DETAILED UNIT PRICE ANALYSIS

PROJECT NAME : Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
Item No./Description : 103(1a) Structure Excavation
Unit of Measurement : cu.m.
Output per hour : 20.00
Quantity : 192.00

Designation No. of Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman 1 1.20 611.92 734.30

b. Laborers 3 1.20 342.24 1,232.06

Sub-total for A P 1,966.37

Name and Capacity No. of Equip. No. of Days Daily Rate Amount

B Equipment, (2014 ACEL Rates)

a. Dumptruck 2 1.20 11,360.00 27,264.00

b. Backhoe 1 1.20 12,296.00 14,755.20
Minor Tools (10% of Labor) 196.64

Sub-total for B P 42,215.84

C. Total (A+B) P 44,182.20
D. Output/day 160.00 cu.m./day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials

Sub-total for E P 0.00

F. Direct Cost (C+E) 44,182.20
G. Overhead, Contingencies and Miscellaneous 10% per D.O 197 s 2016 4,418.22
H. Contractor's Profit (CP) 8% per D.O 197 s 2016 3,534.58
I. Value Added Tax (VAT) 5% per D.O 197 s 2016 2,606.75
J. Total Unit Cost 285.11

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 DETAILED UNIT PRICE ANALYSIS

PROJECT NAME : Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
Item No./Description : 103(3) Foundation Fill
Unit of Measurement : cu.m.
Output per hour : 1.25
Quantity : 10.00

Designation No. of Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman 1 1.00 611.92 611.92

b. Laborer 4 1.00 342.24 1,368.96

Sub-total for A P 1,980.88

Name and Capacity No. of Equip. No. of Days Daily Rate Amount

B Equipment, (2014 ACEL Rates)

a. Plate Compactor 1 1.00 984.00 984.00

b. Water Truck 1 0.01 19,600.00 196.00
c. Minor Tools (10% of Labor)

Sub-total for B P 1,180.00

C. Total (A+B) P 3,160.88
D. Output/day 10.00 cu.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials

a. Filling Materials 11.50 cu.m. 886.60 10,195.90

Sub-total for E P 10,195.90

F. Direct Cost (C+E) 13,356.78
G. Overhead, Contingencies and Miscellaneous 10% per D.O 197 s 2016 1,335.68
H. Contractor's Profit (CP) 8% per D.O 197 s 2016 1,068.54
I. Value Added Tax (VAT) 5% per D.O 197 s 2016 788.05
J. Total Unit Cost 1,654.91

gerald_0101
 DETAILED UNIT PRICE ANALYSIS

PROJECT NAME : Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
Item No./Description : 103(6)a Pipe Culvert and Drain Excavation
Unit of Measurement : cu.m.
Output per hour : 20.00
Quantity : 137.00

Designation No. of Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman 1 0.86 611.92 523.96

b. Laborer 3 0.86 342.24 879.13

Sub-total for A P 1,403.09

Name and Capacity No. of Equip. No. of Days Daily Rate Amount

B Equipment, (2014 ACEL Rates)

a. Dumptruck 2 0.86 11,360.00 19,454.00

b. Backhoe 1 0.86 12,296.00 10,528.45
Minor Tools (10% of Labor) 140.31

Sub-total for B P 30,122.76

C. Total (A+B) P 31,525.84
D. Output/day 160.00 cu.m./day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials

a.

Sub-total for E P 0.00

F. Direct Cost (C+E) 31,525.84
G. Overhead, Contingencies and Miscellaneous 10% per D.O 197 s 2016 3,152.58
H. Contractor's Profit (CP) 8% per D.O 197 s 2016 2,522.07
I. Value Added Tax (VAT) 5% per D.O 197 s 2016 1,860.02
J. Total Unit Cost 285.11

gerald_0101
 DETAILED UNIT PRICE ANALYSIS

PROJECT NAME : Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
Item No./Description : 104(1b)1 Embankment (Selected Borrow)
Unit of Measurement : cu.m.
Output per hour : 50.00
Quantity : 5,944.00

Designation No. of Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman 1 14.86 611.92 9,093.13

b. Laborer 2 14.86 342.24 10,171.37

Sub-total for A P 19,264.50

Name and Capacity No. of Equip. No. of Days Daily Rate Amount

B Equipment, (2014 ACEL Rates)

a. Road Grader 1 14.86 17,384.00 258,326.24

b. Road Roller 1 14.86 13,216.00 196,389.76
c. Water Truck 1 3.72 19,600.00 72,814.00

Sub-total for B P 527,530.00

C. Total (A+B) P 546,794.50
D. Output/day 400.00 cu.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials
a. Common Borrow 7,430.00 cu.m. 690.60 5,131,158.00

Sub-total for E P 5,131,158.00

F. Direct Cost (C+E) 5,677,952.50
G. Overhead, Contingencies and Miscellaneous 10% per D.O 197 s 2016 567,795.25
H. Contractor's Profit (CP) 8% per D.O 197 s 2016 454,236.20
I. Value Added Tax (VAT) 5% per D.O 197 s 2016 334,999.20
J. Total Unit Cost 1,183.54

gerald_0101
 DETAILED UNIT PRICE ANALYSIS

PROJECT NAME : Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
Item No./Description : 105(1)a Subgrade Preparation
Unit of Measurement : sq.m.
Output per hour : 300.00
Quantity : 14,740.00

Designation No. of Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman 1 6.14 611.92 3,758.21

b. Laborer 2 6.14 342.24 4,203.85

Sub-total for A P 7,962.06

Name and Capacity No. of Equip. No. of Days Daily Rate Amount

B Equipment, (2014 ACEL Rates)

a. Road Grader 1 6.14 17,384.00 106,766.73

b. Road Roller 1 6.14 13,216.00 81,168.27
c. Water Truck 1 1.54 19,600.00 30,094.17

Sub-total for B P 218,029.17

C. Total (A+B) P 225,991.22
D. Output/day 2,400.00 sq.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials

a.

