REBARS AND CONCRETE COMPUTATIONS

Name of Work Item 500-3 RCCP (36"dia) - 910 mmUnit of Measurement L.m.Output per hour 16.00

Designation No. of Hours Hourly Rate Amount

1. Labor

a. Construction Foreman 1 1 83.00 83.00b. Skilled Laborers 2 1 60.00 120.00c. Laborers 4 1 46.00 184.00

Sub Total for 1 387.00

Name and Capacity No. of Hours Hourly Rate Amount

2. Equipment

a. Backhoe - 0.80 cu.m. 1 1 1,537.00 1,537.00b. Plate Compactor 1 1 123.00 123.00 Minor Tools (10% of Labor) 38.70 38.70

Sub Total for 2 1,698.70Total (1+2) 2,085.70

Output per hour = 16.00 L.m. per hour130.36

Name and Specification Unit Quantity Unit Cost Amount

3. Materials

a. Portland Cement bag 1 195.00 195.00b. Sand cu.m. 0.06 350.00 21.00c. R.C. Pipes (910 mm dia.) pcs. 1 2,580.00 2,580.00

Sub Total for 3 2,796.00Unit Direct Cost 2,926.36OCM/CP/MOB. & DEMOB. 0.17 500.88Vat 0.12 413.67Total Unit Cost 3,840.91

PREPARED BY: CHECKED BY:

JANINE LEAH C. BIENDIMA RITCHIE C. MALASANBSCE4-1 INSTRUCTOR

No. of Person

No. of Units

Republic of The Philippines Department of Public Works and Highways

OFFICE OF THE DISTRICT ENGINEERRegion III

Talavera, Nueva Ecija

DatePROGRAM OF WORK/BUDGET COST

FOR ROADS AND BRIDGES

Name of Project : Proposed 8km Roadway Roadbed Width: 9.20 meters Pantabangan, Nueva Ecija Pavement Width: 7.20 meters Project No: Bridge Width: Location: Pantabangan, Nueva Ecija Type of Sub. Structure: Appropriation: P16,118,000.00 Type of Superstructure: Classification: National Road No. of Span: Source of fund: Regular Infra 2012 No. of Pier: Limits: Sta. 131 + 000 - Sta. 137 + 000 Date Started:

No. of days to Complete: 215 Calendar DaysEQUIPMENT

Total Length: 7,000.00 L.m. DESCRIPTION/Nos.1-Motorized Road Grader 1-Tandem Steel Roller1-Vibratory Roller 1-6 Wheeler Truck1-Water Truck 1-Set Applicator Machine1-Asphalt Distributor1-Power Broom1-Asphalt Paver1-Pneumatic Roller

100.00% ESTIMATED COST OF PROPOSEDSpec's

DESCRIPTION PROJECT

ITEM NO.UNIT QUANTITY

DIRECT COSTA. K0274+000 - K0276+000 UNIT COST TOTAL

105 Subgrade Preparation sq.m. 28,000.00 18.01 504,280.00 201 Aggregate Base Course cu.m. 1,400.00 871.97 1,220,758.00 302 Bituminous Tack Coat SS-1 m.t. 35.28 67,350.33 2,376,119.64 310a Bituminous Concrete Surface Course (50 mm) sq.m. 50,400.00 755.88 38,096,352.00 612 Reflectorized Thermoplastic Pavement Markin sq.m. 81,585.28 1,412.32 115,224,522.65 B. Other General Requirements Sub Total A 157,422,032.29 1 Construction Safety and Health2 Traffic Control and Management l.s. 1.00 92,530.74 92,530.74 3 Project Signboard l.s. 1.00 337,831.94 337,831.94 4 Mobilization/Demobilization set 1.00 8,241.87 8,241.87

l.s. 1.00 6,068,328.44 6,068,328.44 Sub Total B 6,506,932.99

BREAKDOWN OF EXPENDITURES% OF

1. Labor _______ Mandays TOTAL 2. Materials: A. Direct Cost Sub-Total : 163,928,965.29 3. Rental of Equipment: B. Const. Engineering 3.0% : 483,540.00 4. Fuel Oil, Spare Parts C. Tools & Miscellaneous : & Maint. of Equipment: D. Contingencies : 5. Mark Up & Vat: E. Quality Control : 6. Overhead F. Project Supervision : 7. TOTAL: 16,118,000.00 G. Project Sup't. (Leave Res'd) :

H. Total Estimated Cost : 164,412,505.29

PREPARED BY: CHECKED BY:

