detailed unit price analysis...detailed unit price analysis road widening including drainage of...
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PROJECT NAME :
Item No./Description : Structure Excavation
Unit of Measurement : cu.m.
Output per hour :
Quantity :
A. Labor
a. Construction Foreman
b. Laborers
P
B Equipment, (2014 ACEL Rates)
a. Dumptruck
b. Backhoe
Minor Tools (10% of Labor)
P
C. P
D. Output/day cu.m./day
E. Materials
P
F. Direct Cost (C+E)
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) per D.O 197 s 2016
J. Total Unit Cost
gerald_0101
196.64
5% 2,606.75
285.11
Sub-total for B 42,215.84
Sub-total for E 0.00
44,182.20
10% 4,418.22
8% 3,534.58
Total (A+B) 44,182.20
160.00
Name and Specifications Quantity Unit Unit Cost Amount
1 1.20 12,296.00 14,755.20
Name and Capacity No. of Equip. No. of Days Daily Rate Amount
2 1.20 11,360.00 27,264.00
3 1.20 342.24 1,232.06
Sub-total for A 1,966.37
Daily Rate Amount
1 1.20 611.92 734.30
103(1a)
20.00
192.00
Designation No. of Person No. of Days
DETAILED UNIT PRICE ANALYSIS
Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
PROJECT NAME :
Item No./Description : Foundation Fill
Unit of Measurement : cu.m.
Output per hour :
Quantity :
A. Labor
a. Construction Foreman
b. Laborer
P
B Equipment, (2014 ACEL Rates)
a. Plate Compactor
b. Water Truck
c. Minor Tools (10% of Labor)
P
C. P
D. Output/day cu.m. /day
E. Materials
a. Filling Materials
P
F. Direct Cost (C+E)
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) per D.O 197 s 2016
J. Total Unit Cost
gerald_0101
5% 788.05
1,654.91
11.50 cu.m. 886.60 10,195.90
Sub-total for E 10,195.90
13,356.78
10% 1,335.68
8% 1,068.54
Sub-total for B 1,180.00
Total (A+B) 3,160.88
10.00
Name and Specifications Quantity Unit Unit Cost Amount
1 1.00 984.00 984.00
1 0.01 19,600.00 196.00
Sub-total for A 1,980.88
Name and Capacity No. of Equip. No. of Days Daily Rate Amount
1 1.00 611.92 611.92
4 1.00 342.24 1,368.96
DETAILED UNIT PRICE ANALYSIS
Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
103(3)
1.25
10.00
Designation No. of Person No. of Days Daily Rate Amount
PROJECT NAME :
Item No./Description : Pipe Culvert and Drain Excavation
Unit of Measurement : cu.m.
Output per hour :
Quantity :
A. Labor
a. Construction Foreman
b. Laborer
P
B Equipment, (2014 ACEL Rates)
a. Dumptruck
b. Backhoe
Minor Tools (10% of Labor)
P
C. P
D. Output/day cu.m./day
E. Materials
a.
P
F. Direct Cost (C+E)
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) per D.O 197 s 2016
J. Total Unit Cost
gerald_0101
285.11
31,525.84
10% 3,152.58
8% 2,522.07
5% 1,860.02
Sub-total for E 0.00
Sub-total for B 30,122.76
Total (A+B) 31,525.84
160.00
Name and Specifications Quantity Unit Unit Cost Amount
140.31
2 0.86 11,360.00 19,454.00
1 0.86 12,296.00 10,528.45
Sub-total for A 1,403.09
Name and Capacity No. of Equip. No. of Days Daily Rate Amount
1 0.86 611.92 523.96
3 0.86 342.24 879.13
DETAILED UNIT PRICE ANALYSIS
Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
103(6)a
20.00
137.00
Designation No. of Person No. of Days Daily Rate Amount
PROJECT NAME :
Item No./Description : Embankment (Selected Borrow)
Unit of Measurement : cu.m.
Output per hour :
Quantity :
A. Labor
a. Construction Foreman
b. Laborer
P
B Equipment, (2014 ACEL Rates)
a. Road Grader
b. Road Roller
c. Water Truck
P
C. P
D. Output/day cu.m. /day
E. Materials
a. Common Borrow
P
F. Direct Cost (C+E)
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) per D.O 197 s 2016
J. Total Unit Cost
gerald_0101
1,183.54
5,677,952.50
10% 567,795.25
8% 454,236.20
5% 334,999.20
Sub-total for E 5,131,158.00
Sub-total for B 527,530.00
Total (A+B) 546,794.50
400.00
Name and Specifications Quantity Unit Unit Cost Amount
7,430.00 cu.m. 690.60 5,131,158.00
1 3.72 19,600.00 72,814.00
1 14.86 17,384.00 258,326.24
1 14.86 13,216.00 196,389.76
Sub-total for A 19,264.50
Name and Capacity No. of Equip. No. of Days Daily Rate Amount
1 14.86 611.92 9,093.13
2 14.86 342.24 10,171.37
5,944.00
Designation No. of Person No. of Days Daily Rate Amount
DETAILED UNIT PRICE ANALYSIS
Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
104(1b)1
50.00
PROJECT NAME :
Item No./Description : Subgrade Preparation
Unit of Measurement : sq.m.
