRIPTION: Cleaning/Reconditioning of Existing RCBC, Double Barrel REF. NO.

DESIGNATION

DIRECT UNIT COST/l.m.:

OUTPUT / HR

NO. OF PERSON

NO. OF HOUR

1 2 4

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1

0.30 0.30 1.00

:

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

82.29 59.68 45.95

Total Man-hours = 7 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E117 E107a E121

Dump Truck, 9.0 cu.m. Backhoe Crawler, 0.80 cu.m. Water Truck, 500 - 1000 gals.

Minor Tools (10% of Labor Cost)

SUB - TOTAL B

1,352.00 1,921.05 1,065.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

UNIT COST

E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 504 (4)c DESCRIPTION: Cleaning/Reconditioning of Existing RCBC, Triple Barrel NO. OF REF. NO. DESIGNATION PERSON

DIRECT UNIT COST/l.m.:

OUTPUT / HR NO. OF HOUR

:

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

1 2 7

1 1 1

NO. OF UNITS

NO. OF HOUR

82.29 59.68 45.95

Total Man-hours = 7 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT

HOURLY RATE

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

E117 E107a E121

Dump Truck, 9.0 cu.m. Backhoe Crawler, 0.80 cu.m. Water Truck, 500 - 1000 gals.

1 1 1

0.30 0.30 1.00

UNIT

QUANTITY

1,352.00 1,921.05 1,065.00

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 504 (5) DESCRIPTION: Cleaning of Existing Lined-Ditch Canals REF. NO.

DESIGNATION

DIRECT UNIT COST/L.M:

OUTPUT / HR : NO. OF PERSON

NO. OF HOUR

1

1

HOURLY RATE

A. LABOR L01

Foreman

82.29

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS L07 L09

Skilled Laborer Unskilled Laborer

2 4

1 1

NO. OF UNITS

NO. OF HOUR

1 1 1

0.10 0.10 1.00

UNIT

QUANTITY

59.68 45.95

Total Man-hours = 7 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E117 E107a E121

Dump Truck, 9.0 cu.m. Backhoe Crawler, 0.80 cu.m. Water Truck, 500 - 1000 gals.

1,352.00 1,921.05 1,065.00

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H)

UNIT COST

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 505 (5) DESCRIPTION: Grouted Riprap, Class "A" REF. NO.

DESIGNATION

DIRECT UNIT COST/M3

OUTPUT / HR

:

NO. OF PERSON

NO. OF HOUR

1 1 4

1 1 1

NO. OF UNITS

NO. OF HOUR

HOURLY RATE

UNIT

QUANTITY

UNIT COST

cu.m. cu.m.

0.25 1.00

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

82.29 59.68 45.95

Total Man-hours = 11 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT

Minor Tools (5% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS PM#24 PM#09

Cement Mortar (1:3 Mix) Boulders

3,794.02 586.82

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 103(1)a

Structure Excavation

cu.m.

243.36

1.00

Incidentals, 1 % of above cost SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 505 (5)b DESCRIPTION: Grouted Riprap, Class "A" REF. NO.

DESIGNATION

DIRECT UNIT COST/M3

OUTPUT / HR NO. OF PERSON

NO. OF HOUR

1 2 8

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1

1 0.05

:

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

82.29 59.68 45.95

Total Man-hours = 11 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

B. EQUIPMENT E307 E121

Concrete Mixer, 1 - Bagger Water Truck, 500 - 1000 gals. Minor Tools (5% of Labor Cost)

225.31 1,065.00

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

bag sq.m. l.m. cu.m. cu.m. cu.m.

3 0.015 0.30 0.25 0.015 1.05

UNIT COST

E. MATERIALS CM001 DM085 DM024 PM#03 PM#08 PM#09

Portland Cement, 40 kgs. Filter Cloth PVC , 100 mm dia.(Weepholes) Fine Aggregates Granular Bedding Materials Boulders Incidentals, 1 % of above cost

250.00 280.00 150.00 371.00 371.00 586.82

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 505 (10) DESCRIPTION: Grouted Riprap, Lined-Ditch Canal (U-Type) REF. NO.

DESIGNATION

DIRECT UNIT COST/L.M:

OUTPUT / HR NO. OF PERSON

NO. OF HOUR

1 3 6

1 1 1

:

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

Total Man-hours = 10 hours

SUB - TOTAL A

82.29 59.68 45.95

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

1 1

0.25 0.05

UNIT

QUANTITY

bag cu.m. cu.m. cu.m. cu.m.

0.035 0.002 0.525 1.11 0.10

HOURLY RATE

A. EQUIPMENT E307 E121

Concrete Mixer, 1 - Bagger Water Truck, 500 - 1000 gals.

225.31 1,065.00

Minor Tools (10% of Labor Cost)

Note: Exclude Excavation Works SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS CM001 PM#03 PM#09 103(1)a 104(6)

Portland Cement, 40 kgs. Fine Aggregates Boulders Structure Excavation Granular Bedding Incidental/Waste Factor , ( 5 % )

250.00 371.00 586.82 243.36 525.79

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 506 DESCRIPTION: Stone Masonry (Guardwall Block) REF. NO.

DESIGNATION

DIRECT UNIT COST/M3 OUTPUT / HR : NO. OF PERSON

NO. OF HOUR

HOURLY RATE

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

1 2 8

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1

1 0.05 0.10

UNIT

QUANTITY

bag sq.m. l.m. cu.m. cu.m. cu.m.

5.5 0.015 0.3 0.3 0.02 1.05

82.29 59.68 45.95

Total Man-hours = 11 hours

SUB - TOTAL A NAME AND CAPACITY

HOURLY RATE

A. EQUIPMENT E307 E121 E107b

Concrete Mixer, 1 - Bagger Water Truck, 500 - 1000 gals. Backhoe Wheel Type 0.280 cu.m.

225.31 1,065.00 0.00

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS CM001 DM085 DM024 PM#03 PM#08 PM#09

Portland Cement, 40 kgs. Filter Cloth PVC , 100 mm dia.(Weepholes) Fine Aggregates Granular Bedding Materials Boulders Incidentals, 1 % of above cost SUB - TOTAL E F. DIRECT UNIT COST, (D+E)

250.00 280.00 150.00 371.00 371.00 586.82

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 507 DESCRIPTION: Rubble Concrete REF. NO.

DESIGNATION

DIRECT UNIT COST/M3 OUTPUT / HR : NO. OF PERSON

NO. OF HOUR

1 2 8

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1

1 0.05 0.10

UNIT

QUANTITY

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 11 hours

SUB - TOTAL A NAME AND CAPACITY

82.29 59.68 45.95

HOURLY RATE

A. EQUIPMENT E307 E121 E107b

Concrete Mixer, 1 - Bagger Water Truck, 500 - 1000 gals. Backhoe Wheel Type 0.280 cu.m.

225.31 1,065.00 0.00

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS

UNIT COST

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS CM001 DM085 DM024 PM#03 PM#07 PM#08 PM#09

Portland Cement, 40 kgs. Filter Cloth PVC , 100 mm dia.(Weepholes) Fine Aggregates Crushed Aggregate for Cement Concrete Granular Bedding Materials Boulders Incidentals, 2 % of above cost

bag sq.m. l.m. cu.m. cu.m. cu.m. cu.m.

4.2 0.015 0.3 0.2625 0.525 0.02 0.63

250.00 280.00 150.00 371.00 432.79 371.00 586.82

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 508 DESCRIPTION: Hand-Laid Rock Embankment REF. NO.

DESIGNATION

DIRECT UNIT COST/M3

OUTPUT / HR NO. OF PERSON

NO. OF HOUR

1 2 8

1 1 1

NO. OF UNITS

NO. OF HOUR

:

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

82.29 59.68 45.95

Total Man-hours = 11hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT Note : Exclude Excavation Works

HOURLY RATE

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

cu.m.

1.05

UNIT COST

E. MATERIALS PM#09

Boulders

586.82

( Waste Factor , 5 % )

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 508(2) DESCRIPTION: Hand-Laid Rock Embankment, Dumpstone REF. NO.

DESIGNATION

DIRECT UNIT COST/M3

OUTPUT / HR NO. OF PERSON

NO. OF HOUR

1 2

1 1

:

HOURLY RATE

A. LABOR L01 L09

Foreman Unskilled Laborer

82.29 45.95

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

1

0.50

UNIT

QUANTITY

cu.m.

1

HOURLY RATE

B. EQUIPMENT E120a

Cargo Truck, 2 - 5 M.T.

712.00

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT COST

E. MATERIALS RM066

Rock, Class A

550.00

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 511 (1) DESCRIPTION: Gabions

DIRECT UNIT COST/C.M:

OUTPUT / HR

:

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 2 8

1 1 1

NO. OF UNITS

NO. OF HOUR

HOURLY RATE

UNIT

QUANTITY

UNIT COST

bag cu.m.

0.28 1.05

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

82.29 59.68 45.95

Total Man-hours = 11 hours

SUB - TOTAL A NAME AND CAPACITY A. EQUIPMENT Note: Exclude Excavation Works Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS DM087 PM#09

Gabion Wire; (2.0m x 1.0m x 1.0m), PVC C Boulders Incidental/Waste Factor , ( 5 % of Materials Cost )

2,225.00 586.82

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 511 (2) DESCRIPTION: Mattress REF. NO.

DIRECT UNIT COST/C.M: OUTPUT / HR : DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 2 8

1 1 1

NO. OF UNITS

NO. OF HOUR

HOURLY RATE

UNIT

QUANTITY

UNIT COST

HOURLY RATE

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

82.29 59.68 45.95

Total Man-hours = 11 hours

SUB - TOTAL A NAME AND CAPACITY A. EQUIPMENT

Note: Exclude Excavation Works

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

E. MATERIALS DM088 PM#09

Mattress; (6.0m x 2.0m x 0.30m), PVC Coat bag Boulders cu.m.

0.28 1.05

Incidental/Waste Factor , ( 5 % of Materials Cost )

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

4,600.00 586.82

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 70.20 180.00 AMOUNT

82.29 119.36 367.62

569.27 AMOUNT

165.30 157.62 195.42

518.35 1,087.62 180.00 6.04 AMOUNT

63.00 1.16

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

64.16 70.20 4.21 5.62 9.60 89.63

5,659.11 1.40 AMOUNT

82.29 238.71 367.62

238.71 367.62

1,294.96 AMOUNT

225.31 291.68 106.50

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 623.49 1,918.45 1.40 1,370.32 AMOUNT

2,375.00 284.00 962.50 49.00 185.50 432.79

4,288.79 5,659.11 339.55 452.73 774.17 7,225.56

5,179.94 1.40 AMOUNT

82.29 238.71 367.62

238.71 367.62

1,294.96

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS AMOUNT

225.31 145.84 106.50

477.65 1,772.62 1.40 1,266.15 AMOUNT

2,000.00 284.00 962.50 49.00 185.50 432.79

3,913.79 5,179.94 310.80 414.40 708.62 6,613.75

2,182.83 4.00 AMOUNT

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

82.29 238.71 459.53

780.53 AMOUNT

225.31 145.84 106.50

477.65 1,258.18 4.00 314.55 AMOUNT

1,250.00 185.50 432.79

1,868.29 2,182.83 130.97

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 174.63 298.61 2,787.04

4,609.85 3.00 AMOUNT

82.29 119.36 183.81

385.46 AMOUNT

960.53 80.17 38.55

1,079.24 1,464.70 3.00 488.23 AMOUNT

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 175.00 14.84 47.49 3,711.32 172.97

4,121.62 4,609.85 276.59 368.79 630.63 5,885.86

5,924.80 2.00 AMOUNT

82.29 119.36 183.81

385.46 AMOUNT

960.53 80.17 38.55

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

1,079.24 1,464.70 2.00 732.35 AMOUNT

300.00 22.26 58.62 4,811.57

5,192.45 5,924.80 355.49 473.98 810.51 7,564.78

7,396.41 1.25

AMOUNT

82.29 119.36 183.81

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

385.46 AMOUNT

960.53 80.17 38.55

1,079.24 1,464.70 1.25 1,171.76 AMOUNT

351.00 29.68 74.20 5,769.77

6,224.65 7,396.41 443.78 591.71 1,011.83 9,443.74

6,129.61 4.00

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS AMOUNT

82.29 238.71 459.53

780.53 AMOUNT

145.84 160.34 78.05

384.23 1,164.76 4.00 291.19 AMOUNT

37.10 1,675.22 3,000.97 847.12 278.02

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 5,838.42 6,129.61 367.78 490.37 838.53 7,826.29

1,737.65 3.00 AMOUNT

82.29 59.68 183.81

325.78 AMOUNT

2,150.60 2,704.00 32.58

4,887.18 5,212.96 3.00 1,737.65

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS AMOUNT

0.00 1,737.65 104.26 139.01 237.71 2,218.64

496.33 3.00 AMOUNT

82.29 119.36 183.81

385.46 AMOUNT

1,065.00

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

38.55

1,103.55 1,489.00 3.00 496.33 AMOUNT

0.00 496.33 29.78 39.71 67.90 633.72

744.50 2.00 AMOUNT

82.29 119.36 183.81

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

385.46 AMOUNT

1,065.00 38.55

1,103.55 1,489.00 2.00 744.50 AMOUNT

0.00 744.50 44.67 59.56 101.85 950.58

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 3,659.36 0.38 AMOUNT

82.29 59.68 91.91

233.87 AMOUNT

338.00 480.26 1,065.00 50.00 23.39

1,138.39 1,372.26 0.38 3,659.36 AMOUNT

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

0.00 3,659.36 219.56 292.75 500.60 4,672.27

6,589.12 0.38 AMOUNT

82.29 119.36 183.81

385.46 AMOUNT

405.60 576.32 1,065.00

38.55

2,085.46

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 2,470.92 0.38 6,589.12 AMOUNT

0.00 6,589.12 395.35 527.13 901.39 8,412.98

6,993.50 0.38 AMOUNT

82.29 119.36 321.67

523.32 AMOUNT

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

405.60 576.32 1,065.00 52.33

2,099.25 2,622.56 0.38 6,993.50 AMOUNT

0.00 6,993.50 419.61 559.48 956.71 8,929.30

181.63 10.00 AMOUNT

82.29

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 119.36 183.81

385.46 AMOUNT

135.20 192.11 1,065.00

38.55

1,430.85 1,816.31 10.00 181.63 AMOUNT

0.00 181.63 10.90 14.53 24.85

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 231.91

2,046.57 3.80 AMOUNT

82.29 59.68 183.81

325.78 AMOUNT

16.29

16.29 342.07 3.80 90.02 AMOUNT

948.50 586.82

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 243.36

177.87 1,956.55 2,046.57 122.79 163.73 279.97 2,613.06

2,249.24 1.50 AMOUNT

82.29 119.36 367.62

569.27 AMOUNT

225.31 53.25 28.46

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

307.03 876.30 1.50 584.20 AMOUNT

750.00 4.20 45.00 92.75 5.56 616.16 151.37 1,665.04 2,249.24 134.95 179.94 307.70 2,871.83

1,019.70 2.00 AMOUNT

82.29 179.04 275.72

537.04

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS AMOUNT

56.33 53.25

53.70

163.28 700.32 2.00 350.16 AMOUNT

8.75 0.74 308.08 270.13 49.95 31.88 669.54 1,019.70 61.18 81.58 139.49 1,301.95

2,954.03 1.56 AMOUNT

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

82.29 119.36 367.62

569.27 AMOUNT

225.31 53.25 0.00 56.93

335.49 904.76 1.5625 579.05 AMOUNT

1,375.00 4.20 45.00 111.30 7.42 616.16 215.91 2,374.99 2,954.03

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 177.24 236.32 404.11 3,771.71

2,807.36 1.40 AMOUNT

82.29 119.36 367.62

569.27 AMOUNT

225.31 53.25 0.00 56.93

335.49 904.76 1.40 646.26 AMOUNT

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 1,050.00 4.20 45.00 97.39 227.21 7.42 369.70 360.18 2,161.10 2,807.36 168.44 224.59 384.05 3,584.43

798.33 3.13 AMOUNT

82.29 119.36 367.62

569.27 AMOUNT

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

0.00 569.27 3.125 182.17 AMOUNT

616.16

616.16 798.33 47.90 63.87 109.21 1,019.30

719.66 3.13 AMOUNT

82.29 91.91

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

174.19 AMOUNT

356.00

356.00 530.19 3.125 169.66 AMOUNT

550.00

550.00 719.66 43.18 57.57 98.45 918.86

1,551.60 2.50

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

AMOUNT

82.29 119.36 367.62

569.27 AMOUNT

56.93

56.93 626.19 2.50 250.48 AMOUNT

623.00 616.16 61.96

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

1,301.12 1,551.60 93.10 124.13 212.26 1,981.08

2,227.08 2.50 AMOUNT

82.29 119.36 367.62

569.27 AMOUNT

0.00 569.27 2.50 227.71 AMOUNT

TIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE NENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

- 13 SAYRE HIGHWAY, REGION X LAY - CABANGLASAN ROAD SECTION 10 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

1,288.00 616.16 95.21

1,999.37 2,227.08 133.62 178.17 304.66 2,843.53

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS PAY ITEM NO. : 600 (1) DESCRIPTION: Concrete Curb, (Cast In-Place) REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 4 8

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1

1 0.05 1

UNIT

QUANTITY

bag pc

0.72 0.28

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

Total Man-hours = 13 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E307 E121 E309

Concrete Mixer, 1 - Bagger Water Truck, 500 - 1000 gals. Concrete Vibrator

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS CM001 CM027

Portland Cement, 40 kgs. Marine Plywood, (12.5mm or 1/2")

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS CM034 CM010 RM086 PM#03 PM#07

Form Lumber ( Good Lumber ) Common Wire Nail Curing Compound Fine Aggregates Crushed Aggregate for Cement Concrete

bd. ft. kg. liter cu.m. cu.m.