JANINE LEAH C. BIENDIMA RITCHIE C. MALASANBSCE4-1 INSTRUCTOR

Nueva Ecija 1st District Engineering Office

DETAILED ESTIMATE OF UNIT COST

Name of Project Proposed 8km RoadwayLocation Pantabangan, Nueva EcijaName of Work Item Subgrade PreparationUnit of Measurement sq.m.Output per hour 300.00

Designation No. of Hours Hourly Rate Amount

1. Labor

a. Construction Foreman 1 1 83.00 83.00b. Laborers 2 1 46.00 92.00

Sub Total for 1 175.00

Name and Capacity No. of Hours Hourly Rate Amount

2. Equipment

a. Motorized Road Grader 1 1 2,173.00 2,173.00b. Vibratory Roller 1 1 1,507.00 1,507.00c. Water Truck (1,000 gal) 1 0.25 1,065.00 266.25

Sub Total for 2 3,946.25Total (1+2) 4,121.25

Output per hour = 300.00 sq.m. per hourUnit Cost 13.74

Name and Specification Unit Quantity Unit Cost Amount

3. Materials

Sub Total for 3 0.00Unit Direct Cost 13.74OCM/CP 0.17 2.34Vat 0.12 1.93Total Unit Cost 18.01

No. of Person

No. of Units

DETAILED ESTIMATE OF UNIT COST

Name of Project Proposed 8km RoadwayLocation Pantabangan, Nueva EcijaName of Work Item Aggregate Base CourseUnit of Measurement cu.m.Output per hour 50.00

Designation No. of Hours Hourly Rate Amount

1. Labor

a. Construction Foreman 1 1 83.00 83.00b. Laborers 2 1 46.00 92.00

Sub Total for 1 175.00

Name and Capacity No. of Hours Hourly Rate Amount

2. Equipment

a. Grader (140 hp) 1 1 2,173.00 2,173.00b. Vibratory Roller 1 1 1,507.00 1,507.00c. Water Truck 1 0.25 1,065.00 266.25

Sub Total for 2 3,946.25Total (1+2) 4,121.25

Output per hour = 50.00 cu.m. per hourUnit Cost 82.43

Name and Specification Unit Quantity Unit Cost Amount

3. Materials

Aggregate Base Course with 10% shrinkage cu.m. 1.10 530.00 583.00

Sub Total for 3 583.00Unit Direct Cost 665.43OCM/CP 0.17 113.12Vat 0.12 93.42Total Unit Cost 871.96

PREPARED BY: CHECKED BY:

JANINE LEAH C. BIENDIMA RITCHIE C. MALASANBSCE4-1 INSTRUCTOR

No. of Person

No. of Units

DETAILED ESTIMATE OF UNIT COST

Name of Project Proposed 8km RoadwayLocation Pantabangan, Nueva EcijaName of Work Item Bituminous Tack Coat SS-1Unit of Measurement m.t.Output per hour 0.3

Designation No. of Hours Hourly Rate Amount

1. Labor

a. Construction Foreman 1 1 83.00 83.00b. Laborers 3 1 46.00 138.00

Sub Total for 1 221.00

Name and Capacity No. of Hours Hourly Rate Amount

2. Equipment

a. Asphalt Distributor (5 tons) 1 1 936.00 936.00b. Power Broom (20 m. wide) 1 1 87.03 87.03

Sub Total for 2 1,023.03Total (1+2) 1,244.03

Output per hour = 0.3 m.t. per hourUnit Cost 4,146.77

Name and Specification Unit Quantity Unit Cost Amount

3. Materials Source: San Fernando City, Pampanga

Asphalt Emulsified Cationic SS - 1 ton 1.05 45,000.00 47,250.00Material cost is P45,000/m.t.

Sub Total for 3 47,250.00Unit Direct Cost 51,396.77OCM/CP 0.17 8,737.45Vat 0.12 7,216.11Total Unit Cost 67,350.33

PREPARED BY: CHECKED BY:

JANINE LEAH C. BIENDIMA RITCHIE C. MALASANBSCE4-1 INSTRUCTOR

No. of Person

No. of Units

DETAILED ESTIMATE OF UNIT COST

Name of Project Proposed 8km RoadwayLocation Pantabangan, Nueva EcijaName of Work Item Bituminous Concrete Surface CourseUnit of Measurement m.t.Output per hour 20.00 or 171.67 sq.m.