Output per hour :
Quantity :
A. Labor
a. Construction Foreman
b. Laborer
P
B Equipment, (2014 ACEL Rates)
a. Road Grader
b. Road Roller
c. Water Truck
P
C. P
D. Output/day sq.m. /day
E. Materials
a.
P
F. Direct Cost (C+E)
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) per D.O 197 s 2016
J. Total Unit Cost
gerald_0101
19.00
225,991.22
10% 22,599.12
8% 18,079.30
5% 13,333.48
Sub-total for E 0.00
Sub-total for B 218,029.17
Total (A+B) 225,991.22
2,400.00
Name and Specifications Quantity Unit Unit Cost Amount
1 1.54 19,600.00 30,094.17
1 6.14 17,384.00 106,766.73
1 6.14 13,216.00 81,168.27
Sub-total for A 7,962.06
Name and Capacity No. of Equip. No. of Days Daily Rate Amount
1 6.14 611.92 3,758.21
2 6.14 342.24 4,203.85
14,740.00
Designation No. of Person No. of Days Daily Rate Amount
DETAILED UNIT PRICE ANALYSIS
Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
105(1)a
300.00
PROJECT NAME :
Item No./Description : Aggregate Subbase Course
Unit of Measurement : cu.m.
Output per hour :
Quantity :
A. Labor
a. Construction Foreman
b. Laborer
P
B Equipment, (2014 ACEL Rates)
a. Road Grader
b. Road Roller
c. Water Truck
P
C. P
D. Output/day cu.m. /day
E. Materials
a. Aggregate Subbase Course
(w/ Shrinkage of 15%)
P
F. Direct Cost (C+E)
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) per D.O 197 s 2016
J. Total Unit Cost
gerald_0101
Sub-total for E 10,662,376.80
1,546.81
11,510,533.82
10% 1,151,053.38
8% 920,842.71
5% 679,121.50
10,603.00 cu.m. 1,005.60 10,662,376.80
Sub-total for B 818,275.00
Total (A+B) 848,157.02
400.00
Name and Specifications Quantity Unit Unit Cost Amount
1 5.76 19,600.00 112,945.00
1 23.05 17,384.00 400,701.20
1 23.05 13,216.00 304,628.80
Sub-total for A 29,882.02
Name and Capacity No. of Equip. No. of Days Daily Rate Amount
1 23.05 611.92 14,104.76
2 23.05 342.24 15,777.26
9,220.00
Designation No. of Person No. of Days Daily Rate Amount
DETAILED UNIT PRICE ANALYSIS
Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
200(1)
50.00
PROJECT NAME :
Item No./Description : Aggregate Surface Course
Unit of Measurement : cu.m.
Output per hour :
Quantity :
A. Labor
a. Construction Foreman
b. Laborer
P
B Equipment, (2014 ACEL Rates)
a. Road Grader
b. Road Roller
c. Water Truck
P
C. P
D. Output/day cu.m. /day
E. Materials
a. Aggregate Surface Course
(w/ shrinkage of 15%)
P
F. Direct Cost (C+E)
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) per D.O 197 s 2016
J. Total Unit Cost
gerald_0101
5% 95,324.28
1,689.29
Sub-total for E 1,506,656.40
1,615,665.74
10% 161,566.57
8% 129,253.26
1,362.75 cu.m. 1,105.60 1,506,656.40
Sub-total for B 105,168.75
Total (A+B) 109,009.34
400.00
Name and Specifications Quantity Unit Unit Cost Amount
1 0.74 19,600.00 14,516.25
1 2.96 17,384.00 51,500.10
1 2.96 13,216.00 39,152.40
Sub-total for A 3,840.59
Name and Capacity No. of Equip. No. of Days Daily Rate Amount
2 2.96 342.24 2,027.77
Daily Rate Amount
1 2.96 611.92 1,812.81
300(1)
50.00
1,185.00
Designation No. of Person No. of Days
DETAILED UNIT PRICE ANALYSIS
Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
PROJECT NAME :
Item No./Description : Portland Cement Concrete Pavement-using Conventional Method, 0.28m thick
Unit of Measurement : sq.m.