12.16 0.11 0.30 0.04 0.08

Miscellaneous (2% of the above) SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 600 (3) DESCRIPTION: Concrete Curb and Gutter, (Cast In-Place) REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 4 8

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1

1 0.05 1

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

Total Man-hours = 13 hours SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E307 E121 E309

Concrete Mixer, 1 - Bagger Water Truck, 500 - 1000 gals. Concrete Vibrator

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

bag pc bd. ft. kg. liter cu.m. cu.m.

1.29 0.24 11.47 0.11 0.30 0.07 0.14

E. MATERIALS CM001 CM027 CM034 CM010 RM086 PM#03 PM#07

Portland Cement, 40 kgs. Marine Plywood, (12.5mm or 1/2") Form Lumber ( Good Lumber ) Common Wire Nail Curing Compound Fine Aggregates Crushed Aggregate for Cement Concrete Miscellaneous (2% of the above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 601 DESCRIPTION: Concrete Sidewalk REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 4

1 1

A. LABOR L01 L07

Foreman Skilled Laborer

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS L09

Unskilled Laborer

12

1

NO. OF UNITS

NO. OF HOUR

1 4 1 1 1 2 1

1 1 1 1 1 1 1

UNIT

QUANTITY

bag liter liter sq.m. cu.m.

0.95 0.29 0.12 0.46 0.055

Total Man-hours = 17 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E209a E205 E204a E106 E121 E309 E418

Concrete Screeder, ( 5.5 Hp) Transit Mixer, 5.0 cu.m. Concrete Batch Plant, 30 cu.m./hr. Wheel Loader, 1.5 cu.m., Water Truck, 500 - 1000 gals. Concrete Vibrator Concrete Cutter, 14 " diameter

Minor Tools (5% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS CM001 RM086 RM096 PM#22 PM#03

Portland Cement, 40 kgs. Curing Compound Asphalt Sealant Falsework Fine Aggregates

SUB - TOTAL E F. DIRECT UNIT COST, (D+E)

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 602 (2) DESCRIPTION: Maintenance Marker Post (Furnish and Install) REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 1 2

1 1 1

NO. OF UNITS

NO. OF HOUR

1

0.05

A. LABOR L02 L07 L09

Asst. Foreman/Leadman Skilled Laborer Unskilled Laborer

Total Man-hours = 4 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E120

Cargo Truck, 9 - 10 M.T.

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS NAME AND SPECIFICATION

UNIT

QUANTITY

liter liter pc cu.m. cu.m.

0.05 0.05 1.00 1.44 1.40

E. MATERIALS RM203 RM204 RM127 103(1)a 104(5)

Paint, Reflectorized, (white) Paint, Reflectorized, (yellow) Concrete Maintenance Marker Post Structure Excavation Backfill (Structural)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 602 (3) DESCRIPTION: Kilometer Post (Furnish and Install) REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 1 2

1 1 1

NO. OF UNITS

NO. OF HOUR

A. LABOR L02 L07 L09

Asst. Foreman/Leadman Skilled Laborer Unskilled Laborer

Total Man-hours = 4 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

E120 E309

Cargo Truck, 9 - 10 M.T. Concrete Vibrator

1 1

0.5 0.05

UNIT

QUANTITY

liter liter pc cu.m. cu.m. cu.m.

0.10 0.10 1.00 0.095 1.46 1.34

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS RM203 RM204 RM126 PM#11 103(1)a 104(5)

Paint, Reflectorized, (white) Paint, Reflectorized, (yellow) Concrete Kilometer Post Concrete, Class A Structure Excavation Backfill (Structural)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 603 (3)a.1 DESCRIPTION: Metal (Flex) Beam Guardrail Including Concrete Post REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

1 2 4

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1 1

0.25 0.50 0.10 0.10

UNIT

QUANTITY

kg kg pc. bd. ft. kg l.m. pc. cu.m.

5.19 0.08 0.19 8.00 0.08 1.00 3.00 0.03

Total Man-hours = 7 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E120 E309 E406 E407

Cargo Truck, 9 - 10 M.T. Concrete Vibrator Bar Shear, 42mm Bar Bender, 42mm

Minor Tools (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS CM006 CM009 CM027 CM034 CM010 RM105 SM205 PM#11

Reinforcing Steel Deformed Bars, Grade 40 G.I. Tie Wire, No. 16 Marine Plywood, (12.5mm or 1/2") Form Lumber ( Good Lumber ) Common Wire Nail Metal Flex Beam Guardrails Bolts and Nuts, 5mm diameter Concrete, Class A

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) per linear meter G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 603 (3)a DESCRIPTION: Metal (Flex) Beam Guardrail Including Concrete Post REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 2 4

1 1 1

NO. OF UNITS

NO. OF HOUR

1

0.25

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 7 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E120a

Cargo Truck, 2 - 5 M.T.

Minor Tools (10% of Labor Cost) SUB - TOTAL B TOTAL A + B

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

l.m. pc. pc

1.00 0.60 0.20

E. MATERIALS RM105 SM205 PM#33

Metal Flex Beam Guardrails Bolts and Nuts, 5mm diameter

103(1)B

Structure Excavation, Common Material for Concrete Post

cu.m.

0.07

104(5)

Backfill (Structural)

cu.m.

0.06

Pre-Fabricated Concrete Post for Metal Beam Guardrail

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) per linear meter G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 603 (3)a.2 DESCRIPTION: Repainting of Existing Metal Beam Guardrail REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 8 2

1 1 1

A. LABOR L02 L07 L09

Asst. Foreman/Leadman Skilled Laborer Unskilled Laborer

Total Man-hours = 11 hours

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

UNIT

QUANTITY

gal gal gal

0.03 0.03 0.015

B. EQUIPMENT Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS RM203 RM204 RM212

Paint, Reflectorized, (white) Paint, Reflectorized, (yellow) Paint Primer Solvent

Incidentals (5% of the above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) per Linear meter G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 603 (3)a.3

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS DESCRIPTION: Re-Installation of Existing Metal Beam Guardrail REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 3 6

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1

1 1 1

UNIT

QUANTITY

cyl cyl kg

0.10 0.05 0.20

A. LABOR L02 L07 L09

Asst. Foreman/Leadman Skilled Laborer Unskilled Laborer

Total Man-hours = 10 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E120a E417 E411a

Cargo Truck, 2 - 5 M.T. Cutting Outfit Welding Machine,15 Hp

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS CM012 CM013 CM016

Oxygen (contents only) Acetylene (contents only) Welding Rod

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

Incidentals (10% of the above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) per Linear meter G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 603 (3)b DESCRIPTION: Metal (Flex) Beam Guardrail, End Piece REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 1 2

1 1 1

NO. OF UNITS

NO. OF HOUR

1

1

A. LABOR L02 L07 L09

Asst. Foreman/Leadman Skilled Laborer Unskilled Laborer

Total Man-hours = 4 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E120

Cargo Truck, 9 - 10 M.T.

Minor Tools (5% of Labor Cost)

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

pc pc

1.00 5.00

E. MATERIALS RM106 SM205

Metal Beam Guardrails, End Piece Bolts and Nuts, 5mm diameter

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) per piece G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 603 (3)c DESCRIPTION: Painting of Concrete Post for Metal Beam Guardrail REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 8 2

1 1 1

A. LABOR L02 L07 L09

Asst. Foreman/Leadman Skilled Laborer Unskilled Laborer

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

Total Man-hours = 11 hours

SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

UNIT

QUANTITY

gal gal

0.13 0.015

B. EQUIPMENT Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS RM203 RM212

Paint, Reflectorized, (white) Paint Primer Solvent

Incidentals (5% of the above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) per Linear meter G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H)

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 603 (5) DESCRIPTION: Concrete Post for Metal (Flex) Beam Guardrail Cast In Place REF. NO. DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 2 4

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1 1 1

1.00 1.00 1.00 1.00 0.50

UNIT

QUANTITY

kg

13.311

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 7 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E307 E309 E406 E407 E121

Concrete Mixer, 1 - Bagger Concrete Vibrator Bar Shear, 42mm Bar Bender, 42mm Water Truck, 500 - 1000 gals.

Minor Tools (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS CM006

Reinforcing Steel Deformed Bars, Grade 40

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS CM009 CM001 CM042 CM046 PM#21

G.I. Tie Wire, No. 16 Portland Cement, 40 kgs. Fine Aggregates Crushed Aggregate, (3/8") Formworks

kg bags cu.m. cu.m. sq.m.

0.161 0.611 0.034 0.042 1.428

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) per linear meter G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 605(1)a DESCRIPTION: Install Warning Sign, Triangular REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 1 2

1 1 1

NO. OF UNITS

NO. OF HOUR

1

0.25

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

Total Man-hours = 4 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E120a

Cargo Truck, 2 - 5 M.T.

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

E. MATERIALS RM131 DM041 PM#32 103(1)B

Warning Signs, 750mm, triangular G.I. Pipe 3" (76mm) diameter, Schedule 40 Pre-Fab Concrete Footing for Warning / Regulatory signs Structure Excavation, Common Material for Concrete Post

pc pc pc cu.m.

1.00 1.27 1.00 0.22

104(5)

Backfill (Structural)

cu.m.

0.16

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 605(1)b DESCRIPTION: Install Warning Sign, Trapezoidal REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1

1

A. LABOR L01

Foreman

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS L07 L09

Skilled Laborer Unskilled Laborer

1 2

1 1

NO. OF UNITS

NO. OF HOUR

1

0.25

UNIT

QUANTITY

Total Man-hours = 4 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E120a

Cargo Truck, 2 - 5 M.T.

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS RM134 DM041 PM#32 103(1)B

Warning Signs, Trapezoidal G.I. Pipe 3" (76mm) diameter, Schedule 40 Pre-Fab Concrete Footing for Warning / Regulatory signs Structure Excavation, Common Material for Concrete Post

pc pc pc cu.m.

1.00 1.27 1.00 0.22

104(5)

Backfill (Structural)

cu.m.

0.16

SUB - TOTAL E

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 605(1)b.2 DESCRIPTION: Install Warning Sign, Trapezoidal REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 1 2

1 1 1

NO. OF UNITS

NO. OF HOUR

1

0.25

UNIT

QUANTITY

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

Total Man-hours = 4 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E120a

Cargo Truck, 2 - 5 M.T.

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

E. MATERIALS CM001 CM008 CM033 CM010 RM132 DM041 SM205 PM#03 PM#07

Portland Cement, 40 kgs. Structural Steel Lumber (Apitong) Common Wire Nail Warning Signs, 900mm, triangular G.I. Pipe 3" (76mm) diameter, Schedule 40 Bolts and Nuts, 5mm diameter Fine Aggregates Crushed Aggregate for Cement Concrete

bag kg. bd. ft. kg. pc pc pc cu.m. cu.m.

0.48 2.00 8.00 0.08 1 3.10 12.00 0.025 0.050

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 605(2)a DESCRIPTION: Install Regulatory Sign, Round, 60cmØ REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 1 2

1 1 1

NO. OF UNITS

NO. OF HOUR

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 4 hours

SUB - TOTAL A NAME AND CAPACITY

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS B. EQUIPMENT E120a

Cargo Truck, 2 - 5 M.T.

1

0.25

UNIT

QUANTITY

pc pc pc

1.00 1.27 1.00

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS RM141 DM041 PM#32

Regulatory Signs, 600mm, Round G.I. Pipe 3" (76mm) diameter, Schedule 40

103(1)B

Structure Excavation, Common Material for Concrete Post

cu.m.

0.22

104(5)

Backfill (Structural)

cu.m.

0.16

Pre-Fab Concrete Footing for Warning / Regulatory signs

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 605(2)b DESCRIPTION: Regulatory Sign REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

1 1 2

1 1 1

NO. OF UNITS

NO. OF HOUR

1

0.25

UNIT

QUANTITY

bag kg. bd. ft. kg. ea. pc pc cu.m.

0.48 2.00 8.00 0.08 1.00 3.10 12.00 0.025

Total Man-hours = 4 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E120a

Cargo Truck, 2 - 5 M.T. Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS CM001 CM008 CM033 CM010 RM141 DM041 SM205 PM#03

Portland Cement, 40 kgs. Structural Steel Lumber (Apitong) Common Wire Nail Regulatory Signs, 600mm, Round G.I. Pipe 3" (76mm) diameter, Schedule 40 Bolts and Nuts, 5mm diameter Fine Aggregates

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS PM#07

Crushed Aggregate for Cement Concrete

cu.m.

0.050

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 605(3)a DESCRIPTION: Install Informatory Sign, 1500mm x 1000mm REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 1 2

1 1 1

NO. OF UNITS

NO. OF HOUR

1

0.25

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 4 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E120a

Cargo Truck, 2 - 5 M.T.

Minor Tools (10% of Labor Cost)

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

pc pc pc

1.00 2.54 2.00

E. MATERIALS RM157 DM041 PM#32

Informatory Signs, (59" x 40") 1500mm x 1000mm G.I. Pipe 3" (76mm) diameter, Schedule 40

103(1)B

Structure Excavation, Common Material for Concrete Post

cu.m.

0.43

104(5)

Backfill (Structural)

cu.m.

0.32

Pre-Fab Concrete Footing for Warning / Regulatory signs

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 605(3)b DESCRIPTION: Informatory Sign, 800mm x 1500mm REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 1 2

1 1 1

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer Total Man-hours = 4 hours

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

1

0.25

UNIT

QUANTITY

pc pc pc

1.00 2.54 2.00

B. EQUIPMENT E120a

Cargo Truck, 2 - 5 M.T.

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS RM156 DM041 PM#32

Informatory Signs, (32" x 59") 800mm x 1500mm G.I. Pipe 3" (76mm) diameter, Schedule 40

103(1)B

Structure Excavation, Common Material for Concrete Post

cu.m.

0.43

104(5)

Backfill (Structural)

cu.m.

0.32

Pre-Fab Concrete Footing for Warning / Regulatory signs

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS PAY ITEM NO. : 605(3)c DESCRIPTION: Informatory Sign, 1000mm x 980mm REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 1 2

1 1 1

NO. OF UNITS

NO. OF HOUR

1

0.25

UNIT

QUANTITY

bag kg. bd. ft. kg.

1.32 2.00 8.00 0.08

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

Total Man-hours = 4 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E120a

Cargo Truck, 2 - 5 M.T.

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS CM001 CM008 CM033 CM010

Portland Cement, 40 kgs. Structural Steel Lumber (Apitong) Common Wire Nail

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS RM152 DM041 SM205 PM#03 PM#07

Informatory Signs, (36" x 72") G.I. Pipe 3" (76mm) diameter, Schedule 40 Bolts and Nuts, 5mm diameter Fine Aggregates Crushed Aggregate for Cement Concrete

ea. pc pc cu.m. cu.m.

1.00 3.10 12.00 0.073 0.145

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 605(3)d DESCRIPTION: Informatory Sign, 1200mm x 1000mm REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 1 2

1 1 1

NO. OF UNITS

NO. OF HOUR

1

0.25

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

Total Man-hours = 4 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E120a

Cargo Truck, 2 - 5 M.T.

Minor Tools (10% of Labor Cost)

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

bag kg. bd. ft. kg. ea. pc pc cu.m. cu.m.

1.32 2.00 8.00 0.08 1.00 3.10 12.00 0.073 0.145

E. MATERIALS CM001 CM008 CM033 CM010 RM152 DM041 SM205 PM#03 PM#07

Portland Cement, 40 kgs. Structural Steel Lumber (Apitong) Common Wire Nail Informatory Signs, (36" x 72") G.I. Pipe 3" (76mm) diameter, Schedule 40 Bolts and Nuts, 5mm diameter Fine Aggregates Crushed Aggregate for Cement Concrete

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 605(3)e DESCRIPTION: Informatory Sign, 1500mm x 980mm REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 1 2

1 1 1

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

Total Man-hours = 4 hours

SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

1

0.25

UNIT

QUANTITY

bag kg. bd. ft. kg. ea. pc pc cu.m. cu.m.

1.32 2.00 8.00 0.08 1.00 3.10 12.00 0.073 0.145

B. EQUIPMENT E120a

Cargo Truck, 2 - 5 M.T.

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS CM001 CM008 CM033 CM010 RM154 DM041 SM205 PM#03 PM#07

Portland Cement, 40 kgs. Structural Steel Lumber (Apitong) Common Wire Nail Informatory Signs, (48" x 72") G.I. Pipe 3" (76mm) diameter, Schedule 40 Bolts and Nuts, 5mm diameter Fine Aggregates Crushed Aggregate for Cement Concrete

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F)

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 606 DESCRIPTION: Reflectorized Markings, ( Pre-mix ) Painting REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 1 2

1 1 1

NO. OF UNITS

NO. OF HOUR

1

0.05

UNIT

QUANTITY

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

Total Man-hours = 4 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E120a

Cargo Truck, 2 - 5 M.T.