Designation No. of Hours Hourly Rate Amount

1. Labor

a. Construction Foreman 1 1 83.00 83.00b. Skilled Laborers 4 1 60.00 240.00c. Laborers 8 1 46.00 368.00

Sub Total for 1 691.00

Name and Capacity No. of Units No. of Hours Hourly Rate Amount

2. Equipment

a. Asphalt Paver (80 hp) 1 1 1,833.00 1,833.00b. Pneumatic Roller (10 m.t.) 1 1 553.00 553.00c. Tandem Steel Roller (10 m.t.) 1 1 567.00 567.00d. Water Truck (1000 gal) 1 1 1,065.00 1,065.00Minor Tools (10% of Labor) 69.10 69.10

Sub Total for 2 4,087.10Total (1+2) 4,778.10

Output per hour = 171.67 sq.m. per hourUnit Cost 27.83

Name and Specification Unit Quantity Unit Cost Amount

3. MaterialsBituminous Concrete Surface Course m.t. 0.122 4,500.00 549.00Thickness = 50 mmw/ 5% correctionsMaterial cost is P4,500/m.t.

Sub Total for 3 549.00Unit Direct Cost 576.83OCM/CP 0.17 98.06Vat 0.12 80.99Total Unit Cost 755.88

PREPARED BY: CHECKED BY:

JANINE LEAH C. BIENDIMA RITCHIE C. MALASANBSCE4-1 INSTRUCTOR

No. of Person

DETAILED ESTIMATE OF UNIT COST

Name of Project Proposed 8km RoadwayLocation Pantabangan, Nueva EcijaName of Work Item Reflectorized Thermoplastic Pavement MarkingsUnit of Measurement sq.m.Output per hour 25.00

Designation No. of Hours Hourly Rate Amount

1. Labor

a. Construction Foreman 1 1 83.00 83.00b. Skilled Laborers 2 1 60.00 120.00c. Laborers 6 1 46.00 276.00

Sub Total for 1 479.00

Name and Capacity No. of Hours Hourly Rate Amount

2. Equipment

a. 6 Wheeler Truck (5 T cap.) 1 1 711.88 711.88b. Set Applicator Machine 1 1 77.00 77.00 Minor Tools (10% of Labor) 47.90 47.90

Sub Total for 2 836.78Total (1+2) 1,315.78

Output per hour = 25 sq.m. per hourUnit Cost 52.63

Name and Specification Unit Quantity Unit Cost Amount

3. Materials

a. Thermoplastic kgs 5.6 140.00 784.00b. Glass Beads kgs 1.3 100.00 130.00c. Primer kgs 0.585 190.00 111.15

Sub Total for 3 1,025.15Unit Direct Cost 1,077.78OCM/CP 0.17 183.22Vat 0.12 151.32Total Unit Cost 1,412.32

PREPARED BY: CHECKED BY: SUBMITTED BY:

PREPARED BY: CHECKED BY:

JANINE LEAH C. BIENDIMA RITCHIE C. MALASANBSCE4-1 INSTRUCTOR

No. of Person

No. of Units

DETAILED ESTIMATE OF UNIT COST

Name of Project Proposed 8km RoadwayLocation Pantabangan, Nueva EcijaName of Work Item Construction Safety And HealthUnit of Measurement l.s. Quantity 1.00 Output per day 1 Unit l.s.

Designation No. of Days Daily Rate Amount

1. Labor

a. First Aider 1 107 480.00 51,360.00b. Part Time Safety Practioner 1 51 552.00 28,152.00

Sub Total for 1 79,512.00

Name and Capacity No. of Hours Hourly Rate Amount

2. Equipment

Sub Total for 2Total (1+2) 79,512.00

Output per day Unit Cost

Name and Specification Unit Quantity Unit Cost Amount

3. Materials

a. Safety Shoes manday 599 4.02 2,407.98b. Safety Gloves manday 599 8.00 4,792.00c. Safety Helmet manday 599 0.37 221.63

Sub Total for 3 7,421.61Unit Direct Cost 86,933.61OCM/CP 0.08 2,134.83Vat 0.12 3,462.30Total Unit Cost 92,530.74

PREPARED BY: CHECKED BY:

JANINE LEAH C. BIENDIMA RITCHIE C. MALASANBSCE4-1 INSTRUCTOR

No. of Person

No. of Units

DETAILED ESTIMATE OF UNIT COST

Name of Project Proposed 8km RoadwayLocation Pantabangan, Nueva EcijaName of Work Item Traffic Control And ManagementUnit of Measurement l.s. Quantity 1.00 Output per manday 1 Unit l.s.