Output per hour :
Quantity :
A. Labor
a. Construction Foreman
b. Skilled
c. Laborer
P
B Equipment, (2014 ACEL Rates)
a. Transit Mixer
b. Concrete Vibrator
c. Batching Plant
d. Pay Loader
e. Concrete Screeder
f. Water Truck
g. Concrete Saw
h. Bar Cutter
Minor Tools (5% of labor)
P
C. P
D. Output/day sq.m. /day
E. Materials
a. Reinforcing Steel Bar
b. Curing Compound
c. Asphalt Sealant
d. Sand
e. Gravel
f. Cement
g. Concrete Saw
h. Pipe Sleeve, 2" dia.
i. Grease/Tar
j. Steel Forms
P
F. Direct Cost (C+E)
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) per D.O 197 s 2016
J. Total Unit Cost
gerald_0101
1 3.45 1,758.00 6,070.36
1 34.53 19,600.00 676,785.96
1 34.53 261.04 9,013.68
4 34.53 10,544.00 1,456,332.89
5% 1,419,386.33
1,870.07
Sub-total for E 20,508,101.27
24,057,395.44
10% 2,405,739.54
8% 1,924,591.64
124.32 l.m 133.00 16,535.12
7,331.94 lit 60.00 439,916.40
124.32 lit 21.00 2,610.81
4,462.92 cu.m 1,205.60 5,380,496.35
42,397.74 bag 264.84 11,228,708.75
2,454.61 cu.m 1,105.60 2,713,812.39
2.39 pc 8,000.00 19,126.80
4,622.31 lit 40.00 184,892.40
2,709.63 lit 75.00 203,222.25
7,969.50 kg 40.00 318,780.00
Sub-total for B 3,325,139.90
Total (A+B) 3,549,294.17
461.60
Name and Specifications Quantity Unit Unit Cost Amount
11,207.71
1 34.53 13,864.00 478,722.48
1 34.53 4,360.00 150,550.35
2 34.53 730.00 50,413.65
1 34.53 14,076.00 486,042.82
Sub-total for A 224,154.27
Name and Capacity No. of Equip. No. of Days Daily Rate Amount
4 34.53 443.20 61,214.60
12 34.53 342.24 141,810.14
Daily Rate Amount
1 34.53 611.92 21,129.53
311(1)e1
57.70
15,939.00
Designation No. of Person No. of Days
DETAILED UNIT PRICE ANALYSIS
Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
PROJECT NAME :
Item No./Description : Reinforcing Steel Bar, Grade 40
Unit of Measurement : kg.
Output per hour :
Quantity :
A. Labor
a. Construction Foreman
b. Skilled
c. Laborer
P
B Equipment, (2014 ACEL Rates)
a. Bar Cutter
b. Bar Bender
c. Cargo Truck
P
C. P
D. Output/day kg. /day
E. Materials
a. Tie Wire
b. Reinforcing Steel Bar, Grade 40
P
F. Direct Cost (C+E)
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) per D.O 197 s 2016
J. Total Unit Cost
gerald_0101
5% 6,504.37
60.28
Sub-total for E 98,503.02
110,243.48
10% 11,024.35
8% 8,819.48
2,379.30 kgs 40.00 95,172.00
47.59 kgs 70.00 3,331.02
Sub-total for B 5,074.27
Total (A+B) 11,740.46
1,440.00
Name and Specifications Quantity Unit Unit Cost Amount
1 0.79 2,812.00 2,212.50
1 0.24 6,264.00 1,478.57
1 0.79 1,758.00 1,383.20
Sub-total for A 6,666.19
Name and Capacity No. of Equip. No. of Days Daily Rate Amount
2 1.57 443.20 1,394.85
8 1.57 342.24 4,308.42
Daily Rate Amount
1 1.57 611.92 962.92
404(1)a
180.00
2,266.00
Designation No. of Person No. of Days
DETAILED UNIT PRICE ANALYSIS
Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
PROJECT NAME :
Item No./Description : RC Culvert Pipe, 910 mm (36" dia.)