Minor Tools (5% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS E. MATERIALS RM203 RM204 RM213

Paint, Reflectorized, (white) Paint, Reflectorized, (yellow) Paint Thinner

liter liter gal

0.50 0.50 0.10

Miscellaneous (5% of the above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 607(2) DESCRIPTION: Reflectorized Pavement Studs (Raised Profile Type) REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 3

1 1

NO. OF UNITS

NO. OF HOUR

A. LABOR L01 L09

Foreman Unskilled Laborer

Total Man-hours = 4 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS E413 E420 E409 E120a E402a

Electric/Crawler Drill Pneumatic Gun (for Epoxy Injection) Generator Set, 51-100kw Cargo Truck, 2 - 5 M.T. Air Compressor, 15-35 cfm

1 1 1 1 1

0.5 0.5 0.5 0.25 1.00

UNIT

QUANTITY

Minor Tools (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS RM182

Reflective Stud Catcheye Raised Surface, 100mm x 100mm

pc

1.00

RM227

Concrete Epoxy, (A & B)

can

0.04

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 612(1) DESCRIPTION: Reflectorized Thermoplastic , Pavement Markings (White) REF. NO.

DESIGNATION A. LABOR

NO. OF PERSON

NO. OF HOUR

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

1 2 6

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1 1

1 1 1 1

UNIT

QUANTITY

sq.m.

1.000

Total Man-hours = 9 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E120a E415 E416 E419

Cargo Truck, 2 - 5 M.T. Applicator Machine Kneading Machine Traffic Safety Devices

Minor Tools (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS RM205

Reflectorized Thermoplastic Paint, (White)

Miscellaneous (5% of the above)

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 612(2) DESCRIPTION : Reflectorized Thermoplastic , Pavement Markings (Yellow) REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 2 6

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1 1

1 1 1 1

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

Total Man-hours = 9 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E120a E415 E416 E419

Cargo Truck, 2 - 5 M.T. Applicator Machine Kneading Machine Traffic Safety Devices

Minor Tools (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

sq.m.

1.000

E. MATERIALS RM206

Reflectorized Thermoplastic Paint, (Yellow)

Miscellaneous (5% of the above cost) SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 612(3) DESCRIPTION : Reflectorized Thermoplastic , Pavement Markings (Pedestrian) REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 2 6

1 1 1

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

Total Man-hours = 9 hours

SUB - TOTAL A

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

1 1 1 1

1 1 1 1

UNIT

QUANTITY

sq.m.

1.000

B. EQUIPMENT E120a E415 E416 E419

Cargo Truck, 2 - 5 M.T. Applicator Machine Kneading Machine Traffic Safety Devices

Minor Tools (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS RM220

Reflectorized Thermoplastic Paint, (Pedestrian)

Miscellaneous (5% of the above cost) SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 613(1) DESCRIPTION : Concrete Joint Sealant, Hot Poured Elastic Type

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 4

1 1

NO. OF UNITS

NO. OF HOUR

1 1 1

1 1 1

UNIT

QUANTITY

tonne

0.053

A. LABOR L07 L09

Skilled Laborer Unskilled Laborer

Total Man-hours = 5 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E427 E215 E402

Joint Sealer with nozzle ( Hot 0r cold) Power Broom, Towed type, 2.0m wide Air Compressor, 251-315 cfm

Minor Tools (10% of Labor Cost) SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS RM085

Asphalt Cement Penetration Grade 40-50

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

Miscellaneous (5% of the above cost) SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 618 DESCRIPTION: Rumble Strip REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 3 6

1 1 1

NO. OF UNITS

NO. OF HOUR

1 1 1 1

1 1 1 1

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

Total Man-hours = 10 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E120a E415 E416 E419

Cargo Truck, 2 - 5 M.T. Applicator Machine Kneading Machine Traffic Safety Devices

Minor Tools (10% of Labor Cost)

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

cyl cyl bag bag liter kg.

0.006 0.003 0.60 0.060 0.24 0.15

E. MATERIALS CM011a CM011b RM205 RM207 RM208 RM215

LPG (50 kg) LPG (contents only) Reflectorized Thermoplastic Paint, (White) Glass Beads Primer, white Calsomine powder Miscellaneous (5% of the above)

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : 620 DESCRIPTION: Chevron Signs REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 1 2

1 1 1

A. LABOR L01 L07 L09

Foreman Skilled Laborer Unskilled Laborer

Total Man-hours = 4 hours

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

SUB - TOTAL A NAME AND CAPACITY

NO. OF UNITS

NO. OF HOUR

1

0.25

UNIT

QUANTITY

pc pc pc

1.00 1.07 1.00

B. EQUIPMENT E120a

Cargo Truck, 2 - 5 M.T.

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS RM171 DM041 PM#34

Directional Signs, Chevron, (18" x 24") 450mm x G.I. Pipe 3" (76mm) diameter, Schedule 40

103(1)B

Structure Excavation, Common Material for Concrete Post

cu.m.

0.18

104(5)

Backfill (Structural)

cu.m.

0.14

Pre-Fabricated Concrete Footing for Chevron Signs

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS

PAY ITEM NO. : 622(1) DESCRIPTION: Coco-Net REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 1 4

1 1 1

NO. OF UNITS

NO. OF HOUR

1

0.25

UNIT

QUANTITY

pc

1.00

A. LABOR L02 L07 L09

Asst. Foreman/Leadman Skilled Laborer Unskilled Laborer

Total Man-hours = 4 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E120a

Cargo Truck, 2 - 5 M.T.

Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION E. MATERIALS DM081

Coco - net CGN 700

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS Miscellaneous 10% of Above

SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

PAY ITEM NO. : SPL 1 DESCRIPTION: Service Level Billboards (Furnish and Install) REF. NO.

DESIGNATION

NO. OF PERSON

NO. OF HOUR

1 2 4

1 1 1

NO. OF UNITS

NO. OF HOUR

1

0.25

A. LABOR L02 L07 L09

Asst. Foreman/Leadman Skilled Laborer Unskilled Laborer

Total Man-hours = 7 hours

SUB - TOTAL A NAME AND CAPACITY B. EQUIPMENT E120a

Cargo Truck, 2 - 5 M.T.

Length = 11.81

DETAILED DESIGN OF SELECTED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR O PREVENTIVE MAINTENANCE (PM) COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PRO PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929 UNIT PRICE ANALYSIS Minor Tools (10% of Labor Cost)

SUB - TOTAL B TOTAL A + B C. OUTPUT D. UNIT COST : (A+B)/C NAME AND SPECIFICATION

UNIT

QUANTITY

pc bd.ft. sq.m.

1.0 42.37 2.88

E. MATERIALS CM027 CM035

Marine Plywood, (12.5mm or 1/2") Coco Lumber Service Level Billboard

Incidental, 10% of the above cost SUB - TOTAL E F. DIRECT UNIT COST, (D+E) G. OVERHEAD, MISCELLANEOUS & CONTINGENCY ( 6% OF F) H. PROFIT ( 8% OF F) I. VALUE ADDED TAX ( 12% OF F+G+H) J. TOTAL UNIT COST (F+G+H+I)

Length = 11.81

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS DIRECT UNIT COST/LM

OUTPUT / HR

:

HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

225.31 1,065.00 145.84

506.70 17.50 AMOUNT

82.29 238.71 367.62

688.63 AMOUNT

225.31 53.25 145.84

68.86

UNIT COST

250.00 710.00

214.70 903.33 17.50 51.62 AMOUNT

180.00 49.70

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 45.00 70.00 75.00 371.00 432.79

136.80 7.70 22.50 14.84 34.62

8.92 455.09 506.70 30.40 40.54 69.32 646.96

DIRECT UNIT COST/LM

OUTPUT / HR

:

HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

225.31 1,065.00 145.84

710.82 10.30 AMOUNT

82.29 238.71 367.62

688.63 AMOUNT

225.31 53.25 145.84

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

68.86

214.70 903.33 10.30 87.70 AMOUNT

UNIT COST

250.00 710.00 45.00 70.00 75.00 371.00 432.79

322.50 42.60 129.04 7.70 22.50 25.97 60.59 12.22

623.12 710.82 42.65 56.87 97.24 907.57

DIRECT UNIT COST/M2

OUTPUT / HR

:

HOURLY RATE

82.29 59.68

665.22 161.00 AMOUNT

82.29 238.71

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 45.95

HOURLY RATE

545.00 2,578.28 1,208.03 2,145.11 1,065.00 145.84 167.38

551.44

872.44 AMOUNT

545.00 10,313.13 1,208.03 2,145.11 1,065.00 291.68 167.38

43.62

UNIT COST

250.00 75.00 125.00 580.74 371.00

15,778.95 16,651.39 161.00 103.42 AMOUNT

237.50 21.75 15.00 267.14 20.40

561.79 665.22

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 39.91 53.22 91.00 849.35

DIRECT UNIT COST/EA

OUTPUT / HR

:

HOURLY RATE

75.52 59.68 45.95

HOURLY RATE

1,102.00

1,398.52 4.00 AMOUNT

75.52 59.68 91.91

227.10 AMOUNT

55.10

22.71

77.81 304.91 4.00 76.23

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS UNIT COST

AMOUNT

600.00 650.00 530.00 310.72 201.10

30.00 32.50 530.00 447.44 282.35

1,322.29 1,398.52 83.91 111.88 191.32 1,785.63

DIRECT UNIT COST/EA OUTPUT / HR : HOURLY RATE

75.52 59.68 45.95

HOURLY RATE

3,055.84 2.00 AMOUNT

75.52 59.68 91.91

227.10 AMOUNT

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

1,102.00 145.84

551.00 7.29

22.71

UNIT COST

600.00 650.00 1,450.00 3,722.71 310.72 201.10

581.00 808.10 2.00 404.05 AMOUNT

60.00 65.00 1,450.00 353.66 453.66 269.48

2,651.79 3,055.84 183.35 244.47 418.04 3,901.70

DIRECT UNIT COST/LM. :

OUTPUT

:

HOURLY RATE

3,089.60 4.20 AMOUNT

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

82.29 59.68 45.95

HOURLY RATE

1,102.00 145.84 315.25 390.85

82.29 119.36 183.81

385.46 AMOUNT

275.50 72.92 31.52 39.08

38.55

UNIT COST

60.00 55.00 710.00 45.00 70.00 2,300.00 15.00 3,722.71

457.57 843.03 4.20 200.72 AMOUNT

311.52 4.40 33.00 90.00 5.60 2,300.00 45.00 99.36

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

2,888.88 3,089.60 185.38 247.17 51.91 3,574.05

DIRECT UNIT COST/LM. :

OUTPUT

:

HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

712.00

2,980.21 4.20 AMOUNT

82.29 119.36 183.81

385.46 AMOUNT

178.00

38.55 216.55 602.00

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 4.20 143.33 AMOUNT

UNIT COST

2,300.00 15.00 2,398.39

2,300.00 9.00 479.68

590.14

39.54

157.51

8.66

2,836.88 2,980.21 178.81 238.42 407.69 3,805.14

DIRECT UNIT COST/LM. :

OUTPUT

:

HOURLY RATE

75.52 59.68 45.95

203.52 20.00 AMOUNT

75.52 477.43 91.91

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

HOURLY RATE

644.85 AMOUNT

64.49

UNIT COST

2,400.00 2,600.00 670.00

64.49 709.34 20.00 35.47 AMOUNT

72.00 78.00 10.05

8.00

168.05 203.52 12.21 16.28 27.84 259.85

DIRECT UNIT COST/LM. :

426.49

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS OUTPUT

:

20.00

HOURLY RATE

75.52 59.68 45.95

HOURLY RATE

712.00 45.45 391.00

AMOUNT

75.52 179.04 275.72

530.27 AMOUNT

712.00 45.45 391.00

53.03

UNIT COST

1,625.00 2,450.00 120.00

1,201.48 1,731.75 20.00 86.59 AMOUNT

162.50 122.50 24.00

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

30.90

339.90 426.49 25.59 34.12 58.34 544.54

DIRECT UNIT COST/EA :

OUTPUT

:

HOURLY RATE

75.52 59.68 45.95

HOURLY RATE

1,102.00

1,498.41 6.00 AMOUNT

75.52 59.68 91.91

227.10 AMOUNT

1,102.00

11.36

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

1,113.36 1,340.46 6.00 223.41 AMOUNT

UNIT COST

1,200.00 15.00

1,200.00 75.00

1,275.00 1,498.41 89.90 119.87 204.98 1,913.17

DIRECT UNIT COST/SQ.M..

OUTPUT

:

HOURLY RATE

75.52 59.68 45.95

126.01 20.75 AMOUNT

75.52 477.43 91.91

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

HOURLY RATE

644.85 AMOUNT

64.49

UNIT COST

600.00 670.00

64.49 709.34 20.75 34.18 AMOUNT

77.40 10.05

4.37

91.82 126.01 7.56 10.08 17.24

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 160.89

DIRECT UNIT COST/pc :

OUTPUT

:

HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

225.31 145.84 315.25 390.85 1,065.00

2,559.92 6.00 AMOUNT

82.29 119.36 183.81

385.46 AMOUNT

225.31 145.84 315.25 390.85 532.50

38.55 1,648.29 2,033.75 6.00 338.96 AMOUNT

UNIT COST

60.00

798.66

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 55.00 250.00 750.00 616.67 847.12

8.86 152.80 25.13 25.84 1,209.69

2,220.96 2,559.92 153.60 204.79 350.20 3,268.51

DIRECT UNIT COST/EA :

OUTPUT : HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

712.00

15,848.55 4.00 AMOUNT

82.29 59.68 91.91

233.87 AMOUNT

178.00

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

23.39

201.39 435.26 4.00 108.81 AMOUNT

UNIT COST

7,794.60 4,200.00 2,456.10 590.14

7,794.60 5,334.00 2,456.10 129.83

157.51

25.20

15,739.74 15,848.55 950.91 1,267.88 2,168.08 20,235.43

DIRECT UNIT COST/EA :

OUTPUT : HOURLY RATE

82.29

15,858.79 4.00 AMOUNT

82.29

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 59.68 45.95

HOURLY RATE

712.00

59.68 91.91

233.87 AMOUNT

178.00

23.39

UNIT COST

201.39 435.26 4.00 108.81 AMOUNT

7,804.84 4,200.00 2,456.10 590.14

7,804.84 5,334.00 2,456.10 129.83

157.51

25.20

15,749.98

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 15,858.79 951.53 1,268.70 2,169.48 20,248.50

DIRECT UNIT COST/EA :

OUTPUT : HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

712.00

11,288.14 2.00 AMOUNT

82.29 59.68 91.91

233.87 AMOUNT

178.00

23.39

UNIT COST

201.39 435.26 2.00 217.63 AMOUNT

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

250.00 70.00 55.00 70.00 7,880.00 840.00 15.00 371.00 432.79

120.00 140.00 110.00 5.60 7,880.00 2,604.00 180.00 9.27 21.64

11,070.51 11,288.14 677.29 903.05 1,544.22 14,412.70

DIRECT UNIT COST/EA :

OUTPUT

:

HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

15,454.05 4.00 AMOUNT

82.29 59.68 91.91

233.87 AMOUNT

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

712.00

178.00 23.39

UNIT COST

201.39 435.26 4.00 108.81 AMOUNT

7,400.10 4,200.00 2,456.10

7,400.10 5,334.00 2,456.10

590.14

129.83

157.51

25.20

15,345.24 15,454.05 927.24 1,236.32 2,114.11 19,731.73

DIRECT UNIT COST/EA :

OUTPUT

:

HOURLY RATE

10,808.24 2.00 AMOUNT

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

82.29 59.68 45.95

HOURLY RATE

712.00

82.29 59.68 91.91

233.87 AMOUNT

178.00 23.39

UNIT COST

250.00 70.00 55.00 70.00 7,400.10 840.00 15.00 371.00

201.39 435.26 2.00 217.63 AMOUNT

120.00 140.00 110.00 5.60 7,400.10 2,604.00 180.00 9.27

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 432.79

21.64

10,590.61 10,808.24 648.49 864.66 1,478.57 13,799.97

DIRECT UNIT COST/EA : OUTPUT : HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

712.00

38,116.53 1.00 AMOUNT

82.29 59.68 91.91

233.87 AMOUNT

178.00

23.39

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 201.39 435.26 1.00 435.26 AMOUNT

UNIT COST

21,796.90 4,200.00 2,456.10

21,796.90 10,668.00 4,912.21

590.14

253.76

157.51

50.40

37,681.27 38,116.53 2,286.99 3,049.32 5,214.34 48,667.18

DIRECT UNIT COST/EA : OUTPUT : HOURLY RATE

82.29 59.68 45.95

41,867.63 1.00 AMOUNT

82.29 59.68 91.91

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

HOURLY RATE

712.00

233.87 AMOUNT

178.00

23.39

UNIT COST

201.39 435.26 1.00 435.26 AMOUNT

25,548.00 4,200.00 2,456.10

25,548.00 10,668.00 4,912.21

590.14

253.76

157.51

50.40

41,432.37 41,867.63 2,512.06 3,349.41 5,727.49 53,456.59

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS DIRECT UNIT COST/EA : OUTPUT : HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