Designation No. of Days Daily Rate Amount

1. Labor

a. Traffic Officers 4 215 368.00 316,480.00

Sub Total for 1 316,480.00

Name and Capacity No. of Hours Hourly Rate Amount

2. Equipment

Sub Total for 2Total (1+2) 316,480.00

Output per manday Unit Cost

Name and Specification Unit Quantity Unit Cost Amount

3. Materials

a. Traffic Flags and Warning Signs pcs 20 500.00 10,000.00

Sub Total for 3 10,000.00Unit Direct Cost 326,480.00OCM/CP 0.08 4,332.80Vat 0.12 7,019.14Total Unit Cost 337,831.94

PREPARED BY: CHECKED BY:

JANINE LEAH C. BIENDIMA RITCHIE C. MALASANBSCE4-1 INSTRUCTOR

No. of Person

No. of Units

DETAILED ESTIMATE OF UNIT COST

Name of Project Proposed 8km RoadwayLocation Pantabangan, Nueva EcijaName of Work Item Project SignboardUnit of Measurement pcsOutput per manday 2

Designation No. of Days Daily Rate Amount

1. Labor

a. Construction Foreman 1 1 664.00 664.00b. Skilled Laborers 1 1 480.00 480.00c. Laborers 2 1 368.00 736.00

Sub Total for 1 1,880.00

Name and Capacity No. of Hours Hourly Rate Amount

2. Equipment

Sub Total for 2Total (1+2) 1,880.00

Output per manday = 2 pcs x 3 man-dayUnit Cost 313.33

Name and Specification Unit Quantity Unit Cost Amount

3. Materials

a. Tarpaulin sq.ft. 64 50.00 3,200.00b. Lumber, Braces and Frame (Cocolumber) bd.ft. 80 25.00 2,000.00c. CWN Assorted kg. 0.75 75.00 56.25d. Marine Plywood pc. 2 360.00 720.00

Sub Total for 3 5,976.25Unit Direct Cost 6,289.58OCM/CP 0.24 1,069.23Vat 0.12 883.06Total Unit Cost 8,241.87

PREPARED BY: CHECKED BY:

JANINE LEAH C. BIENDIMA RITCHIE C. MALASANBSCE4-1 INSTRUCTOR

No. of Person

No. of Units

DETAILED ESTIMATE OF UNIT COST

Name of Project Proposed 8km RoadwayLocation Pantabangan, Nueva EcijaName of Work Item Mobilization/DemobilizationUnit of Measurement l.s.Output per day

Designation No. of Days Daily Rate Amount

1. Labor

Sub Total for 1

Name and Capacity No. of Days Daily Rate Amount

2. Equipment

a. Grader (140 hp) 1 25 17,384.00 434,600.00b. Vibratory Roller 1 217 12,056.00 2,616,152.00c. Water Truck 1 107 8,520.00 911,640.00d. Asphalt Distributor 1 50 7,488.00 374,400.00e. Asphalt Paver 1 50 14,664.00 733,200.00f. Pneumatic Roller 1 50 4,424.00 221,200.00g. Tandem Steel Roller 1 50 4,536.00 226,800.00h. Low Bed Trailer 1 50 10,815.00 540,750.00

Sub Total for 2 6,058,742.00Total (1+2) 6,058,742.00

Output per day =Unit Cost

Name and Specification Unit Quantity Unit Cost Amount

3. Materials

Sub Total for 3Unit Direct Cost 6,058,742.00OCM/CPVat 0.12 9,586.44Total Unit Cost 6,068,328.44

PREPARED BY: CHECKED BY:

JANINE LEAH C. BIENDIMA RITCHIE C. MALASANBSCE4-1 INSTRUCTOR

No. of Person

No. of Units

ASPHALT COMPUTATION

1. Sta. 151 + 300 - Sta. 159 + 300Length = 8,000.00 L.m.

Subgrade Preparation on Existing PCCPA = (8,000) (2.00) 2 = 32,000.00 sq.m.

Aggregate Base CourseV = (8,000.00) (2.00) (0.05)2 = 1,400.00 cu.m.

Bituminous Tack CoatV = (8,000.00) (7.20) (0.70) / 1,000 = 35.28 m.t.

Bituminous Concrete Surface CourseA = (8,000.00) (7.20) = 57,600.00 sq.m.

Reflectorized Thermoplastic Pavement MarkingsA = Borderline = (8,000.00) (0.10) (2) = 1,400.00 sq.m.A = Centerline = (8,000.00/9) (3) (0.15) = 350.00 sq.m.

92,785.28 sq.m.

`PREPARED BY: CHECKED BY:

JANINE LEAH C. BIENDIMA RITCHIE C. MALASANBSCE4-1 INSTRUCTOR