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REBARS AND CONCRETE COMPUTATIONS Name of Work Item Unit of Measurement Output per hour 500-3 RCCP (36"dia) - 910 mm L.m. 16.00

Designation 1. Labor a. Construction Foreman b. Skilled Laborers c. Laborers

No. of Person

No. of Hours

Hourly Rate

Amount

1 2 4

1 1 1

83.00 60.00 46.00

83.00 120.00 184.00

Sub Total for 1 Name and Capacity 2. Equipment a. Backhoe - 0.80 cu.m. b. Plate Compactor Minor Tools (10% of Labor) 1 1 1 1 1,537.00 123.00 38.70 No. of Units No. of Hours Hourly Rate

387.00 Amount

1,537.00 123.00 38.70

Sub Total for 2 Total (1+2) Output per hour = 16.00 L.m. per hour Name and Specification 3. Materials a. Portland Cement b. Sand c. R.C. Pipes (910 mm dia.) bag cu.m. pcs. 1 0.06 1 195.00 350.00 2,580.00 Unit Quantity Unit Cost

1,698.70 2,085.70 130.36 Amount

195.00 21.00 2,580.00

Sub Total for 3 Unit Direct Cost OCM/CP/MOB. & DEMOB. Vat Total Unit Cost

0.17 0.12

2,796.00 2,926.36 500.88 413.67 3,840.91

PREPARED BY: JANINE LEAH C. BIENDIMA

CHECKED BY: RITCHIE C. MALASAN

BSCE4-1

INSTRUCTOR

Republic of The Philippines Department of Public Works and Highways Nueva Ecija 1 st District Engineering Office OFFICE OF THE DISTRICT ENGINEER Region III Talavera, Nueva Ecija Date PROGRAM OF WORK/BUDGET COST FOR ROADS AND BRIDGES Name of Project : Proposed 8km Roadway Pantabangan, Nueva Ecija Project No: Location: Pantabangan, Nueva Ecija Appropriation: P 16,118,000.00 Classification: National Road Source of fund: Regular Infra 2012 Limits: Sta. 131 + 000 - Sta. 137 + 000 Roadbed Width: Pavement Width: Bridge Width: Type of Sub. Structure: Type of Superstructure: No. of Span: No. of Pier: Date Started: No. of days to Complete: 9.20 meters 7.20 meters

Total Length:

7,000.00 L.m.

215 Calendar Days EQUIPMENT DESCRIPTION/Nos. 1-Motorized Road Grader 1-Tandem Steel Roller 1-Vibratory Roller 1-6 Wheeler Truck 1-Water Truck 1-Set Applicator Machine 1-Asphalt Distributor 1-Power Broom 1-Asphalt Paver 1-Pneumatic Roller ESTIMATED COST OF PROPOSED PROJECT DIRECT COST QUANTITY UNIT COST TOTAL 28,000.00 1,400.00 35.28 50,400.00 18.01 871.97 67,350.33 755.88 1,412.32 Sub Total A 92,530.74 337,831.94 8,241.87 6,068,328.44 Sub Total B 504,280.00 1,220,758.00 2,376,119.64 38,096,352.00 115,224,522.65 157,422,032.29 92,530.74 337,831.94 8,241.87 6,068,328.44 6,506,932.99

100.00% Spec's DESCRIPTION ITEM NO. A. K0274+000 - K0276+000 105 201 302 310a 612 B. 1 2 3 4 Subgrade Preparation Aggregate Base Course Bituminous Tack Coat SS-1 Bituminous Concrete Surface Course (50 mm) Reflectorized Thermoplastic Pavement Markings Other General Requirements Construction Safety and Health Traffic Control and Management Project Signboard Mobilization/Demobilization UNIT sq.m. cu.m. m.t. sq.m. sq.m.

81,585.28

l.s. l.s. set l.s.