Sub-total for E P 0.00

F. Direct Cost (C+E) 225,991.22
G. Overhead, Contingencies and Miscellaneous 10% per D.O 197 s 2016 22,599.12
H. Contractor's Profit (CP) 8% per D.O 197 s 2016 18,079.30
I. Value Added Tax (VAT) 5% per D.O 197 s 2016 13,333.48
J. Total Unit Cost 19.00

gerald_0101
 DETAILED UNIT PRICE ANALYSIS

PROJECT NAME : Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
Item No./Description : 200(1) Aggregate Subbase Course
Unit of Measurement : cu.m.
Output per hour : 50.00
Quantity : 9,220.00

Designation No. of Person No. of Days Daily Rate Amount

A. Labor
a. Construction Foreman 1 23.05 611.92 14,104.76
b. Laborer 2 23.05 342.24 15,777.26

Sub-total for A P 29,882.02

Name and Capacity No. of Equip. No. of Days Daily Rate Amount

B Equipment, (2014 ACEL Rates)

a. Road Grader 1 23.05 17,384.00 400,701.20
b. Road Roller 1 23.05 13,216.00 304,628.80
c. Water Truck 1 5.76 19,600.00 112,945.00

Sub-total for B P 818,275.00

C. Total (A+B) P 848,157.02
D. Output/day 400.00 cu.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials
a. Aggregate Subbase Course 10,603.00 cu.m. 1,005.60 10,662,376.80
(w/ Shrinkage of 15%)

Sub-total for E P 10,662,376.80

F. Direct Cost (C+E) 11,510,533.82
G. Overhead, Contingencies and Miscellaneous 10% per D.O 197 s 2016 1,151,053.38
H. Contractor's Profit (CP) 8% per D.O 197 s 2016 920,842.71
I. Value Added Tax (VAT) 5% per D.O 197 s 2016 679,121.50
J. Total Unit Cost 1,546.81

gerald_0101
 DETAILED UNIT PRICE ANALYSIS

PROJECT NAME : Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
Item No./Description : 300(1) Aggregate Surface Course
Unit of Measurement : cu.m.
Output per hour : 50.00
Quantity : 1,185.00

Designation No. of Person No. of Days Daily Rate Amount

A. Labor
a. Construction Foreman 1 2.96 611.92 1,812.81
b. Laborer 2 2.96 342.24 2,027.77

Sub-total for A P 3,840.59

Name and Capacity No. of Equip. No. of Days Daily Rate Amount

B Equipment, (2014 ACEL Rates)

a. Road Grader 1 2.96 17,384.00 51,500.10
b. Road Roller 1 2.96 13,216.00 39,152.40
c. Water Truck 1 0.74 19,600.00 14,516.25

Sub-total for B P 105,168.75

C. Total (A+B) P 109,009.34
D. Output/day 400.00 cu.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials
a. Aggregate Surface Course 1,362.75 cu.m. 1,105.60 1,506,656.40
(w/ shrinkage of 15%)

Sub-total for E P 1,506,656.40

F. Direct Cost (C+E) 1,615,665.74
G. Overhead, Contingencies and Miscellaneous 10% per D.O 197 s 2016 161,566.57
H. Contractor's Profit (CP) 8% per D.O 197 s 2016 129,253.26
I. Value Added Tax (VAT) 5% per D.O 197 s 2016 95,324.28
J. Total Unit Cost 1,689.29

gerald_0101
 DETAILED UNIT PRICE ANALYSIS

PROJECT NAME : Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
Item No./Description : 311(1)e1 Portland Cement Concrete Pavement-using Conventional Method, 0.28m thick
Unit of Measurement : sq.m.
Output per hour : 57.70
Quantity : 15,939.00

Designation No. of Person No. of Days Daily Rate Amount

A. Labor
a. Construction Foreman 1 34.53 611.92 21,129.53
b. Skilled 4 34.53 443.20 61,214.60
c. Laborer 12 34.53 342.24 141,810.14

Sub-total for A P 224,154.27

Name and Capacity No. of Equip. No. of Days Daily Rate Amount

B Equipment, (2014 ACEL Rates)

a. Transit Mixer 4 34.53 10,544.00 1,456,332.89
b. Concrete Vibrator 2 34.53 730.00 50,413.65
c. Batching Plant 1 34.53 14,076.00 486,042.82
d. Pay Loader 1 34.53 13,864.00 478,722.48
e. Concrete Screeder 1 34.53 4,360.00 150,550.35
f. Water Truck 1 34.53 19,600.00 676,785.96
g. Concrete Saw 1 34.53 261.04 9,013.68
h. Bar Cutter 1 3.45 1,758.00 6,070.36
Minor Tools (5% of labor) 11,207.71
Sub-total for B P 3,325,139.90
C. Total (A+B) P 3,549,294.17
D. Output/day 461.60 sq.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials
a. Reinforcing Steel Bar 7,969.50 kg 40.00 318,780.00
b. Curing Compound 4,622.31 lit 40.00 184,892.40
c. Asphalt Sealant 2,709.63 lit 75.00 203,222.25
d. Sand 2,454.61 cu.m 1,105.60 2,713,812.39
e. Gravel 4,462.92 cu.m 1,205.60 5,380,496.35
f. Cement 42,397.74 bag 264.84 11,228,708.75
g. Concrete Saw 2.39 pc 8,000.00 19,126.80
h. Pipe Sleeve, 2" dia. 124.32 l.m 133.00 16,535.12
i. Grease/Tar 124.32 lit 21.00 2,610.81
j. Steel Forms 7,331.94 lit 60.00 439,916.40

Sub-total for E P 20,508,101.27

F. Direct Cost (C+E) 24,057,395.44
G. Overhead, Contingencies and Miscellaneous 10% per D.O 197 s 2016 2,405,739.54
H. Contractor's Profit (CP) 8% per D.O 197 s 2016 1,924,591.64
I. Value Added Tax (VAT) 5% per D.O 197 s 2016 1,419,386.33
J. Total Unit Cost 1,870.07
gerald_0101
 DETAILED UNIT PRICE ANALYSIS

PROJECT NAME : Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
Item No./Description : 404(1)a Reinforcing Steel Bar, Grade 40
Unit of Measurement : kg.
Output per hour : 180.00
Quantity : 2,266.00

Designation No. of Person No. of Days Daily Rate Amount

A. Labor
a. Construction Foreman 1 1.57 611.92 962.92
b. Skilled 2 1.57 443.20 1,394.85
c. Laborer 8 1.57 342.24 4,308.42

Sub-total for A P 6,666.19

Name and Capacity No. of Equip. No. of Days Daily Rate Amount

B Equipment, (2014 ACEL Rates)

a. Bar Cutter 1 0.79 1,758.00 1,383.20

b. Bar Bender 1 0.79 2,812.00 2,212.50
c. Cargo Truck 1 0.24 6,264.00 1,478.57

Sub-total for B P 5,074.27

C. Total (A+B) P 11,740.46
D. Output/day 1,440.00 kg. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials

a. Tie Wire 47.59 kgs 70.00 3,331.02

b. Reinforcing Steel Bar, Grade 40 2,379.30 kgs 40.00 95,172.00

Sub-total for E P 98,503.02

F. Direct Cost (C+E) 110,243.48
G. Overhead, Contingencies and Miscellaneous 10% per D.O 197 s 2016 11,024.35
H. Contractor's Profit (CP) 8% per D.O 197 s 2016 8,819.48
I. Value Added Tax (VAT) 5% per D.O 197 s 2016 6,504.37
J. Total Unit Cost 60.28

gerald_0101
 DETAILED UNIT PRICE ANALYSIS

PROJECT NAME : Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
Item No./Description : 500(1a)3 RC Culvert Pipe, 910 mm (36" dia.)
Unit of Measurement : ln.m
Output per hour : 1.75
Quantity : 37.00