712.00

16,994.70 1.00 AMOUNT

82.29 59.68 91.91

233.87 AMOUNT

178.00

23.39

UNIT COST

250.00 70.00 55.00 70.00

201.39 435.26 1.00 435.26 AMOUNT

330.00 140.00 110.00 5.60

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 13,100.00 840.00 15.00 371.00 432.79

13,100.00 2,604.00 180.00 27.08 62.75

16,559.44 16,994.70 1,019.68 1,359.58 2,324.87 21,698.83

DIRECT UNIT COST/EA :

OUTPUT

:

HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

712.00

16,994.70 1.00 AMOUNT

82.29 59.68 91.91

233.87 AMOUNT

178.00

23.39

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

201.39 435.26 1.00 435.26 AMOUNT

UNIT COST

250.00 70.00 55.00 70.00 13,100.00 840.00 15.00 371.00 432.79

330.00 140.00 110.00 5.60 13,100.00 2,604.00 180.00 27.08 62.75

16,559.44 16,994.70 1,019.68 1,359.58 2,324.87 21,698.83

DIRECT UNIT COST/EA :

OUTPUT

:

HOURLY RATE

82.29 59.68 45.95

24,794.70 1.00 AMOUNT

82.29 59.68 91.91

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

HOURLY RATE

712.00

233.87 AMOUNT

178.00

23.39

UNIT COST

250.00 70.00 55.00 70.00 20,900.00 840.00 15.00 371.00 432.79

201.39 435.26 1.00 435.26 AMOUNT

330.00 140.00 110.00 5.60 20,900.00 2,604.00 180.00 27.08 62.75

24,359.44 24,794.70 1,487.68 1,983.58

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 3,391.91 31,657.87

DIRECT UNIT COST/M2 OUTPUT / HR : HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

712.00

691.65 25.00 AMOUNT

82.29 59.68 91.91

233.87 AMOUNT

35.60

11.69

UNIT COST

47.29 281.17 25.00 11.25 AMOUNT

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

600.00 650.00 230.00

300.00 325.00 23.00

32.40

680.40 691.65 41.50 55.33 94.62 883.09

DIRECT UNIT COST/EA :

OUTPUT / HR

:

HOURLY RATE

82.29 45.95

HOURLY RATE

866.48 10.00 AMOUNT

82.29 137.86

220.15 AMOUNT

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 393.93 148.00 566.98 712.00 189.00

196.96 74.00 283.49 178.00 189.00

22.01 943.47 1,163.62 10.00 116.36 AMOUNT

UNIT COST

750.00

750.00

2.94

0.12

750.12 866.48 51.99 69.32 118.53 1,106.32

DIRECT UNIT COST/M2

OUTPUT / HR HOURLY RATE

:

565.00 25.00 AMOUNT

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 82.29 59.68 45.95

HOURLY RATE

712.00 93.75 187.50 65.00

82.29 119.36 275.72

477.36 AMOUNT

712.00 93.75 187.50 65.00

47.74

UNIT COST

477.78

1,105.99 1,583.35 25.00 63.33 AMOUNT

477.78

23.89

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 501.67 565.00 33.90 45.20 77.29 721.40

DIRECT UNIT COST/M2

OUTPUT / HR

:

HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

712.00 93.75 187.50 65.00

565.00 25.00 AMOUNT

82.29 119.36 275.72

477.36 AMOUNT

712.00 93.75 187.50 65.00

47.74 1,105.99 1,583.35 25.00

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 63.33 AMOUNT

UNIT COST

477.78

477.78

23.89 501.67 565.00 33.90 45.20 77.29 721.40

DIRECT UNIT COST/M2

OUTPUT / HR

:

HOURLY RATE

82.29 59.68 45.95

565.00 25.00 AMOUNT

82.29 119.36 275.72

477.36

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS HOURLY RATE

712.00 93.75 187.50 65.00

AMOUNT

712.00 93.75 187.50 65.00

47.74

UNIT COST

477.78

1,105.99 1,583.35 25.00 63.33 AMOUNT

477.78

23.89 501.67 565.00 33.90 45.20 77.29 721.40

DIRECT UNIT COST/KGS.

OUTPUT / HR (25lm./hr)

3,650.15 10.00

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS HOURLY RATE

59.68 45.95

HOURLY RATE

223.03 130.54 615.00

AMOUNT

59.68 183.81

243.49 AMOUNT

223.03 130.54 615.00

24.35

UNIT COST

63,500.00

992.92 1,236.41 10.00 123.64 AMOUNT

3,358.58

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

167.93 3,526.51 3,650.15 219.01 292.01 499.34 4,660.51

DIRECT UNIT COST/M2

OUTPUT / HR

:

HOURLY RATE

82.29 59.68 45.95

HOURLY RATE

712.00 93.75 187.50 65.00

541.62 15.00 AMOUNT

82.29 179.04 275.72

537.04 AMOUNT

712.00 93.75 187.50 65.00

53.70

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

1,111.95 1,648.99 15.00 109.93 AMOUNT

UNIT COST

3,386.50 913.00 477.78 800.00 160.00 100.00

20.32 2.74 286.67 48.00 38.40 15.00 20.56

431.68 541.62 32.50 43.33 74.09 691.53

DIRECT UNIT COST/EA :

OUTPUT : HOURLY RATE

82.29 59.68 45.95

14,001.49 4.00 AMOUNT

82.29 59.68 91.91

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

HOURLY RATE

712.00

233.87 AMOUNT

178.00

23.39

UNIT COST

201.39 435.26 4.00 108.81 AMOUNT

7,098.41 4,200.00 2,171.99

7,098.41 4,494.00 2,171.99

590.14

106.23

157.51

22.05

13,892.68 14,001.49 840.09 1,120.12 1,915.40 17,877.10

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS

DIRECT UNIT COST/EA :

OUTPUT : HOURLY RATE

75.52 59.68 45.95

HOURLY RATE

712.00

241.58 50.00 AMOUNT

75.52 59.68 183.81

319.01 AMOUNT

178.00

31.90

UNIT COST

210.00

209.90 528.91 50.00 10.58 AMOUNT

210.00

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 21.00

231.00 241.58 14.49 19.33 33.05 308.45

DIRECT UNIT COST/EA

OUTPUT / HR

:

HOURLY RATE

75.52 59.68 45.95

HOURLY RATE

712.00

2,356.79 2.00 AMOUNT

75.52 119.36 183.81

378.69 AMOUNT

178.00

TED NATIONAL ROADS FOR THE AWP 2ND YEAR AND 3RD YEAR OF THE COMPONENT OF THE ROAD UPGRADING AND PRESERVATION PROJECT (RUPP)

PM - 13 SAYRE HIGHWAY, REGION X MALAYBALAY - CABANGLASAN ROAD SECTION KO 1510 + 110 to KO 1521 + 929

Length = 11.819 Kms.

UNIT PRICE ANALYSIS 37.87

UNIT COST

710.00 15.00 182.89

215.87 594.55 2.00 297.28 AMOUNT

710.00 635.55 526.73

187.23 2,059.51 2,356.79 141.41 188.54 322.41 3,009.15

JICA ASSISTED ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) ASSET PRESERVATION CONTRACT- PREVENTIVE MAINTENANCE (APC- PM) SECTION 1: ARINGAY - SANTA/VIGAN CITY ROAD SECTION HYBRID, PBM - 1 MANILA NORTH ROAD (K0243 + 000 to K0389 + 000); Length = 146.00 Km Provinces of La Union and Ilocos Sur, Region I COST ESTIMATE PAY ITEM NO.

DIRECT COST DESCRIPTION

(1)

(2)

PART A

FACILITIES FOR THE ENGINEER Provision of Temporary Field Office, Laboratory Building and Living Quarters for the Engineer on Rental Basis Operate and Maintain Temporary Field Office, Laboratory Building and Living Quarters for the Engineer Construction of Combined Field Office, Laboratory, and Living Quarters Building for the Engineer

A.1.1(a) A.1.1(b) A.1.1(c) A.1.1(d) A.1.1(e) A.1.1(f) A.1.1(g) A.1.1(h)

Provision of Furnitures, Fixtures, Equipment and Appliances for the Combined Field Office, Laboratory Building and Living Quarters for the Engineer, (Schedules A & B)

UNIT QUANTITY

(3)

(4)

UNIT COST

TOTAL

(5)

(6)

OCM % (7)

MARK UP PROFIT TO % % (8)

(9)

mo.

3.00

15,000.00

45,000.00

8.00

8.00

mo.

3.00

0.00

0.00

8.00

8.00

l.s.

1.00

0.00

0.00

8.00

8.00

l.s.

1.00

0.00

0.00

8.00

8.00

Furnishing of Laboratory Testing Equipment, Apparatus and Publications for the Engineer, (Schedule C) Operate and Maintain Combined Field Office, Laboratory and Living Quarters Building for the Engineer, (Schedules D, E & F) Furnish Communication Facility for the Engineer, Mobile Cellular Phone or Equivalent

l.s.

1.00

47,000.00

47,000.00

8.00

8.00

mo.

57.00

85,424.74

4,869,210.18

8.00

8.00

l.s.

1.00 Err:508

Err:508

8.00

8.00

Furnish Cellcards for Cellular Phones for the Engineer

mo.

60.00 Err:508

Err:508

8.00

8.00

JICA ASSISTED ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) ASSET PRESERVATION CONTRACT- PREVENTIVE MAINTENANCE (APC- PM) SECTION 1: ARINGAY - SANTA/VIGAN CITY ROAD SECTION HYBRID, PBM - 1 MANILA NORTH ROAD (K0243 + 000 to K0389 + 000); Length = 146.00 Km Provinces of La Union and Ilocos Sur, Region I COST ESTIMATE PAY ITEM NO.

DIRECT COST DESCRIPTION

UNIT QUANTITY

(1)

(2)

(3)

A.1.2(a)

Furnish Two (2) units, 4 x 4 Pick-up Type, Double Crew Cab, 3000cc Displacement, Diesel with factory installed air conditioner and car accessories or equivalent (Brand New)

veh

A.1.2(b)

Operate and Maintain Two (2) units 4 x 4 Pick-up Type, Double Crew Cab Service veh-mo. Vehicles for the Engineer

A.1.2(c)

Furnish Three (3) units, 2 x 4 Pick-up Type, Double Crew Cab, 2500cc Displacement, Diesel with factory installed air conditioner and car accessories or equivalent (Brand New)

A.1.2(d) A.1.2(e) A.1.2(f) A.1.3(a) A.1.3(b) A.1.4

Provide Progress Photographs; (Proof prints, Negatives and E-File)

TOTAL

(5)

(6)

(7)

MARK UP PROFIT TO % % (8)

(9)

2.00 Err:508

Err:508

-

120.00 Err:508

Err:508

-

3.00 Err:508

Err:508

-

180.00 Err:508

Err:508

-

1.00 Err:509

Err:509

60.00 Err:508

Err:508

1.00 Err:508

Err:508

8.00

8.00

mo.

60.00 Err:508

Err:508

8.00

8.00

set-mo.

60.00 Err:508

Err:508

8.00

8.00

veh

Operate and Maintain Three (3) units, 4 x 2 Pick-up Type,Double Crew Cab, veh-mo. Service Vehicle for the Engineer Furnish One (1) unit, Commuter 2.5M/T Van, 2.5L, Diesel with factory installed air veh conditioner and van accessories or equivalent (Brand New) Operate and Maintain One (1) unit Type, Commuter Van, 2.5 M/T (5-speed manual veh-mo. transmission) Service Vehicle for the Engineer Furnish, Operate and Maintain Survey Equipment and Apparatus for the Assistance l.s. to the Engineer ; (Schedule G) (Brand New) Provision of Survey Personnel for the Assistance to the Engineer; (Schedule H)

(4)

UNIT COST

OCM %

JICA ASSISTED ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) ASSET PRESERVATION CONTRACT- PREVENTIVE MAINTENANCE (APC- PM) SECTION 1: ARINGAY - SANTA/VIGAN CITY ROAD SECTION HYBRID, PBM - 1 MANILA NORTH ROAD (K0243 + 000 to K0389 + 000); Length = 146.00 Km Provinces of La Union and Ilocos Sur, Region I COST ESTIMATE PAY ITEM NO.

DIRECT COST DESCRIPTION

(1)

(2)

UNIT QUANTITY

(3)

(4)

UNIT COST

TOTAL

(5)

(6)

TOTAL OF PART A PART B

OCM % (7)

MARK UP PROFIT TO % % (8)

(9)

Err:508

OTHER GENERAL REQUIREMENTS

B.1

Construction Safety and Health Program

l.s.

1.00

1,465,000.00

1,465,000.00

8.00

8.00

B.2

Standard Project Information Sign

ea.

2.00

2,489.87

4,979.74

8.00

8.00

B.3 (a)

Traffic Control and Management during Construction

l.s.

1.00

690,510.67

690,510.67

8.00

8.00

B.3 (b)

Environmental Management and Monitoring

l.s.

1.00

908,000.00

908,000.00

8.00

8.00

SPL 3

Provision of Loadometer Equipment

l.s.

2.00 Err:508

Err:508

8.00

8.00

SPL 2

Installation of ODA Seal Recognition Plate

l.s.

1.00 Err:508

Err:508

0.00

0.00

TOTAL OF PART B

Err:508

TOTAL OF PART A & PART B

Err:508

ING AND PRESERVATION PROJECT (RUPP) ACT- PREVENTIVE MAINTENANCE (APC- PM)

SANTA/VIGAN CITY ROAD SECTION - 1 MANILA NORTH ROAD 389 + 000); Length = 146.00 Km Union and Ilocos Sur, Region I

OST ESTIMATE INDIRECT COST MARK UP VAT 12%of TOTAL (6)+(10) AMOUNT (10)

(11)

TOTAL

TOTAL COST

TOTAL UNIT COST

(12)

(13)

(14)

3,600.00

5,832.00

9,432.00

54,432.00

18,144.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

3,760.00

6,091.20

9,851.20

56,851.20

56,851.20

389,536.81

631,049.64

1,020,586.45

5,889,796.63

103,329.77

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

ING AND PRESERVATION PROJECT (RUPP) ACT- PREVENTIVE MAINTENANCE (APC- PM)

SANTA/VIGAN CITY ROAD SECTION - 1 MANILA NORTH ROAD 389 + 000); Length = 146.00 Km Union and Ilocos Sur, Region I

OST ESTIMATE INDIRECT COST MARK UP VAT 12%of TOTAL (6)+(10) AMOUNT (10)

(11)

TOTAL

TOTAL COST

TOTAL UNIT COST

(12)

(13)

(14)

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

ING AND PRESERVATION PROJECT (RUPP) ACT- PREVENTIVE MAINTENANCE (APC- PM)

SANTA/VIGAN CITY ROAD SECTION - 1 MANILA NORTH ROAD 389 + 000); Length = 146.00 Km Union and Ilocos Sur, Region I

OST ESTIMATE INDIRECT COST MARK UP VAT 12%of TOTAL (6)+(10) AMOUNT (10)

(11)

TOTAL

TOTAL COST

TOTAL UNIT COST

(12)

(13)

(14)

Err:508

Err:508

Err:508

Err:508

117,200.00

189,864.00

307,064.00

1,772,064.00

1,772,064.00

398.38

645.37

1,043.75

6,023.49

3,011.75

55,240.85

89,490.18

144,731.04

835,241.71

835,241.71

72,640.00

117,676.80

190,316.80

1,098,316.80

1,098,316.80

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

0.00

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

JICA ASSISTED ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) ASSET PRESERVATION CONTRACT- PREVENTIVE MAINTENANCE (APC- PM) SECTION 1: ARINGAY - SANTA/VIGAN CITY ROAD SECTION HYBRID, PBM - 1 MANILA NORTH ROAD (K0243 + 000 to K0389 + 000); Length = 146.00 Km Provinces of La Union and Ilocos Sur, Region I

SUMMARY OF COSTS BILL ITEM

DESCRIPTION

TOTAL COST PERCENT AMOUNT Err:508 Err:508

PART A

FACILITIES FOR THE ENGINEER

PART B

OTHER GENERAL REQUIREMENTS

Err:508

Err:508

CIVIL WORKS 1). 2). 3). 4). 5). 6). 7). 8). 9). 10). 11). 12). 13).

REHABILITATION, MINOR IMPROVEMENTS & MAINTENANCE BACKLOG PAVEMENT WORKS SHOULDER REFORMATION CROSSFALL REISNTATEMENT ALL PROTECTION WORKS SIGNAGE & THERMOPLASTIC MARKINGS RUMBLE STRIPS CROSS DRAIN STRUCTURES; (RCBC's & RCPC's) SIDE DRAINAGE STRUCTURES BRIDGE CONSTRUCTION POST AND MARKER MAIN JUNCTION VISIBILITY OBSTRUCTION SERVICE LEVEL BILLBOARD

Err:509 Err:509 Err:509 Err:509 Err:508 Err:508 Err:508 Err:508 Err:508 Err:509 Err:508 Err:508 Err:508 Err:508

Err:509 Err:509 Err:509 Err:509 19,971,889.69 48,138,913.64 819,475.39 13,355,884.91 19,492,597.19 Err:509 1,158,799.14 3,131,050.75 99,371.88 72,219.59

ACP OVERLAY

OVERLAY DURING INITIAL 18 MONTHS OF 5 YEAR CONTRACT PERIOD

Err:508

1,859,615,402.22

LONG TERM PERFORMANCE BASED MAINTENANCE

Err:508

168,840,083.20

LTPBM

PART J

MOBILIZATION AND DEMOBILIZATION SUB-TOTAL

Err:509

Err:509

Err:508

Err:508

PART K

DESIGN COST, (3%)

Err:509

PART L

PROVISIONAL SUM

50,000,000.00 Err:508

TOTAL COST

As of 22 August 2012

Err:508

Err:508 3.41

B.1 Item No.