Unit of Measurement : ln.m
Output per hour :
Quantity :
A. Labor
a. Construction Foreman
b. Skilled Laborer
c. Laborer
P
B Equipment, (2014 ACEL Rates)
a. Backhoe
b. Plate Compactor
Minor Tools (10% of Labor)
P
C. P
D. Output/day ln.m /day
E. Materials
a. Portland Cement
b. Sand
c. RC Pipes (910 mm dia.)
d. Sand Bedding
P
F. Direct Cost (C+E)
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) per D.O 197 s 2016
J. Total Unit Cost
gerald_0101
DETAILED UNIT PRICE ANALYSIS
Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
500(1a)3
1.75
37.00
Designation No. of Person No. of Days Daily Rate Amount
1 2.64 611.92 1,617.22
757.78
2 2.64 443.20 2,342.63
4 2.64 342.24 3,617.97
Sub-total for B 18,306.35
Total (A+B) 25,884.16
14.00
Name and Specifications Quantity Unit Unit Cost Amount
Sub-total for A 7,577.81
Name and Capacity No. of Equip. No. of Days Daily Rate Amount
1 1.32 12,296.00 16,248.29
1 1.32 984.00 1,300.29
10% 11,209.37
39.96 bag 264.84 10,583.09
2.26 cu.m 1,105.60 2,495.34
37.00 pc 1,835.00 67,895.00
8% 8,967.50
5% 6,613.53
3,753.62
5,236.121,105.60cu.m4.74
Sub-total for E 86,209.55
112,093.72
PROJECT NAME :
Item No./Description : Stone Masonry
Unit of Measurement : cu.m
Output per hour :
Quantity :
A. Labor
a. Construction Foreman
b. Skilled Laborer
c. Laborer
P
B Equipment, (2014 ACEL Rates)
a. One Bagger Mixer
b. Water Truck
c. Backhoe
Minor Tools (10% of Labor)
P
C. P
D. Output/day cu.m /day
E. Materials
a. Cement
b. Sand
c. Gravel Fill
d. Weep Holes (PVC)
e. Filter Cloth
f. Boulders
Miscellaneous (1% of Materials)
P
F. Direct Cost (C+E)
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) per D.O 197 s 2016
J. Total Unit Cost
gerald_0101
DETAILED UNIT PRICE ANALYSIS
Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
506(1)
1.56
78.00
Designation No. of Person No. of Days Daily Rate Amount
1 6.24 611.92 3,818.38
2 6.24 443.20 5,531.14
8 6.24 342.24 17,084.62
Sub-total for A 26,434.14
Name and Capacity No. of Equip. No. of Days Daily Rate Amount
1 6.24 1,376.00 8,586.24
1 0.31 19,600.00 6,115.20
1 0.62 12,296.00 7,672.70
2,643.41
Sub-total for B 25,017.56
Total (A+B) 51,451.70
12.50
Name and Specifications Quantity Unit Unit Cost Amount
Sub-total for E 258,662.62
310,114.31
10% 31,011.43
429.00 bag 264.84 113,617.28
23.40 cu.m 1,105.60 25,871.04
1.56 cu.m 1,205.60 1,880.74
23.40 ln.m 133.00 3,112.20
1.17 sq.m 160.00 187.20
8% 24,809.14
5% 18,296.74
4,926.05
81.90 cu.m 1,360.60 111,433.14
2,561.02
PROJECT NAME :
Item No./Description : Project Billboard
Unit of Measurement : Unit
Output per hour :
Quantity :
A. Labor
a. Construction Foreman
b. Carpenters
c. Laborer
P
B Equipment, (2014 ACEL Rates)
P
C. P
D. Output/day Unit /day
E. Materials
a. Marine Plywood 3/16" thk. X 4' x 8'
b. Tarpaulin (4' x 8')
c. Assorted Sizes Lumber
d. Assorted Sizes CW Nails
P
F. Direct Cost (C+E)
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) per D.O 197 s 2016
J. Total Unit Cost
gerald_0101
DETAILED UNIT PRICE ANALYSIS
Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
B.5
2.00
Designation No. of Person No. of Days Daily Rate Amount
1 0.25 611.92 152.98
1 0.25 443.20 110.80
Sub-total for A 434.90
Name and Capacity No. of Equip. No. of Days Daily Rate Amount
Sub-total for E 4,666.00
5,100.90
10% 510.09
Sub-total for B 0.00
Total (A+B) 434.90
0.00
Name and Specifications Quantity Unit Unit Cost Amount
2.00 pc 475.00 950.00
8% 408.07
5% 300.95
3,160.01
2 0.25 342.24 171.12
2.00 pc 800.00 1,600.00
100.00 bd. Ft 20.00 2,000.00
2.00 kg 58.00 116.00
PROJECT NAME :
Item No./Description : Construction Safety and Health Program