Designation No. of Person No. of Days Daily Rate Amount

A. Labor
a. Construction Foreman 1 2.64 611.92 1,617.22
b. Skilled Laborer 2 2.64 443.20 2,342.63
c. Laborer 4 2.64 342.24 3,617.97

Sub-total for A P 7,577.81

Name and Capacity No. of Equip. No. of Days Daily Rate Amount

B Equipment, (2014 ACEL Rates)

a. Backhoe 1 1.32 12,296.00 16,248.29
b. Plate Compactor 1 1.32 984.00 1,300.29
Minor Tools (10% of Labor) 757.78

Sub-total for B P 18,306.35

C. Total (A+B) P 25,884.16
D. Output/day 14.00 ln.m /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials

a. Portland Cement 39.96 bag 264.84 10,583.09

b. Sand 2.26 cu.m 1,105.60 2,495.34
c. RC Pipes (910 mm dia.) 37.00 pc 1,835.00 67,895.00
d. Sand Bedding 4.74 cu.m 1,105.60 5,236.12

Sub-total for E P 86,209.55

F. Direct Cost (C+E) 112,093.72
G. Overhead, Contingencies and Miscellaneous 10% per D.O 197 s 2016 11,209.37
H. Contractor's Profit (CP) 8% per D.O 197 s 2016 8,967.50
I. Value Added Tax (VAT) 5% per D.O 197 s 2016 6,613.53
J. Total Unit Cost 3,753.62

gerald_0101
 DETAILED UNIT PRICE ANALYSIS

PROJECT NAME : Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
Item No./Description : 506(1) Stone Masonry
Unit of Measurement : cu.m
Output per hour : 1.56
Quantity : 78.00

Designation No. of Person No. of Days Daily Rate Amount

A. Labor
a. Construction Foreman 1 6.24 611.92 3,818.38
b. Skilled Laborer 2 6.24 443.20 5,531.14
c. Laborer 8 6.24 342.24 17,084.62

Sub-total for A P 26,434.14

Name and Capacity No. of Equip. No. of Days Daily Rate Amount

B Equipment, (2014 ACEL Rates)

a. One Bagger Mixer 1 6.24 1,376.00 8,586.24
b. Water Truck 1 0.31 19,600.00 6,115.20
c. Backhoe 1 0.62 12,296.00 7,672.70
Minor Tools (10% of Labor) 2,643.41

Sub-total for B P 25,017.56

C. Total (A+B) P 51,451.70
D. Output/day 12.50 cu.m /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials

a. Cement 429.00 bag 264.84 113,617.28

b. Sand 23.40 cu.m 1,105.60 25,871.04
c. Gravel Fill 1.56 cu.m 1,205.60 1,880.74
d. Weep Holes (PVC) 23.40 ln.m 133.00 3,112.20
e. Filter Cloth 1.17 sq.m 160.00 187.20
f. Boulders 81.90 cu.m 1,360.60 111,433.14
Miscellaneous (1% of Materials) 2,561.02

Sub-total for E P 258,662.62

F. Direct Cost (C+E) 310,114.31
G. Overhead, Contingencies and Miscellaneous 10% per D.O 197 s 2016 31,011.43
H. Contractor's Profit (CP) 8% per D.O 197 s 2016 24,809.14
I. Value Added Tax (VAT) 5% per D.O 197 s 2016 18,296.74
J. Total Unit Cost 4,926.05

gerald_0101
 DETAILED UNIT PRICE ANALYSIS

PROJECT NAME : Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
Item No./Description : B.5 Project Billboard
Unit of Measurement : Unit
Output per hour :
Quantity : 2.00

Designation No. of Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman 1 0.25 611.92 152.98

b. Carpenters 1 0.25 443.20 110.80
c. Laborer 2 0.25 342.24 171.12

Sub-total for A P 434.90

Name and Capacity No. of Equip. No. of Days Daily Rate Amount

B Equipment, (2014 ACEL Rates)

Sub-total for B P 0.00

C. Total (A+B) P 434.90
D. Output/day 0.00 Unit /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials

a. Marine Plywood 3/16" thk. X 4' x 8' 2.00 pc 475.00 950.00

b. Tarpaulin (4' x 8') 2.00 pc 800.00 1,600.00
c. Assorted Sizes Lumber 100.00 bd. Ft 20.00 2,000.00
d. Assorted Sizes CW Nails 2.00 kg 58.00 116.00

Sub-total for E P 4,666.00

F. Direct Cost (C+E) 5,100.90
G. Overhead, Contingencies and Miscellaneous 10% per D.O 197 s 2016 510.09
H. Contractor's Profit (CP) 8% per D.O 197 s 2016 408.07
I. Value Added Tax (VAT) 5% per D.O 197 s 2016 300.95
J. Total Unit Cost 3,160.01

gerald_0101
 DETAILED UNIT PRICE ANALYSIS

PROJECT NAME : Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
Item No./Description : B.7 Construction Safety and Health Program
Unit of Measurement : L.S
Output per hour :
Quantity : 1.00

Designation No. of Person No. of Days Daily Rate Amount

A. Labor

a. Safety Practitioner 1 72.00 611.92 44,058.24

b. First Aider 1 144.00 443.20 63,820.80

Sub-total for A P 107,879.04

Name and Capacity No. of Equip. No. of Days Daily Rate Amount

B Equipment, (2014 ACEL Rates)

Sub-total for B P 0.00

C. Total (A+B) P 107,879.04
D. Output/day 0.00 L.S /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials

a. Pairs, Rubber Boots Men, Long with 24.00 pair 400.00 9,600.00
Steel Toe, Black
b. Pairs, Working Gloves (Maong 24.00 pair 15.00 360.00
Materials)
c. Pcs. Rain Coats (Rain Forced, Hip 24.00 pcs 100.00 2,400.00
Length Small, Medium & Large)
Sub-total for E P 12,360.00
F. Direct Cost (C+E) 120,239.04
G. Overhead, Contingencies and Miscellaneous per D.O 197 s 2016 0.00
H. Contractor's Profit (CP) 8% per D.O 197 s 2016 9,619.12
I. Value Added Tax (VAT) 5% per D.O 197 s 2016 6,492.91
J. Total Unit Cost 136,351.07

gerald_0101
 DETAILED UNIT PRICE ANALYSIS

PROJECT NAME : Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
Item No./Description : B.9 Mobilization and Demobilization
Unit of Measurement : L.S
Output per hour :
Quantity : 1.00