Description

Unit

PBM - 1 MANILA NORTH ROAD, SECTION 1: ARINGAY to SANTA/VIGAN CITY ROAD SECTION Helmet SafetyShoes Dust Mask Gloves Eye Googles Ear Mop Man-Hr Output/Hr Quantity TOTAL

Rain Coats RubberBoots Body Vest

Part C : EARTHWORKS 100 (1)

Clearing and Grubbing

ha.

3.00

0.05

4.22

253.20

253

253

253

101 (1)

Removal of Structures and Obstruction

l. s.

32.00

1.00

3.00

96.00

96

96

96

96

96

101 (2)a

Removal of Existing Inlet/Outlet Structures

each

3.00

2.00

174.00

261.00

261

261

261

261

52

101 (2)b

Removal of Existing Road Signs

each

3.00

4.00

221.00

165.75

166

166

166

166 72

76

76

253

96

29

29

96

52

78

78

261

50

50

166

22

22

72

2,692

2,692

8,974

101 (2)c

Removal of Existing Kilometer Post

each

3.00

4.00

96.00

72.00

72

72

72

101 (3)a

Removal of Existing PCC Pavement

sq.m.

3.00

30.00

89,743.00

8,974.30

8,974

8,974

8,974

101 (3)b

Removal of Existing AC Pavement

sq.m.

3.00

60.00

134,135.00

6,706.75

6,707

6,707

6,707

2,012

2,012

6,707

101 (3)c

Removal of Existing Bridge Slope Protection

sq.m.

3.00

65.00

4,947.00

228.32

228

228

228

228

68

68

228

101 (3)d

Removal of Rocks, Concrete Block,etc.(Heavy Mat'l.s)

sq.m.

4.00

25.00

11,535.00

1,845.60

1,846

1,846

1,846

1,846

554

554

1,846

101 (3)e

Removal of Debris, Trees, Weeds, etc. (Light Mat'l.s)

sq.m.

4.00

50.00

9,086.00

726.88

727

727

727

727

218

218

727

101 (4)a

Removal of Existing RCPC, 910mm diameter and Below

l.m.

3.00

4.00

1,478.00

1,108.50

1,109

1,109

1,109

1,109

333

333

1,109

101 (4)c

Removal of Existing Metal Beam Guardrails

l.m.

3.00

40.00

557.00

41.78

42

42

42

42

13

13

42

102 (4)

Removal of Unclassified Materials, (Exst'g. Sub-base Course)

cu.m.

3.00

50.00

132,407.00

7,944.42

7,944

7,944

7,944

2,383

2,383

7,944

103 (1)

Structure Excavation

cu.m.

4.00

20.00

1,262.00

252.40

252

252

252

76

76

252

103 (3)

Foundation Fill

cu.m.

5.00

1.25

401.00

1,604.00

1,604

1,604

1,604

481

481

1,604

103 (6)

Pipe Culverts and Drain Excavation

cu.m.

4.00

20.00

3,118.00

623.60

624

624

624

187

187

624

104 (1)

Embankment from Borrow Excavation

cu.m.

3.00

50.00

0.00

100.00

100

100

100

30

30

100

105 (1)

Subgrade Preparation, Common Materials, (Compaction and Reformation)

sq.m.

3.00

300.00

260,873.00

2,608.73

2,609

2,609

2,609

783

783

2,609

105 (2)

Subgrade Preparation on Existing Pavement

sq.m.

3.00

300.00

105,530.00

1,055.30

1,055

1,055

1,055

317

317

1,055

-

-

-

3,718.38

3,718

3,718

3,718

1,116

1,116

3,718

-

-

-

343

343

343

103

103

343

Part D : SUB-BASE and BASE COURSE 200

Aggregate Sub-base Course ; (thickness 200mm)

0.00 cu.m.

3.00

50.00

Part E : SURFACING 300

61,973.00 0.00

Aggregate Surface Course; (thickness 200mm)

cu.m.

3.00

50.00

5,712.00

302(2)

Bituminous Tack Coat, (SS-1)

tonne

4.00

0.30

131,811.00

1,757,480

1,757,480

1,757,480

1,757,480

527,244

527,244

1,757,480

613(1)

Bituminous Seal Coat ; (for Joints and Crack Sealing)

l.m.

7.00

25.00

4,653.00

1,302.84

1,303

1,303

1,303

1,303

391

391

1,303

SPL 303 (a) Bituminous Seal Coat ; (for Cracks & Joints at PCCP)

l.m.

7.00

20.00

575.00

100.00

100

100

100

100

30

30

100

2,136.00

28,480.00

28,480

28,480

28,480

28,480

8,544

8,544

28,480

3,985

3,985

3,985

3,985

1,195

1,195

3,985

46,500

46,500

46,500

13,950

13,950

46,500

-

-

-

SPL 303 (b) Bituminous Seal Coat ; (for Construction Joints)

342.72 ###

tonne

4.00

0.30

310(1)

Bituminous Concrete Binder Surface Course, 50mm thick

sq.m.

13.00

171.30

0.00

-

310(1)a

Bituminous Concrete Binder Surface Course, 40mm thick

sq.m.

13.00

249.82

0.00

-

310(1)b

Bituminous Concrete Binder Surface Course, 35mm thick

sq.m.

13.00

214.13

0.00

-

310 (2)

Bituminous Concrete Wearing Surface Course, 50mm thick sq.m.

13.00

430.00

131,811.00

310(2)a

Bituminous Concrete Wearing Surface Course, 35mm thick sq.m.

13.00

550.00

0.00

311 (1)b

Portland Cement Concrete Pavement ; (thickness 230mm)

sq.m.

17.00

70.00

191,470.00

311 (1)c

Portland Cement Concrete Pavement ; (thickness 300mm)

sq.m.

17.00

65.00

0.00

-

-

-

Railings

l.m.

7.00

0.83

171.00

1,442.17

1,442

1,442

1,442

404 (1)

Reinforcing Steel bar, Grade 40

kg.

11.00

180.00

400.00

24.44

24

24

24

405 (1)

Structural Concrete, Class "A" , (fc'= 21 Mpa)

cu.m.

273.00

10.00

60.75

1,658.48

1,658

1,658

SPL 405(6)a Plastering Cement Mortar

cu.m.

7.00

5.00

355.00

497.00

497

SPL 405(7)a Epoy Injection , ( Repair Cracks )

cu.m.

7.00

0.002

23.00

80,500

SPL 405(7)b Epoxy Mortar, (Repair Cracks)

cu.m.

7.00

0.40

29.75

520.63

kg.

8.00

50.00

2,553.00

408.48

Part F : BRIDGE WORKS 401

409

Welded Structural Steel

3,984.98 46,499.86 -

0.00

-

-

433

433

1,442

7

7

24

1,658

498

498

1,658

497

497

149

149

497

80,500

80,500

80,500

24,150

24,150

80,500

521

521

521

156

156

521

408

408

408

123

123

408

24

408

408

-

411 (a)

Paint, (Steel)

sq.m.

7.00

40.00

7,135.00

1,248.63

1,249

1,249

1,249

375

375

1,249

411 (b)

Paint, (Concrete)

sq.m.

7.00

40.00

5,661.00

990.68

991

991

991

297

297

991

412

Elastomeric Bearing Pad, 30mm thick

each

2.00

4.00

896.00

448.00

448

448

448

134

134

448

413

Preforated Joint Filler, 12mm thick

sq.m.

3.00

10.00

526.00

157.80

158

158

158

47

47

158

517

Drain G.I. Pipe, 150mm diameter, schedule 40

each

3.00

5.00

216.00

129.60

130

130

130

130

39

39

130

-

-

-

24,396.00

1,490.87

1,491

1,491

1,491

1,491

447

447

1,491

12,857.14

12,857

12,857

12,857

3,857

3,857

12,857

-

-

-

79

79

79

0.00 Part G : DRAINAGE and SLOPE PROTECTION WORKS 404 (1)a

Reinforcing Steel bar, Grade 40

405 (1)a 405 (2)

0.00 kg.

11.00

180.00

Structural Concrete, Class "A" (fc' = 21 Mpa)

cu.m.

25.00

1.40

720.00

Structural Concrete, Class "B", (fc' = 17 Mpa)

cu.m.

25.00

1.40

0.00

407 (1)a

Lean Concrete, ( fc' = 10 Mpa)

cu.m.

15.00

4.00

21.00

78.75

500 (1)

Reinforced Concrete Pipe Culvert, 1220mm dia,, Cl. IV

l.m.

7.00

1.25

4.00

22.40

500 (2)

Reinforced Concrete Pipe Culvert, 910mm dia,, Cl. IV

l.m.

7.00

3.00

18.00

42.00

42

42

42

500 (3)

Reinforced Concrete Pipe Culvert, 1070mm dia,, CI. IV

l.m.

7.00

2.00

1,553.00

5,435.50

5,436

5,436

5,436

l.m.

15.00

4.00

5,219.00

19,571.25

SPL 502(10) Reinforced Concrete Lined-Ditch Canal, U - Type w/ cover

-

42

-

-

-

24

24

79

13

13

42

1,631

1,631

5,436

19,571

19,571

19,571

5,871

5,871

19,571

504 (3)a

Cleaning of Culvert, Pipe-in-Place, 910 mm dia. & Below

l.m.

7.00

3.00

1,430.00

3,336.67

3,337

3,337

3,337

3,337

1,001

1,001

3,337

504 (3)b

Cleaning of Culvert, Pipe-in-Place, 1070 mm dia. & Above

l.m.

7.00

2.00

312.00

1,092.00

1,092

1,092

1,092

1,092

328

328

1,092

504 (4)a

Reconditioning/Cleaning of Existing R.C. Box Culverts, Single Barrel

each

4.00

1.00

60.00

240.00

240

240

240

240

72

72

240

504 (4)b

Reconditioning/Cleaning of Existing R.C. Box Culverts, Double Barrel

each

7.00

0.80

17.00

148.75

149

149

149

149

45

45

149

504 (4)c

Reconditioning/Cleaning of Existing R.C. Box Culverts, Triple Barrel

each

7.00

0.50

5.00

70.00

70

70

70

21

21

70

504 (5)

Reconditioning/Cleaning of Existing Lined-Ditch Canal, Utype

l.m.

7.00

10.00

30,841.00

21,588.70

21,589

21,589

21,589

6,477

6,477

21,589

505(5)

Grouted Riprap, Class "A"

cu.m.

11.00

1.50

4,345.00

31,863.33

31,863

31,863

31,863

31,863

9,559

9,559

31,863

506

Stone Masonry

cu.m.

11.00

1.56

0.00

-

-

-

-

507

Rubble Concrete

cu.m.

11.00

1.40

220.00

1,728.57

1,729

1,729

1,729

1,729

508

Hand-laid Rock Embankment

cu.m.

11.00

3.13

94.00

330.35

330

330

330

Mattress

c.m.

11.00

2.50

692.00

3,044.80

3,045

3,045

3,045

913

913

3,045

SPL 505(10)aGrouted Riprap, Lined-Ditch Canal, U - Type

l.m.

10.00

2.00

2,160.00

10,800.00

10,800

10,800

10,800

10,800

3,240

3,240

10,800

SPL 505(10)bGrouted Riprap, Lined-Ditch Canal, V - Type

l.m.

10.00

2.00

430.00

2,150.00

2,150

2,150

2,150

2,150

645

645

2,150

511 (2)

Part H : MISCELLANEOUS WORKS

-

-

-

-

519

519

1,729

99

99

330

0.00

600 (1)

Concrete Curb (Cast-in-Place)

l.m.

13.00

17.50

120.00

89.14

89

89

89

27

27

89

600 (3)

Concrete Curb and Gutter , (Cast-in-Place)

l.m.

13.00

10.30

120.00

151.46

151

151

151

45

45

151

Sidewalk

sq.m.

17.00

161.00

100.00

10.56

11

11

11

3

3

11

602 (2)

Maintenance Marker Post

each

4.00

4.00

290.00

290.00

290

290

290

87

87

290

602 (3)

Kilometer Post

each

4.00

2.00

96.00

192.00

192

192

192

192

58

58

192

603 (3)a.1 Metal Beam Guardrails, (New)

l.m.

7.00

4.20

797.00

1,328.33

1,328

1,328

1,328

1,328

399

399

1,328

603 (3)a.2 Metal Beam Guardrails, (Re-painting)

l.m.

11.00

20.00

10,652.00

5,858.60

5,859

5,859

5,859

5,859

1,758

1,758

5,859

228

228

228

228

68

68

228

601

603 (3)a.3 Metal Beam Guardrails, (Re-installation)

290

l.m.

10.00

20.00

456.00

228.00

603 (3)b

Metal Beam Guardrails, End Pice

each

4.00

6.00

216.00

144.00

144

144

144

144

43

43

144

605 (1)a

Warning Sign

each

4.00

2.00

731.00

1,462.00

1,462

1,462

1,462

1,462

439

439

1,462

605 (1)b

Warning Signs, Rectangular (520mm x 750mm)

each

4.00

2.00

0.00

-

605 (2)

Regulatory Sign

each

4.00

2.00

77.00

154.00

154

154

154

154

46

46

154

605 (3)a

Informatory Signs; ( 950mm x 980mm )

each

4.00

1.00

8.00

32.00

32

32

32

32

10

10

32

605 (3)b

Informatory Signs; ( 1000mm x 980mm )

each

4.00

1.00

12.00

48.00

48

48

48

48

14

14

48

605 (3)c

Informatory Signs; ( 1200mm x 1000mm )

each

4.00

1.00

4.00

16.00

16

16

16

16

5

5

16

605 (3)d

Informatory Signs; ( 1500mm x 1000mm )

each

4.00

1.00

0.00

-

-

-

-

Reflectorized Markings, ( Pre-mix )

sq.m.

4.00

25.00

12,275.00

1,964

1,964

1,964

1,964

606

1,964.00

-

-

589

589

1,964

607 (2)

Reflectorized Pavement Studs, (Raised Profile Type)

each

612 (1)

Reflectorized Thermoplastic Pavement Markings, (White)

sq.m.

9.00

25.00

25,040.00

0.00 9,014.40

9,014

9,014

9,014

9,014

2,704

2,704

9,014

612 (2)

Reflectorized Thermoplastic Pavement Markings, (Yellow)

sq.m.

9.00

25.00

4,952.00

1,782.72

1,783

1,783

1,783

1,783

535

535

1,783

618

Rumble Strip

sq.m.

10.00

15.00

638.00

425.33

425

425

425

425

128

128

425

620

Chevron Signs

each

4.00

4.00

604.00

604.00

604

604

604

604

181

181

604

-

-

-

77

77

77

23

23

77

-

-

-

Part I : OTHER WORKS SPL 1

0.00

Service Level Billboards

each

Part B : OTHER REQUIREMENTS

7.00

2.00

22.00

77.00

0.00

B. 1

Construction Safety and Health Program

l. s.

1.00

500.00

500

500

500

150

150

500

B. 2

Standard Project Information Sign

each

2.00

100.00

100

100

100

30

30

100

B. 3(a)

Traffic Control and Management during Construction

l. s.

1.00

500.00

500

500

500

150

150

500

B. 3(b)

Environmental Mangement and Monitoring

l. s.

1.00

500.00

500

500

500

150

150

500

SPL 3

Provision of Loadometer Equipment

each

2.00

100.00

100

100

100

30

30

100

SPL 2

Installation of ODA Seal Recognition Plate

l. s.

1.00

10.00

10

10

10

3

3

10

T OT A L , ( Man-Hours)=

2,106,076

2,106,053

2,106,053

T OT A L, ( Man-Days) =

263,259

263,257

263,257

2,106,053 1,872,892 263,257

234,111

557

148

631,816

631,816

2,106,053

70

19

78,977

78,977

263,257

SUMMARY OF QUAN Item No.

DESCRIPTION

UNIT

Part C : EARTHWORKS 100 (1)

Clearing and Grubbing

101 (1)

Removal of Structures and Obstruction

hectare

101 (2)a

Removal of Existing Headwall / Wingwall and Apron, (Inlet/Outlet Structure)

each

101 (2)b

Removal of Existing Road Signs

each

lump sum

101 (2)c

Removal of Existing Kilometer Post

each

101 (3)a

Removal of Existing PCC Pavement

sq.m.

101 (3)b

Removal of Existing AC Pavement, (Overlay)

sq.m.

101 (3)c

Removal of Existing Bridge Slope Protection

sq.m.

101 (3)d

Removal of Rocks, Concrete Blocks and Other Obstruction, (Heavy Materials)

sq.m.

101 (3)e

Removal of Debris, Trees and Other Obstruction, (Light Materials)

sq.m.

101 (4)a

Removal of Existing RCPC, 910mm diameter and Below

l.m.

101 (4)c

Removal of Existing Metal Beam Guardrails

l.m.

102 (4)

Surplus Unclassified Excavation, (Existing Sub-base Course, etc.)

cu.m.