1.00 1.00 1.00 1.00

BREAKDOWN OF EXPENDITURES 1. Labor _______ Mandays 2. Materials: 3. Rental of Equipment: 4. Fuel Oil, Spare Parts & Maint. of Equipment: 5. Mark Up & Vat: 6. Overhead 7. TOTAL: % OF TOTAL A. Direct Cost Sub-Total : B. Const. Engineering 3.0% : C. Tools & Miscellaneous : D. Contingencies : E. Quality Control : F. Project Supervision : G. Project Sup't. (Leave Res'd) : H. Total Estimated Cost : 163,928,965.29 483,540.00

16,118,000.00

164,412,505.29

PREPARED BY: JANINE LEAH C. BIENDIMA BSCE4-1

CHECKED BY: RITCHIE C. MALASAN INSTRUCTOR

DETAILED ESTIMATE OF UNIT COST Name of Project Location Name of Work Item Unit of Measurement Output per hour Proposed 8km Roadway Pantabangan, Nueva Ecija Subgrade Preparation sq.m. 300.00

Designation 1. Labor a. Construction Foreman b. Laborers

No. of Person

No. of Hours

Hourly Rate

Amount

1 2

1 1

83.00 46.00

83.00 92.00

Sub Total for 1 Name and Capacity 2. Equipment a. Motorized Road Grader b. Vibratory Roller c. Water Truck (1,000 gal) 1 1 1 1 1 0.25 2,173.00 1,507.00 1,065.00 No. of Units No. of Hours Hourly Rate

175.00 Amount

2,173.00 1,507.00 266.25

Sub Total for 2 Total (1+2) Output per hour = 300.00 sq.m. per hour Unit Cost Name and Specification 3. Materials Unit Quantity Unit Cost

3,946.25 4,121.25 13.74 Amount

Sub Total for 3 Unit Direct Cost OCM/CP Vat Total Unit Cost

0.17 0.12

0.00 13.74 2.34 1.93 18.01

DETAILED ESTIMATE OF UNIT COST Name of Project Location Name of Work Item Unit of Measurement Output per hour Proposed 8km Roadway Pantabangan, Nueva Ecija Aggregate Base Course cu.m. 50.00

Designation 1. Labor a. Construction Foreman b. Laborers

No. of Person

No. of Hours

Hourly Rate

Amount

1 2

1 1

83.00 46.00

83.00 92.00

Sub Total for 1 Name and Capacity 2. Equipment a. Grader (140 hp) b. Vibratory Roller c. Water Truck 1 1 1 1 1 0.25 2,173.00 1,507.00 1,065.00 No. of Units No. of Hours Hourly Rate

175.00 Amount

2,173.00 1,507.00 266.25

Sub Total for 2 Total (1+2) Output per hour = 50.00 cu.m. per hour Unit Cost Name and Specification 3. Materials Aggregate Base Course with 10% shrinkage cu.m. 1.10 530.00 Unit Quantity Unit Cost

3,946.25 4,121.25 82.43 Amount

583.00

Sub Total for 3 Unit Direct Cost OCM/CP Vat Total Unit Cost

0.17 0.12

583.00 665.43 113.12 93.42 871.97

PREPARED BY:

CHECKED BY:

JANINE LEAH C. BIENDIMA BSCE4-1

RITCHIE C. MALASAN INSTRUCTOR

DETAILED ESTIMATE OF UNIT COST Name of Project Location Name of Work Item Unit of Measurement Output per hour Proposed 8km Roadway Pantabangan, Nueva Ecija Bituminous Tack Coat SS-1 m.t. 0.3

Designation 1. Labor a. Construction Foreman b. Laborers

No. of Person

No. of Hours

Hourly Rate

Amount

1 3

1 1

83.00 46.00

83.00 138.00

Sub Total for 1 Name and Capacity 2. Equipment a. Asphalt Distributor (5 tons) b. Power Broom (20 m. wide) 1 1 1 1 936.00 87.03 No. of Units No. of Hours Hourly Rate

221.00 Amount

936.00 87.03

Sub Total for 2 Total (1+2) Output per hour = 0.3 m.t. per hour Unit Cost Name and Specification 3. Materials Source: San Fernando City, Pampanga Asphalt Emulsified Cationic SS - 1 Material cost is P45,000/m.t. ton 1.05 45,000.00 Unit Quantity Unit Cost