Designation No. of Person No. of Days Daily Rate Amount

A. Labor

Sub-total for A P 0.00

Name and Capacity No. of Equip. No. of Days Daily Rate Amount

B Equipment, (2014 ACEL Rates)

a. Low Bed Trailer 2 2.00 34,043.00 136,172.00

b. Water Truck 1 2.00 19,600.00 39,200.00
c. Backhoe 2 2.00 12,296.00 49,184.00
d. Payloader 2 2.00 13,864.00 55,456.00
e. Dumptruck 4 2.00 11,360.00 90,880.00
f. Bullduzer 1 2.00 27,032.00 54,064.00
g. Road Roller 1 2.00 13,216.00 26,432.00
h. Road Grader 1 2.00 17,384.00 34,768.00

Sub-total for B P 486,156.00

C. Total (A+B) P 486,156.00
D. Output/day 0.00 L.S /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials

Sub-total for E P 0.00

F. Direct Cost (C+E) 486,156.00
G. Overhead, Contingencies and Miscellaneous per D.O 197 s 2016 0.00
H. Contractor's Profit (CP) per D.O 197 s 2016 0.00
I. Value Added Tax (VAT) 5% per D.O 197 s 2016 24,307.80
J. Total Unit Cost 510,463.80

gerald_0101
 DETAILED UNIT PRICE ANALYSIS

PROJECT NAME : Road Widening including Drainage of Pagadian City - Zamboanga City Road, Zamboanga del Sur, 2nd DEO

Item No./Description : A.1.1(3) Construction of Field Office for the Engineer

Unit of Measurement : LS
Output per hour :
Quantity : 1.00

Designation No. of Person No. of Days Daily Rate Amount

A. Labor
a. Construction Foreman 1 10.00 611.92 6,119.20
b. Masons 3 10.00 443.20 13,296.00
c. Carpenters 3 10.00 443.20 13,296.00
d. Laborers 6 10.00 342.24 20,534.40
Sub-total for A P 53,245.60
Name and Capacity No. of Equip. No. of Days Daily Rate Amount
B Equipment, (2014 ACEL Rates)
a. Bagger Mixer 1 5.00 1,376.00 6,880.00
b. Water Truck 1 1.00 19,600.00 19,600.00
Minor Tools (10% of Labor) 5,324.56
Sub-total for B P 31,804.56
C. Total (A+B) P 85,050.16
D. Output/day 0.00 LS /day
Name and Specifications Quantity Unit Unit Cost Amount
E. Materials
I. Earthworks (Excavation, Embankment, Bedding)
a. Gravel Bedding 3.50 cu.m 1,205.60 4,219.60
b. Selected Fill 10.00 cu.m 886.60 8,866.00
c. Soil Poisoning 2.50 lit 1,900.00 4,750.00
II. Concrete Works (Footing, Columns, Beams & Slab on Grade)
a. Portland Cement 90.00 bag 264.84 23,835.79
b. Crushed Gravel 20.00 cu.m 1,205.60 24,112.00
c. Washed Sand 17.00 cu.m 1,105.60 18,795.20
III. Reinforcing Bars(Footing Columns, Beams, & Slabs on Grade)
a. Deformed Round Bar, Grade 40 500.00 kg 40.00 20,000.00
b. No. 16 GI Tie Wire 20.00 kg 70.00 1,400.00
IV. Formworks (Columns & Beams)
a. Coco Lumber 400.00 bd.ft 20.00 8,000.00
b. Ordinary Plywood, 1/4"x4'x8' 18.00 pc 520.00 9,360.00
c. CWN, Assorted 5.00 kg 58.00 290.00
V. Masonry Works (masonry walls & plastering)
a. CHB 6" thk 650.00 pc 18.00 11,700.00
b. Portland Cement 50.00 bag 264.84 13,242.11
c. Washed Sand 10.00 cu.m 1,105.60 11,056.00
d. 10mm dia. X 6m RSB 75.00 kg 43.00 3,225.00
e. No. 16 GI Tie Wire 2.50 kg 70.00 175.00
VI. Doors and Windows
a. D-1, Hollow Core Flush Type swing door, 2.00 set 1,765.27 3,530.54
complete w/ accessories, 0.90mx2.1m

b. W-1, Jalousie window, 1.4m x 1.2m 2.00 set 924.00 1,848.00

c. W-2, Jalousie window, 2.8m x 1.2m 2.00 set 1,848.00 3,696.00
Sub-Total for E 172,101.24
Sub-total for E P 315,627.59
F. Direct Cost (C+E) 400,677.75
G. Overhead, Contingencies and Miscellaneous 10% per D.O 197 s 2016 40,067.77
H. Contractor's Profit (CP) 8% per D.O 197 s 2016 32,054.22
I. Value Added Tax (VAT) 5% per D.O 197 s 2016 23,639.99
J. Total Unit Cost 496,439.73
 DETAILED UNIT PRICE ANALYSIS

PROJECT NAME : Road Widening including Drainage of Pagadian City - Zamboanga City Road, Zamboanga del Sur, 2nd DEO