103 (1)

Structure Excavation

cu.m.

103 (3)

Foundation Fill

cu.m.

103 (6)

Pipe Culverts and Drain Excavation

cu.m.

104 (1)

Embankment from Borrow Materials

cu.m.

105 (1)

Subgrade Preparation, Common Materials, (Compaction and Reformation)

sq.m.

105 (2)

Subgrade Preparation on Existing Pavement

sq.m.

Part D : SUB-BASE and BASE COURSE 200

Aggregate Sub-base Course ; (thickness 200mm)

cu.m.

Part E : SURFACING 300

Aggregate Surface Course; (thickness 200mm)

cu.m.

302(2)

Bituminous Tack Coat, (SS-1)

sq.m.

613(1)

Bituminous Seal Coat ; (for Joints and Crack Sealing)

kg.

SPL 303 (a)

Bituminous Seal Coat ; (for ACP Cracks/Joints)

l.m.

SPL 303 (b)

Bituminous Seal Coat ; (Epoxy Injection for PCCP Crack Sealing)

l.m.

310 (1)

Bituminous Concrete Binder Surface Course, 50mm thick

sq.m.

310 (1)a

Bituminous Concrete Binder Surface Course, 35mm thick

sq.m.

310 (1)b

Bituminous Concrete Binder Surface Course, 40mm thick

sq.m.

310 (2)

Bituminous Concrete Wearing Surface Course, 50mm thick

sq.m.

310 (2)a

Bituminous Concrete Wearing Surface Course, 35m thick

sq.m.

311 (1)b

Portland Cement Concrete Pavement ; (thickness 230mm)

sq.m.

311 (1)c

Portland Cement Concrete Pavement ; (thickness 300mm)

sq.m.

Part F : BRIDGE WORKS 401

Railings

l.m.

404 (1)a

Reinforcing Steel bar, Grade 40

405 (1)

Structural Concrete, Class "A" ; (fc' = 21 Mpa)

cu.m.

Plastering Cement Mortar

cu.m.

SPL 405 (6)

SPL 405 (7)a Epoy Injection , ( Repair Cracks ) SPL 405 (7)b Epoxy Mortar, (Repair Cracks) 409

Welded Structural Steel

kg.

l.m. sq.m. kg.

411 (a)

Paint, (Steel)

sq.m.

411 (b)

Paint, (Concrete)

sq.m.

412

Elastomeric Bearing Pad, 30mm thick

each

413

Preforated Joint Filler, 12mm thick

sq.m.

517

Drain G.I. Pipe, 150mm diameter, schedule 40

each

Part F : DRAINAGE and SLOPE PROTECTION WORKS 404 (1)a

Reinforcing Steel bar, Grade 40

405 (1)a

Structural Concrete, Class "A" (fc' = 21 Mpa)

cu.m.

405 (2)

Structural Concrete, Class "B", (fc' = 17 Mpa)

cu.m.

407 (1)a

Lean Concrete, (fc' = 10 Mpa)

cu.m.

500 (1)

Reinforced Concrete Pipe Culvert, 1220mm diameter, Class IV

l.m.

500 (2)

Reinforced Concrete Pipe Culvert, 910mm diameter, Class IV

l.m.

500 (3)

Reinforced Concrete Pipe Culvert, 1070mm diameter, Class IV

l.m.

SPL 502 (10) Reinforced Concrete Lined-Ditch Canal, U - Type w/ cover

kg.

l.m.

504 (3)a

Cleaning of Culvert, Pipe-in-Place, 910 mm diameter and Below

504 (3)b

Cleaning of Culvert, Pipe-in-Place, 1070 mm diameter and Above

l.m.

504 (4)a

Reconditioning/Cleaning of Existing R.C. Box Culverts, Single Barrel

each

504 (4)b

Reconditioning/Cleaning of Existing R.C. Box Culverts, Double Barrel

each

504 (4)c

Reconditioning/Cleaning of Existing R.C. Box Culverts, Triple Barrel

each

504 (5)

Reconditioning/Cleaning of Existing Lined-Ditch Canal

505(5)

Grouted Riprap, Class "A"

cu.m.

506

Stone Masonry

cu.m.

507

Rubble Concrete

cu.m.

508

Hand-laid Rock Embankment

cu.m.

Matresses

cu.m.

511 (2)

l.m.

l.m.

SPL 505 (10)a Grouted Riprap, Lined-Ditch Canal, U - Type

l.m.

SPL 505 (10)b Grouted Riprap, Lined-Ditch Canal, V - Type

l.m.

Part F : MISCELLANEOUS WORKS 600 (1)

Concrete Curb (Cast-in-Place)

l.m.

600 (3)

Concrete Curb and Gutter , (Cast-in-Place)

l.m.

601

Sidewalk

sq.m.

602 (2)

Maintenance Marker Post

each

602 (3)

Kilometer Post

each

603 (3)a.1

Metal Beam Guardrails, (New)

l.m.

603 (3)a.2

Metal Beam Guardrails, (Re-painting)

l.m.

603 (3)a.3

Metal Beam Guardrails, (Re-installation)

l.m.

603 (3)b

Metal Beam Guardrails, End Pice

each

605 (1)a

Warning Sign , Triangular

each

605 (1)b

Warning Sign (520mm x 750mm)

each

605 (2)a

Regulatory Sign, Circular

each

605 (3)a

Informatory Signs; ( 950mm x 980mm )

each

605 (3)b

Informatory Signs; ( 1000mm x 980mm )

each

605 (3)c

Informatory Signs; ( 1200mm x 1000mm )

each

605 (3)d

Informatory Signs; ( 1500mm x 1000mm )

each

Reflectorized Thermoplastic Markings, ( Pre-mix )

sq.m.

607 (2)

Reflectorized Pavement Studs, (Raised Profile Type)

each

612 (1)

Reflectorized Thermoplastic Pavement Markings, (White)

sq.m.

612 (2)

606

Reflectorized Thermoplastic Pavement Markings, (Yellow)

sq.m.

618

Rumble Strip

sq.m.

620

Chevron Signs

each

SPL : OTHERS

SPL 1

Service Level Billboard

each

Part B : OTHER REQUIREMENTS B. 1

Construction Safety and Health Program

B. 2

Standard Project Information Sign

lump sum each

B. 3(a)

Traffic Control and Management during Construction

lump sum

B. 3(b)

Environmental Mangement and Monitoring

lump sum

SPL 3

Provision of Loadometer Equipment

each

Part I : OTHERS SPL 2

Installation of ODA Seal Recognition Plate

lump sum

Part J : MOBILIZATION/DEMOBILIZATION SPL 1000

MOBILIZATION/DEMOBILIZATION , 1 % of Civil Works

provisional sum

Part L : PROVISIONAL SUM SPL 3000

Contingencies , (Emergencies Restoration Works)

provisional sum

SUMMARY OF QUANTITIES Highway Shoulder

Carriageway

3.93

Bridge

RCBC

RCPC

Side Drainage

0.29 3.00 174.00

221.00 96.00 89,743.00 127,387.00

6,748.00 4,947.00 11,535.00 9,086.00 1,478.00

557.00 90,516.00

41,891.00 697.00

565.00

16.00

385.00 3,118.00

229,524.00

31,244.00

105.00

42,100.00

42.00

105,530.00 19,831.00 5,712.00 124,260.00

7,551.00

4,653.00 575.00 2,136.00

124,260.00

7,551.00

191,365.00

105.00

171.00 400.00 60.75 355.00 23.00 29.75 2,553.00 7,135.00 5,629.00

32.00

896.00 526.00 216.00

22,653.00

1,743.00

204.00

516.00

21.00 4.00 18.00 1,553.00 5,219.00 1,160.00

270.00

312.00 60.00 17.00 5.00 30,841.00 4,345.00 220.00 94.00 692.00 2,160.00 430.00 120.00 120.00 100.00 6.00

284.00

96.00 797.00 10,652.00 456.00 216.00 731.00 77.00 6.00

2.00 12.00 4.00

8,257.00

297.00 25,040.00 4,952.00 638.00

604.00

3,721.00

22.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 50,000,000.00

50,665,278.93

618,879.00

71,063.79

23,711.00

11,310.00

43,251.00

TOTAL Quantities 4.22 3.00 174.00 221.00 96.00 89,743.00 134,135.00 4,947.00 11,535.00 9,086.00 1,478.00 557.00 132,407.00 1,262.00 401.00 3,118.00 0.00 260,873.00 105,530.00 61,973.00 5,712.00 131,811.00 4,653.00 575.00 2,136.00 0.00 0.00 0.00 131,811.00 0.00 191,470.00 0.00 171.00 400.00 60.75 355.00 23.00 29.75 2,553.00 7,135.00 5,661.00

896.00 526.00 216.00

24,396.00 720.00 0.00 21.00 4.00 18.00 1,553.00 5,219.00 1,430.00 312.00 60.00 17.00 5.00 30,841.00 4,345.00 0.00 220.00 94.00 692.00 2,160.00 430.00 120.00 120.00 100.00 290.00 96.00 797.00 10,652.00 456.00 216.00 731.00 0.00 77.00 8.00 12.00 4.00 0.00 12,275.00 0.00 25,040.00 4,952.00 638.00 604.00

22.00 1.00 2.00 1.00 1.00

1.00 1.00 50,000,000.00

51,433,491.72

JICA ASSISTED ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) ASSET PRESERVATION CONTRACT- PREVENTIVE MAINTENANCE (APC- PM) HYBRID, PBM - 1 MANILA NORTH ROAD SECTION 1: ARINGAY - SANTA/VIGAN CITY ROAD SECTION (K0243 + 000 to K0389 + 000); Length = 146.00 Km

SUMMARY OF DIRECT COST Description

Item No.

Unit

Direct Cost, (Php)

Part C : EARTHWORKS 100 (1)

Clearing and Grubbing

hectare

100 (5)

Individual Trimming of Trees, (Large)

101 (1)

Removal of Structures and Obstruction

101 (2)a

Removal of Existing Headwall / Wingwall and Apron, (Inlet/Outlet Structures)

each

101 (2)b

Removal of Existing Road Signs

each

2,882.55 77,841.48 2,528.70 136.90 185.65

Err:509

each lump sum

101 (2)c

Removal of Existing Kilometer Post

each

101 (3)a

Removal of Existing PCC Pavement

sq.m.

101 (3)b

Removal of Existing AC Pavement

sq.m.

101 (3)c

Removal of Existing Bridge Slope Protection

sq.m.

101 (3)d

Removal of Rocks, Concrete Blocks & Other Obstructions (Heavy Mat'l.s)

sq.m.

101 (3)e

Removal of Debris, Trees, Weeds & Other Obstructions (Light Mat'l.s)

sq.m.

101 (4)a

Removal of Existing RCPC, 910mm diameter and Below

l.m.

101 (4)b

Removal of Existing RCPC, 1070mm diameter and Above

l.m.

101 (4)c

Removal of Existing Metal Beam Guardrails

102 (4)

Surplus Unclassified Excavation (Existing Sub-base Course, etc.)

cu.m.

103 (1)

Structure Excavation

cu.m.

103 (3)

Foundation Fill

cu.m.

103 (6)

Pipe Culverts and Drain Excavation

cu.m.

104 (1)

Embankment from Borrow Materials

cu.m.

105 (1)

Subgrade Preparation, Common Materials, (Compaction and Reformation)

sq.m.

105 (2)

Subgrade Preparation on Existing Pavement

sq.m.

Err:509 Err:509 90.60 227.39 76.14 986.32 Err:509

l.m.

42.58 148.02 243.36 797.60 243.36 340.83 8.73 63.64

Part D : SUB-BASE and BASE COURSE 200

Aggregate Sub-base Course (thickness 200mm)

cu.m.

Err:509

Part E : SURFACING 300

Aggregate Surface Course (thickness 200mm)

cu.m.

301(1)

Bituminous Prime Coat (MC-70)

sq.m.

302(2)

Bituminous Tack Coat, Emulsified Asphalt (SS-1)

sq.m.

613(1)

Concrete Joint Sealant ( Hot-Poured Elastic Type)

kg.

SPL 303 (a) Bituminous Seal Coat (for Cracks/ Joints) SPL 303 (b) Epoxy Sealing on PCCP (for Cracks/Joints)

l.m. l.m.

310 (1)

Bituminous Concrete Binder Surface Course, 50mm thick (Plant mix)

sq.m.

310 (1)a

Bituminous Concrete Binder Surface Course, 40mm thick, (Plant mix)

sq.m.

310 (1)b

Bituminous Concrete Binder Surface Course, 35mm thick (Plant Mix)

sq.m.

310 (2)

Bituminous Concrete Wearing Surface Course, 50mm thick (Plant Mix)

sq.m.

310 (2)a

Bituminous Concrete Wearing Surface Course, 35mm thick (PLant Mix)

sq.m.

311 (1)a

Portland Cement Concrete Pavement (thickness 150mm)

sq.m.

499.61 72.87 33.56 1,361.15 141.35 78.01 773.03 594.96 517.14 773.03 517.14 962.66

311 (1)b

Portland Cement Concrete Pavement (thickness 230mm)

sq.m.

311 (1)c

Portland Cement Concrete Pavement (thickness 300mm)

sq.m.

1,387.54 1,715.64

Part F : BRIDGE WORKS 401

Railings

l.m.

Paint (Concrete)

sq.m.

412

Elastomeric Bearing Pad, 30mm thick

each

413

Preforated Joint Filler, 12mm thick

sq.m.

2,367.41 71.99 7,099.17 114.94 574,934.67 3,105.87 5,700.15 346.06 386.50 278.58 6,360.27 2,041.92

517

Drain G.I. Pipe, 150mm diameter, schedule 40

each

4,446.81

kg.

70.20 5,659.11 5,179.94 2,182.83 7,396.41 4,609.85 5,924.80 6,129.61 496.33 744.50 3,659.36 6,589.12 6,993.50 181.63 2,249.24 2,954.03 2,807.36 798.33 1,551.60 2,227.08 1,019.70

404 (1)

Reinforcing Steel bar, Grade 40

405 (1)

Structural Concrete, Class "A" (fc'= 21 Mpa)

kg. cu.m.

SPL 405 (6)a Plastering Cement Mortar ( Repair Cracks )

sq.m.

SPL 405 (7)a Epoxy Injection ( Repair Cracks )

cu.m.

SPL 405 (7)b Epoxy Mortar (Repair Cracks)

cu.m.

SPL 405 (7)c Epoxy Concrete (Mortar for Repair Cracks)

cu.m.

409

Welded Structural Steel

kg.

411 (a)

Paint (Steel)

sq.m.

411 (b)

Part G : DRAINAGE and SLOPE PROTECTION WORKS 404 (1)a

Reinforcing Steel bar, Grade 40

405 (1)a

Structural Concrete, Class "A" (fc' = 21 Mpa)

cu.m.

405 (2)

Structural Concrete, Class "B" (fc' = 17 Mpa)

cu.m.

407 (1)b

Lean Concrete ( fc' = 10 Mpa)

cu.m.

500 (1)

Reinforced Concrete Pipe Culvert, 1220mm diameter, Class IV

l.m.

500 (2)

Reinforced Concrete Pipe Culvert, 910mm diameter, Class IV

l.m.

500 (3)

Reinforced Concrete Pipe Culvert, 1070mm diameter, Class IV

l.m.

SPL 502 (10) Reinforced Concrete Lined-Ditch Canal, U - Type w/ cover

l.m.

504 (3)a

Cleaning of Culvert, Pipe-in-Place, 910 mm diameter and Below

l.m.

504 (3)b

Cleaning of Culvert, Pipe-in-Place, 1070 mm diameter and Above

l.m.

504 (4)a

Reconditioning/Cleaning of Existing R.C. Box Culverts, Single Barrel

each

504 (4)b

Reconditioning/Cleaning of Existing R.C. Box Culverts, Double Barrel

each

504 (4)c

Reconditioning/Cleaning of Existing R.C. Box Culverts, Triple Barrel

each

504 (5)

Reconditioning/Cleaning of Existing Lined-Ditch Canal, U-type

l.m.

505(5)

Grouted Riprap, Class "A"

cu.m.

506

Stone Masonry

cu.m.

507

Rubble Concrete

cu.m.

508

Hand-laid Rock Embankment

cu.m.

511(1)

Gabions

cu.m.

511(2)

Mattress

cu.m.

SPL 505 (10) Grouted Riprap, Lined-Ditch Canal, U - Type

l.m.

Part H : MISCELLANEOUS WORKS 600 (1)

Concrete Curb (Cast-in-Place)

600 (3)

Concrete Curb and Gutter (Cast-in-Place)

601

l.m. l.m.

Sidewalk

sq.m.

602 (2)

Maintenance Marker Post

each

602 (3)

Kilometer Post

each

603 (3)a.1 Metal Beam Guardrails (New)

l.m.

506.70 710.82 665.22 1,398.52 3,055.84 3,089.60

603 (3)a.2 Metal Beam Guardrails (Re-painting)

l.m.

603 (3)a.3 Metal Beam Guardrails (Re-installation)

l.m.

Reflectorized Markings ( Pre-mix )

sq.m.

607 (2)

Reflectorized Pavement Studs (Raised Profile Type)

each

612 (1)

Reflectorized Thermoplastic Pavement Markings (White)

sq.m.