1,023.03 1,244.03 4,146.77 Amount

47,250.00

Sub Total for 3 Unit Direct Cost OCM/CP Vat Total Unit Cost

0.17 0.12

47,250.00 51,396.77 8,737.45 7,216.11 67,350.33

PREPARED BY:

CHECKED BY:

JANINE LEAH C. BIENDIMA BSCE4-1

RITCHIE C. MALASAN INSTRUCTOR

DETAILED ESTIMATE OF UNIT COST Name of Project Location Name of Work Item Unit of Measurement Output per hour Proposed 8km Roadway Pantabangan, Nueva Ecija Bituminous Concrete Surface Course m.t. 20.00 or 171.67 sq.m.

Designation 1. Labor a. Construction Foreman b. Skilled Laborers c. Laborers

No. of Person

No. of Hours

Hourly Rate

Amount

1 4 8

1 1 1

83.00 60.00 46.00

83.00 240.00 368.00

Sub Total for 1 Name and Capacity 2. Equipment a. Asphalt Paver (80 hp) b. Pneumatic Roller (10 m.t.) c. Tandem Steel Roller (10 m.t.) d. Water Truck (1000 gal) Minor Tools (10% of Labor) 1 1 1 1 1 1 1 1 1,833.00 553.00 567.00 1,065.00 69.10 No. of Units No. of Hours Hourly Rate

691.00 Amount

1,833.00 553.00 567.00 1,065.00 69.10

Sub Total for 2 Total (1+2) Output per hour = 171.67 sq.m. per hour Unit Cost Name and Specification 3. Materials Bituminous Concrete Surface Course Thickness = 50 mm w/ 5% corrections Material cost is P4,500/m.t. Unit m.t. Quantity 0.122 Unit Cost 4,500.00

4,087.10 4,778.10 27.83 Amount 549.00

Sub Total for 3 Unit Direct Cost OCM/CP Vat Total Unit Cost

0.17 0.12

549.00 576.83 98.06 80.99 755.88

PREPARED BY:

CHECKED BY:

JANINE LEAH C. BIENDIMA BSCE4-1

RITCHIE C. MALASAN INSTRUCTOR

DETAILED ESTIMATE OF UNIT COST Name of Project Location Name of Work Item Unit of Measurement Output per hour Proposed 8km Roadway Pantabangan, Nueva Ecija Reflectorized Thermoplastic Pavement Markings sq.m. 25.00

Designation 1. Labor a. Construction Foreman b. Skilled Laborers c. Laborers

No. of Person

No. of Hours

Hourly Rate

Amount

1 2 6

1 1 1

83.00 60.00 46.00

83.00 120.00 276.00

Sub Total for 1 Name and Capacity 2. Equipment a. 6 Wheeler Truck (5 T cap.) b. Set Applicator Machine Minor Tools (10% of Labor) 1 1 1 1 711.88 77.00 47.90 No. of Units No. of Hours Hourly Rate

479.00 Amount

711.88 77.00 47.90

Sub Total for 2 Total (1+2) Output per hour = 25 sq.m. per hour Unit Cost Name and Specification 3. Materials a. Thermoplastic b. Glass Beads c. Primer kgs kgs kgs 5.6 1.3 0.585 140.00 100.00 190.00 Unit Quantity Unit Cost

836.78 1,315.78 52.63 Amount

784.00 130.00 111.15

Sub Total for 3 Unit Direct Cost OCM/CP Vat Total Unit Cost PREPARED BY: CHECKED BY:

0.17 0.12

1,025.15 1,077.78 183.22 151.32 1,412.32

SUBMITTED BY:

PREPARED BY:

CHECKED BY:

JANINE LEAH C. BIENDIMA BSCE4-1

RITCHIE C. MALASAN INSTRUCTOR

DETAILED ESTIMATE OF UNIT COST Name of Project Location Name of Work Item Unit of Measurement Output per day Proposed 8km Roadway Pantabangan, Nueva Ecija Construction Safety And Health l.s. 1

Quantity Unit

1.00 l.s.

Designation 1. Labor a. First Aider b. Part Time Safety Practioner

No. of Person

No. of Days

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