Item No./Description : A.1.1(3) Construction of Field Office for the Engineer

Unit of Measurement : LS
Output per hour :
Quantity : 1.00
Designation No. of Person No. of Days Daily Rate Amount
A. Labor
a. Construction Foreman 1 16.00 611.92
b. Masons 3 16.00 443.20
c. Carpenters 3 16.00 443.20
d. Laborers 6 16.00 342.24
Sub-total for A P 0.00
Name and Capacity No. of Equip. No. of Days Daily Rate Amount
B Equipment, (2014 ACEL Rates)
a. Bagger Mixer 1 5.00 1,376.00
b. Water Truck 1 1.00 19,600.00
Minor Tools (10% of Labor)
Sub-total for B P 0.00
C. Total (A+B) P 0.00
D. Output/day 0.00 LS /day
Name and Specifications Quantity Unit Unit Cost Amount
E. Materials
VII.Steel Works
a. 65 x 65 x 6mm. L 300.00 kg 48.00 14,400.00
b. 50 x 50 x 6mm. L 200.00 kg 48.00 9,600.00
c. 50 x 50 x 4mm. L 100.00 kg 48.00 4,800.00
d. Purlins C- 150 x 50 x 3mm. 19.00 kg 45.00 855.00
e. 16mm dia. Cross bracing 32.00 kg 50.00 1,600.00
f. 16mm dia. Turn buckle 15.00 pc 123.00 1,845.00
g. 12mm thk base plate 22.00 kg 45.00 990.00
h. 10mm thk batten plate 15.00 kg 45.00 675.00
i. 10mm dia. Sag rod 7.50 kg 50.00 375.00
j. 20mm dia. X 350 mm anchor bolts 7.00 pc 60.00 420.00
k. Welding Rod 12.50 kg 125.00 1,562.50
l. Primer, Zinc Cromate 5.00 gal 531.00 2,655.00
VIII Roofing Works
a. Pre-painted GI Roofing Sheet long span 55.00 sq.m 420.00 23,100.00
b. Pre-painted ridge roll ga 24, 0.60m width 10.00 ln.m 189.00 1,890.00
c. Pre-painted flashing, ga. 24 2.00 ln.m 189.00 378.00
d. Teckscrew 11/2" 500.00 pc 1.25 625.00
e. Roof Sealant 2.00 lit 242.84 485.68
IX. Carpentry Works
a. Rough Lumber, sun dried tanguile 350.00 bd.ft 37.00 12,950.00
b. Plywood, ordinary 1/4" x 4' x 8' 30.00 pc 350.00 10,500.00
c. Finishing Nails 5.00 kg 74.00 370.00
d. Common Wire Nails 10.00 kg 74.00 740.00
e. Wood Preservative Brown 5.00 lit 900.00 4,500.00

Sub-Total for E 95,316.18

Sub-total for E P 95,316.18
F. Direct Cost (C+E)
G. Overhead, Contingencies and Miscellaneous 10% per D.O 197 s 2016
H. Contractor's Profit (CP) 8% per D.O 197 s 2016
I. Value Added Tax (VAT) 5% per D.O 197 s 2016
J. Total Unit Cost
 DETAILED UNIT PRICE ANALYSIS
PROJECT NAME : Road Widening including Drainage of Pagadian City - Zamboanga City Road, Zamboanga del Sur, 2nd DEO

Item No./Description : A.1.1(3) Construction of Field Office for the Engineer

Unit of Measurement : LS
Output per hour :
Quantity : 1.00

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials
X. Electrical Works
a. 2 x 40w Flourescent lighting fixtures 5.00 set 1,500.00 7,500.00
b. Porcelain Ceiling Outlet w/ female socket 2.00 pc 50.00 100.00
c. douplex Convinience outlet 3.00 pc 170.00 510.00
d. two gang switch 3.00 pc 132.00 396.00
e. 3.5mm2 thw 3.00 roll 3,600.00 10,800.00
f. 8.00mm2 thw 25.00 m 69.33 1,733.25
g. 15mm dia. PVC pipe 20.00 pc 76.00 1,520.00
h. 15mm dia. PVC Coupling 25.00 pc 27.00 675.00
i. 15mm dia. PVC Elbow 25.00 pc 26.00 650.00
j. 15mm dia. PVC Clamp 55.00 pc 8.00 440.00
k. 20mm dia. RSC Pipe 4.00 pc 240.00 960.00
l. 20mm dia. RSC Coupling 3.00 pc 36.00 108.00
m. 20mm dia. RSC elbow 3.00 pc 30.00 90.00
n. 20mm dia. RSC Clamp 10.00 pc 18.00 180.00
o. 20mm dia. Service entrance cap 2.00 pc 101.49 202.98
p. wire holder 2.00 pc 50.00 100.00
q. utility box 7.00 pc 32.00 224.00
r. octagonal box 8.00 pc 34.00 272.00
s. electrical tape (big) 7.00 pc 28.00 196.00
t. panel board (side main w/ braches) 2.00 set 3,000.00 6,000.00
XI. Plumbing Works
a. Water Closet (include. Fitting & Accessories) 1.00 set 7,631.94 7,631.94
b. Lavatory (include fitting & Accessories) 1.00 set 5,000.00 5,000.00
c. 1/2" GI Pipe S-40 2.00 pc 292.00 584.00
d. 1/2" Water Faucet 2.00 pc 165.00 330.00
e. 1/2" Assorted Connector 8.00 pc 19.00 152.00
f. 4" PVC series 1000 1.00 pc 640.00 640.00
g. 2" PVC series 1000 1.00 pc 305.00 305.00
h. 4" PVC assorted Connector 6.00 pc 77.00 462.00
i. 2" PVC assorted Connector 8.00 pc 56.00 448.00

Sub-Total for E 48,210.17

Sub-total for E P 48,210.17
F. Direct Cost (C+E)
G. Overhead, Contingencies and Miscellaneous 10% per D.O 197 s 2016
H. Contractor's Profit (CP) 8% per D.O 197 s 2016
I. Value Added Tax (VAT) 5% per D.O 197 s 2016
J. Total Unit Cost
 DETAILED UNIT PRICE ANALYSIS
PROJECT NAME : Road Widening including Drainage of Pagadian City - Zamboanga City Road, Zamboanga del Sur, 2nd DEO