612 (2)

Reflectorized Thermoplastic Pavement Markings (Yellow)

sq.m.

618

Rumble Strip

sq.m.

620

Chevron Signs

each

203.52 426.49 1,498.41 15,848.55 10,808.24 41,867.63 16,994.70 16,994.70 691.65 866.48 565.00 565.00 541.62 14,001.49

each

2,356.79

603 (3)b

Metal Beam Guardrails, End Piece

each

605 (1)a

Warning Sign

each

605 (2)

Regulatory Sign

each

605 (3)a

Informatory Signs ( 950mm x 980mm )

each

605 (3)b

Informatory Signs ( 1000mm x 980mm )

each

605 (3)c

Informatory Signs ( 1200mm x 1000mm )

each

606

Part I : OTHER WORKS SPL 1

Service Level Billboards Part A : FACILITIES for the ENGINEER All Items of Work listed in BOQ Part B : OTHER REQUIREMENTS

B. 1

Construction Safety and Health Program

B. 2

Standard Project Information Sign

lump sum each

B. 3 (a)

Traffic Control and Management during Construction

lump sum

B. 3 (b)

Environmental Mangement and Monitoring

lump sum

SPL 3

Provision of Loadometer Equipment

lump sum

SPL 2

Installation of ODA Seal Recognition Plate

prov. sum

1,465,000.00 2,489.87 690,510.67 908,000.00 Err:509 Err:509

Part J : MOBILIZATION/DEMOBILIZATION Mobilization/Demobilization, 1% of Civil Works Cost

lump sum

Part L : PROVISIONAL SUM Emergencies Restoration Works

prov. sum

50,000,000.00

PBM - 1: MANILA NORTH ROAD SECTION 1, ARINGAY -SANTA/VIGAN CITY SECTION (K0243 + 000 to K0389 +

SUMMARY OF ACTIVITY WISE ANNUAL COST FOR ENTIRE PROJECT LENGTH ( ROUTINE AND PERIODIC MAINTENANCE WORKS ) No.

YEAR 1

YEAR 2

YEAR 3

1

Main Activity Cutting of Grass, Clearing of Debris, Rubbish, etc.

446,192

689,366

946,729

2

Removing Visibility Obstruction, trimming of tree branches

223,096

344,683

473,365

3

Desiltation/Devegetation of RC Box and RC Pipe lines

557,740

861,708

1,183,412

4

Desiltation/Devegetation and Removal of Debris from Side Drains

1,115,479

1,723,415

2,366,824

5

Retouching/Repainting of Thermoplastic Pavement Markings

0

0

3,199,760

6

Replacement of Damaged Guardrails

0

983,285

0

0

0

0

7

Retouching/Repainting of Retro-reflect Paints of Bridges, Sign Post and all other road furniture

8

Patch repair of AC Pavement, (pot holes, alligator cracks, damaged spots

0

0

128,728

9

Patch Sealing Repair of Scaled Pavement Surface

0

0

15,992

10

Sealing Of Cracks (Thin Layer of Asphalt Sealing)

0

0

3,856

0

2,117,916

0

11

Crossfall Reformationand Sshoulder Reinstatement (Regrading, Removal of Spoils, Filing/Levelling, Compacting)

0

0

0

0

0

0

12 13 14 15

Renewal of Thermoplastic Reflective Pavement Markings Renewal of Retro-reflective Paints for Bridges, Posts & other Furniture Renewal of Anti-Corrosive Paints on Metal Components of Bridges, etc. Miscellneous Operational Activities to meet the Desired Service Level

0

0

0

244,402

377,601

518,223

TOTAL =

2,586,908

7,097,973

8,836,889

PBM - 3: MAHARLIKA HIGHWAY, SIPOCOT - BAAO ROAD SECTION (K0370 + 700 to K0480 + 146); Le

SUMMARY OF ACTIVITY WISE ANNUAL COST FOR ENTIRE PROJECT LENGTH EMERGENCY RESTORATION WORKS

No.

Main Activity Minor Works due to Emergency Natural Phenomenon

YEAR 1

YEAR 2

YEAR 3

19,739,393

30,497,363

41,883,045

CTION (K0243 + 000 to K0389 + 000); Length = 146.00 Km

OR ENTIRE PROJECT LENGTH

NANCE WORKS ) YEAR 4

YEAR 5

TOTAL for 5 Year per Km

975,131

1,004,385

4,061,804

487,566

502,193

2,030,902

1,218,914

1,255,482

5,077,255

2,437,828

2,510,963

10,154,509

0

3,394,626

6,594,386

0

1,432,616

2,415,900

0

1,582,352

1,582,352

0

136,568

265,296

0

16,966

32,958

0

4,091

7,947

2,995,863

0

5,113,779

79,702,180

0

79,702,180

7,681,322

0

7,681,322

5,292,540

0

5,292,540

533,770

549,783

2,223,778

101,325,114

12,390,024

132,236,907

0370 + 700 to K0480 + 146); Length = 109.446 Km

OR ENTIRE PROJECT LENGTH

N WORKS

YEAR 4

YEAR 5

TOTAL for 5 Year per Km

43,139,536

44,433,722

179,693,059

APPROVED BUDGET FOR THE CONTRACT JICA ASSISTED ROAD UPGRADING AND PRESERVATION PROJECT (RUPP) ASSET PRESERVATION CONTRACT- PREVENTIVE MAINTENANCE (APC- PM) SECTION 1: ARINGAY - SANTA/VIGAN CITY ROAD SECTION HYBRID, PBM - 1 MANILA NORTH ROAD

SUMMARY OF COSTS Station: Length: Duration: ITEM NO.

KO370 + 700 to KO480 + 146 109.446 Km Five (5) Years DESCRIPTION

QUANTITY

UNIT

ESTIMATED DIRECT COST

(2)

(3)

(4)

(5)

(1)

MARK-UPS IN PERCENT OCM PROFIT (6)

TOTAL MARK-UP %

(7)

(8)

8

8

PART A

FACILITIES FOR THE ENGINEER

Err:508

PART B

OTHER GENERAL REQUIREMENTS

Err:508

PART C

EARTHWORKS

Err:509

6

8

14

PART D

SUBBASE AND BASE COURSE

Err:509

6

8

14

PART E

SURFACE COURSE

Err:509

6

8

14

PART F

BRIDGE CONSTRUCTION

Err:509

6

8

14

PART G

DRAINAGE AND SLOPE PROTECTION STRUCTURES

Err:509

6

8

14

PART H

MISCELLANEOUS STRUCTURES

Err:509

PART J

MOBILIZATION AND DEMOBILIZATION

Err:509

PART K

DAYWORKS

Err:509

PART L

PROVISIONAL SUM

8

50,000,000.00

TOTAL

Prepared by:

6

Err:509

Submitted By:

Reviewed as to Unit Cost:

VIRGILIO C. CASTILLO Project Director PJHL-PMO

WALTER R. OCAMPO Director BOC

14

ONTRACT

TION PROJECT (RUPP) AINTENANCE (APC- PM)

ROAD SECTION ROAD

TOTAL MARK-UP VALUE

VAT

TOTAL INDIRECT COST

TOTAL COST

UNIT COST

(9) (5)x(8)

(10) 12% [(5)+(9)]

(11) (9) + (10)

(12) (5) + (11)

(13) (12) / (13)

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:508

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509 Err:509 50,000,000.00

Err:509

Recommending Approval:

Approved By:

ROGELIO L. SINGSON Secretary DPWH

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

PART A: FACILITIES FOR THE ENGINEER Provision of Temporary Field Office, Laboratory Building and Living Quarters for the Engineer on A.1.1(a) Rental Basis (Php________________________________ and_________________________________ centavos per month)

Operate and Maintain Temporary Field Office, Laboratory Building and Living Quarters for the A.1.1(b) Engineer (Php________________________________ and_________________________________ centavos per month)

Construction of Combined Field Office, Laboratory, and Living Quarters Building for the A.1.1(c) Engineer (Php________________________________ ____________________________________ and_________________________________ centavos per lump sum)

Provision of Furnitures, Fixtures, Equipment and Appliances for the Combined Field Office, Laboratory Building and Living Quarters for the A.1.1(d) Engineer, (Schedules A & B) (Php________________________________ ____________________________________ and_________________________________ centavos per lump sum)

Furnishing of Laboratory Testing Equipment, Apparatus and Publications for the Engineer, A.1.1(e) (Schedule C) (Php________________________________

mo.

3.00

mo.

3.00

l.s.

1.00

l.s.

1.00

l.s.

1.00

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

____________________________________ and_________________________________ centavos per month)

Operate and Maintain Combined Field Office, Laboratory and Living Quarters Building for the A.1.1(f) Engineer, (Schedules D, E & F) (Php________________________________ and_________________________________ centavos per month)

mo.

57.00

Sub-total of this page for Part A Note: Bidder must fill up this section of the Bill of Quantities READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

PART A: FACILITIES FOR THE ENGINEER

Furnish Communication Facility for the Engineer, A.1.1(g) Mobile Cellular Phone or Equivalent (Php________________________________ and_________________________________ centavos per lump sum)

Furnish Cellcards for Cellular Phones for the A.1.1(h) Engineer (Php________________________________ and_________________________________ centavos per month)

Furnish Two (2) units, 4 x 4 Pick-up Type, Double Crew Cab, 3000cc Displacement, Diesel with factory installed air conditioner and car A.1.2(a) accessories or equivalent (Brand New) (Php________________________________ ____________________________________ and_________________________________ centavos per vehicle-month)

l.s.

1.00

mo.

60.00

veh

2.00

Operate and Maintain Two (2) units 4 x 4 Pick-up Type, Double Crew Cab Service Vehicles for the A.1.2(b) Engineer veh-mo. (PHP________________________________ and_________________________________ centavos per vehicle-month)

Furnish Three (3) units, 2 x 4 Pick-up Type, Double Crew Cab, 2500cc Displacement, Diesel with factory installed air conditioner and car A.1.2(c) accessories or equivalent (Brand New) (Php________________________________ ____________________________________

veh

120.00

3.00

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

and_________________________________ centavos per vehicle-month) Operate and Maintain Three (3) units, 4 x 2 Pickup Type,Double Crew Cab, Service Vehicle for the A.1.2(d) Engineer veh-mo. (Php________________________________ and_________________________________ centavos per vehicle-month)

180.00

Sub-total of this page for Part A Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

PART A: FACILITIES FOR THE ENGINEER

Furnish, Operate and Maintain Survey Equipment and Apparatus for the Assistance to the Engineer ; A.1.3(a) (Schedule G) (Brand New) (Php________________________________ and_________________________________ centavos per month)

Provision of Survey Personnel for the Assistance A.1.3(b) to the Engineer; (Schedule H) (Php________________________________ and_________________________________ centavos per month)

A.1.4

Provide Progress Photographs; (Proof prints, Negatives and E-File) (Php________________________________ and_________________________________ centavos per set - month)

Sub-total of this page for Part A

l.s.

1.00

mo.

60.00

set-mo.

60.00

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

TOTAL COST (PART A) : (Carried to Summary) (Php __________________________________ _______________________________________ _______________________________________ and ________________________________ . centavos)

Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

MAINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

ITIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

MAINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

ITIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

MAINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

ITIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

MAINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

ITIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

MAINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

ITIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

MAINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

ITIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) COM PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

PART B: OTHER GENERAL REQUIREMENTS

B.1

Construction Safety and Health Program (Php________________________________ and_________________________________ centavos per lump sum)

l.s.

1.00

B.2

Standard Project Information Sign (Php________________________________ and_________________________________ centavos per each)

ea.

2.00

B.3

#N/A (Php________________________________ and_________________________________ centavos per lump sum)

#N/A

#N/A

B.4

#N/A (Php________________________________ and_________________________________ centavos per lump sum)

#N/A

#N/A

B.5

#N/A (Php________________________________ and_________________________________ centavos per lump sum)

#N/A

#N/A

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) COM PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

TOTAL COST (PART B) : (Carried to Summary) (Php __________________________________ _______________________________________ _______________________________________ and ________________________________ . centavos) Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) gth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) gth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

PART C: EARTHWORKS

100(1) Clearing and Grubbing (Php________________________________ and_________________________________ centavos per hectare )

ha

26.84

101(3)a Removal of Existing PCC Pavement (Php________________________________ and_________________________________ centavos per square meter)

m2

6,540.00

101(3)b Removal of Existing AC Pavement (Php________________________________ and_________________________________ centavos per square meter)

m2

69,282.00

101(4) #N/A (Php________________________________ and_________________________________ centavos per linear meter)

#N/A

#N/A

102(1) #N/A (Php________________________________ and_________________________________ centavos per cubic meter)

#N/A

#N/A

102(2) #N/A (Php________________________________ and_________________________________ centavos per cubic meter)

#N/A

#N/A

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

103(1) Structure Excavation (Php________________________________ and_________________________________ centavos per cubic meter)

m3

QUANTITY

364.00

Sub-total of this page for Part C Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

PART C: EARTHWORKS

103(6) Pipe culvert and Drain Excavation (Php________________________________ and_________________________________ centavos per cubic meter)

m3

104(1)a #N/A (Php________________________________ and_________________________________ centavos per cubic meter)

#N/A

#N/A

105(1) Subgrade Preparation (At Shoulders) (Php________________________________ and_________________________________ centavos per square meter)

m2

268,432.00

105(2) Subgrade Preparation, (at Existing Pavement) (Php________________________________ and_________________________________ centavos per square meter)

m2

75,822.00

Sub-total of this page for Part C

4,515.00

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

TOTAL COST (PART C)__________________ (Carried to Summary) (Php __________________________________ _______________________________________ _______________________________________ and ________________________________ . centavos) Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

PART D: SUBBASE AND BASE COURSE

200

Aggregate Subbase Course, (thickness = 200mm) (Php________________________________ _______________________________________ and_________________________________ centavos per cubic meter)

m3

25,349.00

200

Aggregate Subbase Course, (thickness = 200mm) (Php________________________________ _______________________________________ and_________________________________ centavos per cubic meter)

m3

25,349.00

TOTAL COST (PART D)__________________ (Carried to Summary) (Php __________________________________ _______________________________________

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

_______________________________________ and ________________________________ . centavos) Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

#N/A

#N/A

m2

190,244.00

PART E: SURFACE COURSE

311(1)a #N/A (Php________________________________ _______________________________________ and_________________________________ centavos per square meter)

Portland Cement Concrete Pavement, (thickness 311(1)b = 230mm) (Php________________________________ _______________________________________ and_________________________________ centavos per square meter)

TOTAL COST (PART E)__________________

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

(Carried to Summary) (Php __________________________________ _______________________________________ _______________________________________ and ________________________________ . centavos) Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

Err:508 (Php________________________________ and_________________________________ centavos per lump sum)

#N/A

Err:508

103(2)a Err:508 (Php________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

400(4) Err:508 (PHP________________________________ and_________________________________ centavos per linear meter)

#N/A

Err:508

400(14) Err:508 (Php________________________________ and_________________________________ centavos per linear meter)

#N/A

Err:508

400(16) Err:508 (Php________________________________ and_________________________________ centavos per linear meter)

#N/A

Err:508

l.m

Err:508

PART F: BRIDGE CONSTRUCTION 1.PALOMARIA BRIDGE

101(1)a-1

401

Err:508 (PHP________________________________

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

kg.

Err:508

and_________________________________ centavos per linear meter)

404(1) Err:508 (Php________________________________ and_________________________________ centavos per kilo)

Sub-total of this page for Part F Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

PART F: BRIDGE CONSTRUCTION 1.PALOMARIA BRIDGE 405(1)a-1

#N/A (Php________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

405(1)a-2

#N/A (Php________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

405(2) Structural Concrete, Class "B" (fc' = 17Mpa) (Php________________________________ and_________________________________ centavos per cubic meter)

m3

Err:508

406(1)a #N/A (Php________________________________ and_________________________________ centavos per each)

#N/A

Err:508

407(1) #N/A (Php________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

#N/A (Php________________________________ and_________________________________ #N/A

#N/A

Err:508

Spl 415(3)a

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

505(5) Grouted Riprap, Class "A" (Php________________________________ and_________________________________ centavos per cubic meter)

UNIT

QUANTITY

cu.m.

Err:508

Sub-total of this page for Part F Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

#N/A

Err:508

Rubble Concrete (Php________________________________ and_________________________________ centavos per cubic meter)

cu.m

Err:508

511(1) #N/A (Php________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

PART F: BRIDGE CONSTRUCTION 1.PALOMARIA BRIDGE 505(9) #N/A (Php________________________________ and_________________________________ centavos per cubic meter)

507

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

Sub-total of this page for Part F

TOTAL COST (PALOMARIA BRIDGE) (Carried to Summary) (Php __________________________________ _______________________________________ _______________________________________ and ________________________________ . centavos) Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

kg.

Err:508

#N/A (Php________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

#N/A (Php________________________________ and_________________________________ #N/A

#N/A

Err:508

#N/A (Php________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

PART F: BRIDGE CONSTRUCTION 2. VEGA 1 BRIDGE 404(1) Reinforcing Steelbars, Grade 40 (Php________________________________ and_________________________________ centavos per kilo)

405(1)a-2

Spl 415(3)a

Spl 418

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

Sub-total of this page for Part F

TOTAL COST (VEGA 1 BRIDGE) (Carried to Summary) (Php __________________________________ _______________________________________ _______________________________________ and ________________________________ . centavos) Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

PART F: BRIDGE CONSTRUCTION 3. VEGA III BRIDGE

101(1)a-2

Err:508 (Php________________________________ and_________________________________ centavos per lump sum)

#N/A

Err:508

103(2)a

Err:508 (Php________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

103(2)b

Err:508 (Php________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

103(2)c

#N/A (Php________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

103(5)a #N/A (Php________________________________ and_________________________________ centavos per lump sum)

#N/A

Err:508

l.m

Err:508

401

Railings (Php________________________________ and_________________________________ centavos per linear meter)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

kg.