Item No./Description : A.1.1(11) Prov. Of Furniture/Fixtures, Equipment and Appliances for the Field Office for the Engineer
Unit of Measurement : LS
Output per hour :
Quantity : 1.00
Designation No. of Person No. of Days Daily Rate Amount
A.
Sub-total for A P 0.00
Name and Capacity No. of Equip. No. of Days Daily Rate Amount
B
Sub-total for B P 0.00
C. Total (A+B) P 0.00
D. Output/day 0.00 LS /day
Name and Specifications Quantity Unit Unit Cost Amount
E. Materials
Office Equipment/Facilities & Supplies
a. Office Table, Executive type w/ chair 2.00 unit 7,000.00 14,000.00
b. 1/2" wooden office table 2.00 each 2,830.00 5,660.00
c. Drawing Table 2.00 unit 5,000.00 10,000.00
d. Electric Desk Fan 3.00 unit 1,370.00 4,110.00
e. Folding Beds, Good Quality 3.00 each 2,700.00 8,100.00
f. 6" sleeping beds w/ pillows and blanket 3.00 each 5,000.00 15,000.00
g. Double burner gas stove (Gasul) 1.00 unit 3,700.00 3,700.00
h. 10 cups Rice Cooker 1.00 unit 2,500.00 2,500.00
i. Aluminum Cookware 1.00 set 3,500.00 3,500.00
j. Plate, Glass, Spoon and fork 1.00 dozen 2,000.00 2,000.00
k. 6 seater dinning table 1.00 each 2,800.00 2,800.00
l. Monoblock Backrest chair 2.00 dozen 2,500.00 5,000.00
m. Plastic Pail & Basin 2.00 pc 500.00 1,000.00
n. White Board 3.00 Unit 7,000.00 21,000.00
o. Bond Paper (Long) 20.00 ream 300.00 6,000.00
p. Bond Paper (Short) 20.00 ream 270.00 5,400.00
q. Yellow Pad 6.00 pad 35.00 210.00
r. White Board Marker 10.00 pc 75.00 750.00
s. Sign Pen (assorted color) 2.00 dozen 650.00 1,300.00
t. Ballpen (assorted color) 4.00 box 180.00 720.00
u. Mechanical Pencil 6.00 unit 350.00 2,100.00
v. Pencil Lead, No. 5 4.00 box 145.00 580.00
w. Puncher 1.00 Unit 253.32 253.32
x. Staple Pad w/ wire 2.00 Unit 275.00 550.00
y. Cutter Blade 2.00 box 240.00 480.00
z. Scotch Tape 10.00 roll 45.00 450.00
aa Brown Envelop 7.00 dozen 125.00 875.00
bb Folder, Long 7.00 dozen 85.00 595.00
cc Folder, Short 7.00 dozen 70.00 490.00
dd Data File Folder 12.00 pc 85.00 1,020.00
ee Desktop w/ complete accessories 1.00 unit 60,000.00 60,000.00
ff Printer (3in1) 1.00 unit 20,000.00 20,000.00
gg Camera 2.00 unit 15,000.00 30,000.00
Lighting/Water Fixtures
a. Electric Bill 3.20 mons 1,200.00 3,840.00
b. Water Bill 3.20 mons 1,000.00 3,200.00
c. LPG Gasul (11 kg) 3.20 mons 1,000.00 3,200.00
Sub-Total for E 240,383.32
Sub-total for E P 240,383.32
F. Direct Cost (C+E) 240,383.32
G. Overhead, Contingencies and Miscellaneous per D.O 197 s 2016
H. Contractor's Profit (CP) per D.O 197 s 2016
I. Value Added Tax (VAT) 5% per D.O 197 s 2016 12,019.17
J. Total Unit Cost 252,402.49
 DETAILED UNIT PRICE ANALYSIS

PROJECT NAME : Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
Item No./Description : 612(1) Reflectorized Thermoplastic Pavement Markings (White)
Unit of Measurement : sq.m
Output per hour : 25.00
Quantity : 595.00

Designation No. of Person No. of Days Daily Rate Amount

A. Labor

a. Construction Foreman 1 2.98 611.92 1,820.46

b. Skilled Laborer 2 2.98 443.20 2,637.04
c. Laborer 6 2.98 342.24 6,108.98

Sub-total for A P 10,566.49

Name and Capacity No. of Equip. No. of Days Daily Rate Amount

B Equipment, (2014 ACEL Rates)

a. Cargo Truck/Delivery Truck 1 2.98 9,696.00 28,845.60

b. Applicator Machine 1 2.98 750.00 2,231.25
c. Kneading Machine 1 2.98 1,500.00 4,462.50
Minor Tools (10% of labor)

Sub-total for B P 35,539.35

C. Total (A+B) P 46,105.84
D. Output/day 200.00 sq.m /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials
a. Thermoplastic Paint (white) 193.38 bag 1,585.00 306,499.38
b. Glass Beads 19.64 bag 2,500.00 49,087.50
c. Primer 71.40 liter 180.00 12,852.00
d. LPG (50 kg.) 2.38 cyl 90.00 214.20
e. LPG (12 kg.) 1.19 cyl 50.00 59.50
f. Calsumine 74.38 kg 5.00 371.88
Miscellaneous (5% of Materials) 18,454.22

Sub-total for E P 387,538.67

F. Direct Cost (C+E) 433,644.51
G. Overhead, Contingencies and Miscellaneous 10% per D.O 197 s 2016 43,364.45
H. Contractor's Profit (CP) 8% per D.O 197 s 2016 34,691.56
I. Value Added Tax (VAT) 5% per D.O 197 s 2016 25,585.03
J. Total Unit Cost 903.00

gerald_0101
 DETAILED UNIT PRICE ANALYSIS

PROJECT NAME : Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
Item No./Description : B.7 Construction Survey and Staking
Unit of Measurement : Km.
Output per hour : 0.04
Quantity : 2.38

Designation No. of Person No. of Days Daily Rate Amount

A. Labor
(For Field Works)
a. Geodetic Engineer 1 7.93 833.31 6,608.15
b. Skilled Laborer 3 7.93 443.20 10,543.73
c. Laborer 3 7.93 342.24 8,141.89
(For Office Works)
a. Geodetic Engineer 1 23.79 833.31 19,824.44
b. Skilled Laborer 2 23.79 443.20 21,087.46
Sub-total for A P 66,205.67

Name and Capacity No. of Equip. No. of Days Daily Rate Amount

B Equipment, (2014 ACEL Rates)

a. Total Station w/ complete 1 7.93 800.00 6,344.00

accessories
Minor Tools (10% of labor) 6,620.57

Sub-total for B P 12,964.57

C. Total (A+B) P 79,170.23
D. Output/day 0.30 Km. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials
a. Standard Stake Plan (800 mm x 910 mm) 35.00 pcs 200.00 7,000.00
b. Blue Printing 175.00 pcs 40.00 7,000.00
Miscellaneous (5% of Materials) 700.00

Sub-total for E P 14,700.00

F. Direct Cost (C+E) 93,870.23
G. Overhead, Contingencies and Miscellaneous 10% per D.O 197 s 2016 9,387.02
H. Contractor's Profit (CP) 8% per D.O 197 s 2016 7,509.62
I. Value Added Tax (VAT) 5% per D.O 197 s 2016 5,538.34
J. Total Unit Cost 48,888.28

gerald_0101
 DETAILED UNIT PRICE ANALYSIS

PROJECT NAME : Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
Item No./Description : 104(1a)1 Embankment (from Excavation)
Unit of Measurement : cu.m.
Output per hour : 50.00
Quantity : 4,402.00

Designation No. of Person No. of Days Daily Rate Amount

A. Labor
For Excavation Work
a. Construction Foreman 1 9.13 611.92 5,589.37
b. Laborer 2 9.13 342.24 6,252.14
Spreading & Compaction
a. Construction Foreman 1 11.01 611.92 6,734.18
b. Laborer 2 11.01 342.24 7,532.70

Sub-total for A P 26,108.39

Name and Capacity No. of Equip. No. of Days Daily Rate Amount

B Equipment, (2014 ACEL Rates)

For Excavation Work
a. Road Grader 1 9.13 27,032.00 246,914.34
b. Road Roller 1 9.13 13,864.00 126,635.86
c. Water Truck 1 9.13 11,360.00 103,763.94
Spreading & Compaction
a. Road Grader 1 11.01 17,384.00 191,310.92
b. Road Roller 1 11.01 13,216.00 145,442.08
c. Water Truck 1 2.75 19,600.00 53,924.50

Sub-total for B P 867,991.64

C. Total (A+B) P 894,100.04
D. Output/day 400.00 cu.m. /day

Name and Specifications Quantity Unit Unit Cost Amount

E. Materials

Sub-total for E P 0.00

F. Direct Cost (C+E) 894,100.04
G. Overhead, Contingencies and Miscellaneous 10% per D.O 197 s 2016 89,410.00
H. Contractor's Profit (CP) 8% per D.O 197 s 2016 71,528.00
I. Value Added Tax (VAT) 5% per D.O 197 s 2016 52,751.90
J. Total Unit Cost 251.66

gerald_0101
 Department of Public Works and Highways

Bureau : DPWH
Region : IX
District/City : Zamboanga City
PROGRAM OF WORK
(For all types of Project)

NAME/LOCATION OF PROJECT : Approriation : P 71,000,000.00

Source of Funds : CY-2017
Road Widening including Drainage of Pagadian City - Issued Obligated Authority :
Zamboanga City Road, Zamboanga del Sur, 2nd DEO Released :
Cal. Days to Complete : 144.00 Cal. Days
PROJECT CATEGORY : Desirable Starting Date : Upon Approval
NATIONAL ROAD Mode of Implementation :

PROJECT DESCRIPTION : NET LENGTH :

K1681+892.00 - K1684+271.00
Scope of Work : Road Widening
Road Width :
Roadbed Width :
Subbase Course : 0.30 mtrs thick
Surface Course : 0.15 mtrs thick Net Length : 2,379.00 ln.m. / 2.379 km
MINIMUM EQUIPMENT REQUIREMENT : TECHNICAL PERSONNEL REQUIRED :

DESCRIPTION NO. DESCRIPTION NO. DESCRIPTION NO.

Dumptruck (10 Wheeler) 10 Water Pump 1 Project Engineer 1

Bullduzer 2 Portable Screed 1 Materials Engineer 1
Backhoe 3 Concrete Vibrator 2 Geometric Control 1
Road Grader 2 Concrete Cutter 2 Foreman 1
Road Roller 2 Bar Cutter 1 Materials Lab. Tech 1
Pay Loader 4 Bar Bender 1 Mason 10
Water Truck 2 Conc. Mixer (1-Bagger) 2 Carpenter 6
Water Tank 2 Plate Compactor 1 Laborers (Skilled) 10
Transit Mixer 4 Laborers (Unskilled) 20

ESTIMATED COST OF PROPOSED WORK

DIRECT COST
ITEM NO. DESCRIPTION % OF TOTAL UNIT QUANTITY
TOTAL UNIT COST
103(1a) Structure Excavation 0.095 cu.m. 192.00 44,182.20 230.12
103(3) Foundation Fill 0.029 cu.m. 10.00 13,356.78 1,335.68
103(6)a Pipe Culvert and Drain Excavation 0.067 cu.m. 137.00 31,525.84 230.12
104(1a)1 Embankment (from Excavation) 1.913 cu.m. 4,402.00 894,100.04 203.11
104(1b)1 Embankment (Selected Borrow) 12.147 cu.m. 5,944.00 5,677,952.50 955.24
105(1)a Subgrade Preparation 0.483 sq.m. 14,740.00 225,991.22 15.33
200(1) Aggregate Subbase Course 24.625 cu.m. 9,220.00 11,510,533.82 1,248.43
300(1) Aggregate Surface Course 3.456 cu.m. 1,185.00 1,615,665.74 1,363.43
Portland Cement Concrete Pavement-using
311(1)e1 Conventional Method, 0.28m thick
51.467 sq.m. 15,939.00 24,057,395.44 1,509.34

404(1)a Reinforcing Steel Bar, Grade 40 0.236 kg. 2,266.00 110,243.48 48.65
405 (1) a3 Structural Concrete, Class A 0.771 cu.m 54.00 360,367.42 6,673.47
500(1a)3 RC Culvert Pipe, 910 mm (36" dia.) 0.240 ln.m 37.00 112,093.72 3,029.56
506(1) Stone Masonry 0.663 cu.m 78.00 310,114.31 3,975.82
Reflectorized Thermoplastic Pavement
612(1) 0.928 sq.m 595.00 433,644.51 728.81
Markings (White)
Construction of Field Office for the
A.1.1(3) Engineer 0.857 LS 1.00 400,677.75 400,677.75

Prov. Of Furniture/Fixtures, Equipment

A.1.1(11) and Appliances for the Field Office for 0.514 LS 1.00 240,383.32 240,383.32
the Engineer
B.5 Project Billboard 0.011 Unit 2.00 5,100.90 2,550.45
B.7 Construction Safety and Health Program 0.257 L.S 1.00 120,239.04 120,239.04
B.9 Mobilization and Demobilization 1.040 L.S 1.00 486,156.00 486,156.00
B.7 Construction Survey and Staking 0.201 Km. 2.38 93,870.23 39,457.85
TOTAL 100.000 P 46,743,594.28
Name of Project : Road Widening including Drainage of Pagadian City - Zamboanga City Road, Zamboanga del
Sur, 2nd DEO

Station Limits : K1681+892.00 - K1684+271.00

BREAKDOWN OF ESTIMATED EXPENDITURES % OF TOTAL AMOUNT

I. ESTIMATED COST
A. DIRECT COST
A.1 Materials 55.67 39,527,966.97
A.2 Labor 0.90 642,018.56
A.3 Equipment Expenses 9.26 6,573,608.75

SUB-TOTAL (DIRECT COST) 65.84 P 46,743,594.28

B. INDIRECT COST (Per DO # 197 s. 2016)

B.1 Overhead, Contingency & Misc. 6.46 4,589,681.59
(10% Max. of D.C.)
B.2 Profit (8% Max. D.C.) 5.19 3,681,364.40

C. VAT (5% of D.C. and I.C. per D.O. # 197) 3.87 2,750,732.01

SUB-TOTAL (CONTRACT COST) 81.36 P 57,765,372.28

II. ESTIMATED GOVERNMENT EXPENDITURES

1 Engineering and Administrative Overhead (3.5%) 3.50 2,485,000.00
2 Detailed Engineering (1%)
3 Reserved for the Payment of RROW) 15.14 10,749,627.72
4 Physical Reserved

TOTAL ESTIMATED PROJECT COST 100.00 P 71,000,000.00

Prepared by: Submitted by:

JERALD R. BARRERA LEONCIO B. SOLAMILLO

Engineer II Chief, Construction Division

Recommending Approval: APPROVED:

CAYAMOMBAO D. DIA JORGE U. SEBASTIAN, JR., CESO III

OIC-Assistant Regional Director Regional Director
 APPROVED BUDGET FOR THE CONTRACT

Road Widening including Drainage of Pagadian City - Zamboanga City Road, Zamboanga del Sur, 2nd DEO
Project Name and Location

Station Limits : K1681+892.00 - K1684+271.00

Length : 2,379.00 ln.m. Contract Duration : 144.00 Calendar Days

Estimated Direct MARK-UP IN PERCENT TOTAL MARK-UPS

Item No. Description Quantity Unit VAT TOTAL INDIRECT COST TOTAL COST TOTAL COST
Cost OCM PROFIT % VALUE
(1) (2) (3) (4) (5) (6) (7) (8) (9) = (5)X(8) (10) = [(5)+(9)]*5% (11) = (9) + (10) (12) = (5) + (11) (13) = (12) / (3)
PART A FACILITIES FOR THE ENGINEER 10.00 8.00 18.00
A.1.1(3) Construction of Field Office for the Engineer 1.00 LS 400,677.75 10.00 8.00 18.00 72,121.99 23,639.99 95,761.98 496,439.73 496,439.73
A.1.1(11) Prov. Of Furniture/Fixtures, Equipment and Appliances for the Field
1.00
Office for the Engineer
LS 240,383.32 0.00 0.00 0.00 - 12,019.17 12,019.17 252,402.49 252,402.49
TOTAL OF PART A 641,061.07 72,121.99 35,659.15 107,781.15 748,842.22
PART B OTHER GENERAL REQUIREMENTS
B.5 Project Billboard 2.00 Unit 5,100.90 10.00 8.00 18.00 918.16 300.95 1,219.12 6,320.02 3,160.01
B.7 Construction Safety and Health Program 1.00 L.S 120,239.04 0.00 8.00 8.00 9,619.12 6,492.91 16,112.03 136,351.07 136,351.07
B.9 Mobilization and Demobilization 1.00 L.S 486,156.00 0.00 0.00 0.00 - 24,307.80 24,307.80 510,463.80 510,463.80
B.7 Construction Survey and Staking 2.38 Km. 93,870.23 10.00 8.00 18.00 16,896.64 5,538.34 22,434.99 116,305.22 48,888.28
TOTAL OF PART B 705,366.17 27,433.93 36,640.01 64,073.93 769,440.11
PART C EARTHWORKS
103(1a) Structure Excavation 192.00 cu.m. 44,182.20 10.00 8.00 18.00 7,952.80 2,606.75 10,559.55 54,741.75 285.11
103(3) Foundation Fill 10.00 cu.m. 13,356.78 10.00 8.00 18.00 2,404.22 788.05 3,192.27 16,549.05 1,654.91
103(6)a Pipe Culvert and Drain Excavation 137.00 cu.m. 31,525.84 10.00 8.00 18.00 5,674.65 1,860.02 7,534.68 39,060.52 285.11
104(1a)1 Embankment (from Excavation) 4,402.00 cu.m. 894,100.04 10.00 8.00 18.00 160,938.01 52,751.90 213,689.91 1,107,789.95 251.66
104(1b)1 Embankment (Selected Borrow) 5,944.00 cu.m. 5,677,952.50 10.00 8.00 18.00 1,022,031.45 334,999.20 1,357,030.65 7,034,983.15 1,183.54
105(1)a Subgrade Preparation 14,740.00 sq.m. 225,991.22 10.00 8.00 18.00 40,678.42 13,333.48 54,011.90 280,003.13 19.00
TOTAL OF PART C 6,887,108.59 1,239,679.55 406,339.41 1,646,018.95 8,533,127.55
PART D SUBBASE AND BASE COURSE
200(1) Aggregate Subbase Course 9,220.00 cu.m. 11,510,533.82 10.00 8.00 18.00 2,071,896.09 679,121.50 2,751,017.58 14,261,551.40 1,546.81
TOTAL OF PART D 11,510,533.82 2,071,896.09 679,121.50 2,751,017.58 14,261,551.40
PART E SURFACE COURSES
300(1) Aggregate Surface Course 1,185.00 cu.m. 1,615,665.74 10.00 8.00 18.00 290,819.83 95,324.28 386,144.11 2,001,809.85 1,689.29
Portland Cement Concrete Pavement-using Conventional
311(1)e1 15,939.00 sq.m. 24,057,395.44 10.00 8.00 18.00 4,330,331.18 1,419,386.33 5,749,717.51 29,807,112.95 1,870.07
Method, 0.28m thick
TOTAL OF PART E 25,673,061.18 4,621,151.01 1,514,710.61 6,135,861.62 31,808,922.80
PART F BRIDGE CONSTRUCTION
404(1)a Reinforcing Steel Bar, Grade 40 2,266.00 kg. 110,243.48 10.00 8.00 18.00 19,843.83 6,504.37 26,348.19 136,591.67 60.28
405 (1) a3 Structural Concrete, Class A 54.00 cu.m 360,367.42 10.00 8.00 18.00 64,866.14 21,261.68 86,127.81 446,495.24 8,268.43
TOTAL OF PART F 470,610.90 84,709.96 27,766.04 112,476.01 583,086.91
PART G DRAINAGE AND SLOPE PROTECTION STRUCTURES
500(1a)3 RC Culvert Pipe, 910 mm (36" dia.) 37.00 ln.m 112,093.72 10.00 8.00 18.00 20,176.87 6,613.53 26,790.40 138,884.12 3,753.62
506(1) Stone Masonry 78.00 cu.m 310,114.31 10.00 8.00 18.00 55,820.58 18,296.74 74,117.32 384,231.63 4,926.05
TOTAL OF PART G 422,208.03 75,997.45 24,910.27 100,907.72 523,115.75
PART H MISCELLANEOUS STRUCTURES
612(1) Reflectorized Thermoplastic Pavement Markings (White) 595.00 sq.m 433,644.51 10.00 8.00 18.00 78,056.01 25,585.03 103,641.04 537,285.55 903.00
TOTAL OF PART H 433,644.51 78,056.01 25,585.03 103,641.04 537,285.55
TOTAL 46,743,594.28 8,271,045.99 2,725,821.74 11,021,778.00 57,765,372.28

Prepared by: Recommending Approval: APPROVED:

BELEN A. SAPALLEDA CAYAMOMBAO D. DIA JORGE U. SEBASTIAN, JR., CESO III

Head TWG, BAC OIC-Assistant Regional Director Regional Director