Err:508

404(1) Reinforcing Steelbars, Grade 40 (Php________________________________ and_________________________________ centavos per kilo)

Sub-total of this page for Part F Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

PART F: BRIDGE CONSTRUCTION 3. VEGA III BRIDGE 405(1)a-1

#N/A (Php________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

405(1)a-2

#N/A (Php________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

405(2) Structural Concrete, Class "B" (fc' = 17Mpa) (Php________________________________ and_________________________________ centavos per cubic meter)

m3

Err:508

407(1) #N/A (Php________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

#N/A (Php________________________________ and_________________________________ #N/A

#N/A

Err:508

505(5) Grouted Riprap, Class "A" (Php________________________________ and_________________________________ centavos per cubic meter)

cu.m.

Err:508

505(9) #N/A (Php________________________________

#N/A

Err:508

Spl 415(3)a

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

and_________________________________ centavos per cubic meter)

Sub-total of this page for Part F

Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

Rubble Concrete (Php________________________________ and_________________________________ centavos per cubic meter)

cu.m

Err:508

511(1) #N/A (Php________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

511(2) #N/A (Php________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

PART F: BRIDGE CONSTRUCTION 3. VEGA III BRIDGE 507

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

Sub-total of this page for Part F TOTAL COST (VEGA III BRIDGE) (Carried to Summary) (Php __________________________________ _______________________________________ _______________________________________ and ________________________________ . centavos) Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

#N/A

Err:508

kg.

Err:508

#N/A (Php________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

#N/A (Php________________________________ and_________________________________ #N/A

#N/A

Err:508

#N/A (Php________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

#N/A (Php________________________________ and_________________________________ centavos per linear meter)

#N/A

Err:508

PART F: BRIDGE CONSTRUCTION 4. BARACBAC BRIDGE

101(1)a-3

#N/A (Php________________________________ and_________________________________ centavos per lump sum)

404(1) Reinforcing Steelbars, Grade 40 (Php________________________________ and_________________________________ centavos per kilo)

405(1)a-1

Spl 415(3)a

Spl 418

Spl 420(1)a

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

505(5) Grouted Riprap, Class "A" (Php________________________________ and_________________________________ centavos per cubic meter)

UNIT

QUANTITY

cu.m.

Err:508

Sub-total of this page for Part F Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

#N/A

Err:508

cu.m

Err:508

PART F: BRIDGE CONSTRUCTION 4. BARACBAC BRIDGE 505(9) #N/A (Php________________________________ and_________________________________ centavos per cubic meter)

506

Stone Masonry (Php________________________________ and_________________________________ centavos per cubic meter)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

Sub-total of this page for Part F TOTAL COST (BARACBAC BRIDGE) (Carried to Summary) (Php __________________________________ _______________________________________ _______________________________________ and ________________________________ . centavos) Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

#N/A

Err:508

#N/A

Err:508

l.m

Err:508

kg.

Err:508

PART F: BRIDGE CONSTRUCTION 5. DIMOTOL BRIDGE

101(1)a-4

Err:508 (Php __________________________________ and_________________________________ #N/A

103(2)a Err:508 (PHP________________________________ and_________________________________ centavos per cubic meter)

401

Err:508 (Php __________________________________ and_________________________________ centavos per linear meter)

404(1) Err:508 (PHP________________________________ and_________________________________ centavos per kilo)

405(1)a-1

Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

405(1)a-2

Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO. Spl 415(3)a

DESCRIPTION

Err:508 (Php __________________________________ and_________________________________ #N/A

UNIT

QUANTITY

#N/A

Err:508

Sub-total of this page for Part F Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

Err:508 (Php __________________________________ and_________________________________ #N/A

#N/A

Err:508

505(5) Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

cu.m.

Err:508

505(9) Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

cu.m

Err:508

511(1) Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

PART F: BRIDGE CONSTRUCTION 5. DIMOTOL BRIDGE

Spl 419(1)a

506

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

Sub-total of this page for Part F TOTAL COST (DIMOTOL BRIDGE) (Carried to Summary) (Php __________________________________ _______________________________________ _______________________________________ and ________________________________ . centavos) Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

Err:508 (Php __________________________________ and_________________________________ #N/A

#N/A

Err:508

103(2)a Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

Err:508 (Php __________________________________ and_________________________________ centavos per linear meter)

l.m

Err:508

404(1) Err:508 (Php __________________________________ and_________________________________ centavos per kilo)

kg.

Err:508

PART F: BRIDGE CONSTRUCTION 6. DIMASALAN BRIDGE

101(1)a-5

401

405(1)a-1

Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

405(1)a-2

Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

#N/A

Err:508

407(1) Err:508

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

(Php __________________________________ and_________________________________ centavos per cubic meter)

Sub-total of this page for Part F Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

Err:508 (Php __________________________________ and_________________________________ #N/A

#N/A

Err:508

Err:508 (Php __________________________________ and_________________________________ #N/A

#N/A

Err:508

505(5) Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

cu.m.

Err:508

505(9) Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

cu.m

Err:508

511(1) Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

PART F: BRIDGE CONSTRUCTION 6. DIMASALAN BRIDGE Spl 415(3)a

Spl 419(1)b

506

Sub-total of this page for Part F TOTAL COST (DIMASALAN BRIDGE)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

(Carried to Summary)

Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

Err:508 (Php __________________________________ and_________________________________ #N/A

#N/A

Err:508

103(2)a Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

103(2)b Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

103(2)c Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

103(5) Err:508 (Php __________________________________ and_________________________________ #N/A

#N/A

Err:508

l.m

Err:508

kg.

Err:508

PART F: BRIDGE CONSTRUCTION 7. DIANAWAN BRIDGE

101(1)a-6

401

Err:508 (Php __________________________________ and_________________________________ centavos per l.m)

404(1) Err:508

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

(Php __________________________________ and_________________________________ centavos per kg.)

Sub-total of this page for Part F Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

PART F: BRIDGE CONSTRUCTION 7. DIANAWAN BRIDGE 405(1)a-1

Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

405(1)a-2

Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

405(2) Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

m3

Err:508

407(1) Err:508 (Php __________________________________ and_________________________________ #N/A

#N/A

Err:508

505(5) Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

cu.m.

Err:508

505(9) Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

cu.m

Err:508

#N/A

Err:508

507

Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

511(1) Err:508

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

#N/A

Err:508

(Php __________________________________ and_________________________________ centavos per cubic meter) 511(2) Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter) Sub-total of this page for Part F TOTAL COST (DIANAWAN BRIDGE) (Carried to Summary) Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

Err:508 (Php __________________________________ and_________________________________ #N/A

#N/A

Err:508

103(2)a Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

103(2)c Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

Err:508 (Php __________________________________ and_________________________________ centavos per l.m)

l.m

Err:508

404(1) Err:508 (Php __________________________________ and_________________________________ centavos per kg.)

kg.

Err:508

PART F: BRIDGE CONSTRUCTION 8. DIMANLAT BRIDGE

101(1)a-7

401

405(1)a-1

Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

405(1)a-2

Err:508

#N/A

Err:508

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

#N/A

Err:508

(Php __________________________________ and_________________________________ centavos per cubic meter)

407(1) Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter) Sub-total of this page for Part F

Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

Err:508 (Php __________________________________ and_________________________________ #N/A

#N/A

Err:508

Err:508 (Php __________________________________ and_________________________________ #N/A

#N/A

Err:508

505(5) Err:508 (Php __________________________________ and_________________________________ centavos per cu.m.)

cu.m.

Err:508

505(9) Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

cu.m

Err:508

511(1) Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

PART F: BRIDGE CONSTRUCTION 8. DIMANLAT BRIDGE Spl 415(3)a

Spl 419(1)c

506

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

Sub-total of this page for Part F TOTAL COST (DIMANLAT BRIDGE) (Carried to Summary) (Php __________________________________ _______________________________________ _______________________________________ and ________________________________ . centavos) Note: Bidder must fill up this section of the Bill of Quantities READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

Err:508 (Php __________________________________ and_________________________________ #N/A

#N/A

Err:508

103(2)a Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

Err:508 (Php __________________________________ and_________________________________ centavos per l.m)

l.m

Err:508

404(1) Err:508 (Php __________________________________ and_________________________________ centavos per kg.)

kg.

Err:508

PART F: BRIDGE CONSTRUCTION 9. BINUANGAN BRIDGE

101(1)a-8

401

405(1)a-1

Err:508 (Php __________________________________ and_________________________________ #N/A

#N/A

Err:508

405(1)a-2

Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

#N/A

Err:508

407(1) Err:508

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

#N/A

Err:508

(Php __________________________________ and_________________________________ centavos per cubic meter)

Spl 415(3)a

Err:508 (Php __________________________________ and_________________________________ #N/A Sub-total of this page for Part F

Note: Bidder must fill up this section of the Bill of Quantities READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

Err:508 (Php __________________________________ and_________________________________ #N/A

#N/A

Err:508

505(5) Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

cu.m.

Err:508

505(9) Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

cu.m

Err:508

#N/A

Err:508

PART F: BRIDGE CONSTRUCTION 9. BINUANGAN BRIDGE

Spl 419(1)d

506

Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

511(1) Err:508 (PHP________________________________ and_________________________________ centavos per cubic meter)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

Sub-total of this page for Part F TOTAL COST (BINUANGAN BRIDGE) (Carried to Summary) (Php __________________________________ _______________________________________ _______________________________________ and ________________________________ . centavos) Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

Err:508 (Php __________________________________ and_________________________________ #N/A

#N/A

Err:508

103(2)a Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

103(2)b Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

103(5) Err:508 (Php __________________________________ and_________________________________ #N/A

#N/A

Err:508

400(4) Err:508 (Php __________________________________ and_________________________________ #N/A

#N/A

Err:508

400(14) Err:508 (Php __________________________________ and_________________________________ #N/A

#N/A

Err:508

PART F: BRIDGE CONSTRUCTION 10. DIOME BRIDGE

101(1)b-1

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

400(16) Err:508 (Php __________________________________ and_________________________________ #N/A

401

UNIT

QUANTITY

#N/A

Err:508

l.m

Err:508

Err:508 (Php __________________________________ and_________________________________ centavos per l.m) Sub-total of this page for Part F

Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

kg.

Err:508

PART F: BRIDGE CONSTRUCTION 10. DIOME BRIDGE 404(1) Err:508 (Php __________________________________ and_________________________________ centavos per kg.)

405(1)a-1

Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

405(1)a-2

Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

405(2) Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

m3

Err:508

407(1) Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

505(5) Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

cu.m.

Err:508

505(9) Err:508 (Php __________________________________

#N/A

Err:508

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

cu.m

Err:508

and_________________________________ centavos per cubic meter)

507

Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

Sub-total of this page for Part F Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

511(1) Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

511(2) Err:508 (Php __________________________________ and_________________________________ centavos per cubic meter)

#N/A

Err:508

PART F: BRIDGE CONSTRUCTION 10. DIOME BRIDGE

Sub-total of this page for Part F TOTAL COST (DIOME BRIDGE) (Carried to Summary) (Php __________________________________

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

_______________________________________ _______________________________________ and ________________________________ . centavos) TOTAL COST (PART F) (Carried to Summary) (Php __________________________________ _______________________________________ _______________________________________ and ________________________________ . centavos) Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

PART G: DRAINAGE AND SLOPE PROTECTION STRUCTURES

404(1)b #N/A (Php________________________________ and_________________________________ centavos per kilo)

#N/A

#N/A

405(1)b #N/A (Php________________________________ and_________________________________ centavos per cubic meter)

#N/A

#N/A

407(1)b #N/A (Php________________________________ and_________________________________ centavos per cubic meter)

#N/A

#N/A

500(1)a-1

#N/A (Php________________________________ and_________________________________ centavos per linear meter)

#N/A

#N/A

500(1)c-1

#N/A (Php________________________________ and_________________________________ centavos per linear meter)

#N/A

#N/A

505(5) Grouted Riprap, Class "A" (Php________________________________ and_________________________________

cu.m.

#N/A

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

cu.m

#N/A

centavos per linear meter)

506

Stone Masonry (Php________________________________ and_________________________________ centavos per cubic meter)

Sub-total of this page for Part G Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

PART G: DRAINAGE AND SLOPE PROTECTION STRUCTURES

507

Spl 512(1)a

Spl 512(2)b

Spl 514(2)e

Spl 514(2)f

Spl 514(2)g

Rubble Concrete (Php________________________________ and_________________________________ centavos per cubic meter)

cu.m

#N/A

#N/A (Php________________________________ and_________________________________ centavos per each)

#N/A

#N/A

#N/A (Php________________________________ and_________________________________ #N/A

#N/A

#N/A

#N/A (Php________________________________ and_________________________________ #N/A

#N/A

#N/A

#N/A (Php________________________________ and_________________________________ #N/A

#N/A

#N/A

#N/A (Php________________________________ and_________________________________

#N/A

#N/A

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

#N/A Sub-total of this page for Part G TOTAL COST (PART G)__________________ (Carried to Summary) (Php __________________________________ _______________________________________ _______________________________________ and ________________________________ . centavos) Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

603(5) #N/A (PHP________________________________ and_________________________________ centavos per linear meter)

#N/A

#N/A

605(1)a Warning Signs, Triangular (PHP________________________________ and_________________________________ centavos per each)

each

605(1)b #N/A (PHP________________________________ and_________________________________ #N/A

#N/A

#N/A

605(2)a #N/A (PHP________________________________ and_________________________________ #N/A

#N/A

#N/A

605(2)b #N/A (PHP________________________________ and_________________________________ #N/A

#N/A

#N/A

605(3)a Informatory Signs ,(950mm x 980mm) (PHP________________________________ and_________________________________ centavos per each)

each

40.00

605(3)b Informatory Signs ,(980mm x 1000mm)

each

32.00

PART H: MISCELLANEOUS STRUCTURES

402.00

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

(PHP________________________________ and_________________________________ centavos per each)

Sub-total of this page for Part H

Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

#N/A

#N/A

PART H: MISCELLANEOUS STRUCTURES

610

#N/A (Php________________________________ and_________________________________ centavos per square meter)

Pavement Markings Reflectorized Thermoplastic, 612(1) (White) (Php________________________________ and_________________________________ centavos per square meter)

Pavement Markings Reflectorized Thermoplastic, 612(2) (Yellow) (Php________________________________ and_________________________________ centavos per square meter)

m2

29,160.00

m2

6,907.00

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

Sub-total of this page for Part H TOTAL COST (PART H) : (Carried to Summary) (Php __________________________________ _______________________________________ _______________________________________ and ________________________________ . centavos)

Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

#N/A

#N/A

PART J: MOBILIZATION & DEMOBILIZATION

SPL 800

#N/A (Php __________________________________ _______________________________________ _______________________________________ and_________________________________ centavos per lump sum) .

TOTAL COST (PART J)__________________ (Carried to Summary) (Php __________________________________

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

_______________________________________ _______________________________________ and ________________________________ . centavos)

Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

#N/A

#N/A

PART K: DAYWORK

SPL 900

#N/A (Php __________________________________ _______________________________________ _______________________________________ and_________________________________ centavos per Provisional Sum)

TOTAL COST (PART K)__________________ (Carried to Summary) (Php __________________________________ _______________________________________

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

_______________________________________ and ________________________________ . centavos)

Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

#N/A

TOTAL AMOUNT (PHP)

#N/A

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

#N/A (Php __________________________________ _______________________________________ and_________________________________ . centavos per Provisional Sum).

#N/A

#N/A

#N/A (Php __________________________________ _______________________________________ and_________________________________ . centavos per Provisional .

#N/A

#N/A

#N/A (Php __________________________________ _______________________________________ and_________________________________ . centavos per Provisional Sum).

#N/A

#N/A

PART L: PROVISIONAL SUM

SPL 1000.1

SPL 1000.2

SPL 1000.3

TOTAL COST (PART L) :

ASSET PRESERVATION CONTRACT-PREVENTIVE MAINTENANCE(APC-PM) CO PILOT PBM - 3, (SIPOCOT ~ BAAO ROAD SECTION) KO370 + 700 to KO480 + 146; Length = 109.446 Km

BILL OF QUANTITIES ITEM NO.

DESCRIPTION

UNIT

QUANTITY

(Carried to Summary) (Php __________________________________ _______________________________________ _______________________________________ and ________________________________ . centavos) Note: Bidder must fill up this section of the Bill of Quantities

READ AND ACCEPTED AND GOOD FOR AGREEMENT Dated this __________ day of____________________, 201____ Signature : Printed Name : In the Capacity of : Duly Authorized to sign bids for and on behalf of : (in Block Capital)

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

TOTAL AMOUNT (PHP)

#N/A

#N/A

#N/A

#N/A

#N/A

#N/A

AINTENANCE(APC-PM) COMPONENT O ROAD SECTION) ngth = 109.446 Km

TIES UNIT PRICE (PHP)

(in Block Capital)

TOTAL AMOUNT (PHP)