Unit of Measurement : L.S
Output per hour :
Quantity :
A. Labor
a. Safety Practitioner
b. First Aider
P
B Equipment, (2014 ACEL Rates)
P
C. P
D. Output/day L.S /day
E. Materials
a. Pairs, Rubber Boots Men, Long with
Steel Toe, Black
b. Pairs, Working Gloves (Maong
Materials)
c. Pcs. Rain Coats (Rain Forced, Hip
Length Small, Medium & Large)
P
F. Direct Cost (C+E)
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) per D.O 197 s 2016
J. Total Unit Cost
gerald_0101
DETAILED UNIT PRICE ANALYSIS
Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
B.7
1.00
Designation No. of Person No. of Days Daily Rate Amount
1 72.00 611.92 44,058.24
1 144.00 443.20 63,820.80
Sub-total for A 107,879.04
Name and Capacity No. of Equip. No. of Days Daily Rate Amount
Sub-total for B 0.00
Total (A+B) 107,879.04
0.00
Name and Specifications Quantity Unit Unit Cost Amount
24.00 pair 400.00 9,600.00
24.00 pair 15.00 360.00
24.00 pcs 100.00 2,400.00
Sub-total for E 12,360.00
120,239.04
0.00
8% 9,619.12
5% 6,492.91
136,351.07
PROJECT NAME :
Item No./Description : Mobilization and Demobilization
Unit of Measurement : L.S
Output per hour :
Quantity :
A. Labor
P
B Equipment, (2014 ACEL Rates)
a. Low Bed Trailer
b. Water Truck
c. Backhoe
d. Payloader
e. Dumptruck
f. Bullduzer
g. Road Roller
h. Road Grader
P
C. P
D. Output/day L.S /day
E. Materials
P
F. Direct Cost (C+E)
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) per D.O 197 s 2016
J. Total Unit Cost
gerald_0101
B.9
1.00
Designation No. of Person No. of Days Daily Rate Amount
DETAILED UNIT PRICE ANALYSIS
Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
Sub-total for A 0.00
Name and Capacity No. of Equip. No. of Days Daily Rate Amount
2 2.00 34,043.00 136,172.00
1 2.00 17,384.00 34,768.00
13,216.00 26,432.002.00
Sub-total for E 0.00
486,156.00
0.00
Sub-total for B 486,156.00
Total (A+B) 486,156.00
0.00
Name and Specifications Quantity Unit Unit Cost Amount
0.00
5% 24,307.80
510,463.80
1 2.00 19,600.00 39,200.00
2 2.00 12,296.00 49,184.00
2 2.00 13,864.00 55,456.00
4 2.00 11,360.00 90,880.00
1 2.00 27,032.00 54,064.00
1
PROJECT NAME :
Item No./Description : Construction of Field Office for the Engineer
Unit of Measurement : LS
Output per hour :
Quantity :
A. Labor
a. Construction Foreman
b. Masons
c. Carpenters
d. Laborers
P
B Equipment, (2014 ACEL Rates)
a. Bagger Mixer
b. Water Truck
Minor Tools (10% of Labor)
P
C. P
D. Output/day LS /day
E. Materials
I. Earthworks (Excavation, Embankment, Bedding)
a. Gravel Bedding
b. Selected Fill
c. Soil Poisoning
II.
a. Portland Cement
b. Crushed Gravel
c. Washed Sand
III.
a. Deformed Round Bar, Grade 40
b. No. 16 GI Tie Wire
IV. Formworks (Columns & Beams)
a. Coco Lumber
b. Ordinary Plywood, 1/4"x4'x8'
c. CWN, Assorted
V. Masonry Works (masonry walls & plastering)
a. CHB 6" thk
b. Portland Cement
c. Washed Sand
d. 10mm dia. X 6m RSB
e. No. 16 GI Tie Wire
VI. Doors and Windows
a.
b. W-1, Jalousie window, 1.4m x 1.2m
c. W-2, Jalousie window, 2.8m x 1.2m
P
F. Direct Cost (C+E)
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) per D.O 197 s 2016
J. Total Unit Cost
DETAILED UNIT PRICE ANALYSIS
Road Widening including Drainage of Pagadian City - Zamboanga City Road, Zamboanga del Sur, 2nd DEO
A.1.1(3)
1.00
Designation No. of Person No. of Days Daily Rate Amount
1 10.00 611.92 6,119.20
3 10.00 443.20 13,296.00
3 10.00 443.20 13,296.00
6 10.00 342.24 20,534.40
Sub-total for A 53,245.60
Name and Capacity No. of Equip. No. of Days Daily Rate Amount
1 5.00 1,376.00 6,880.00
1 1.00 19,600.00 19,600.00
5,324.56
Sub-total for B 31,804.56
Total (A+B) 85,050.16
0.00
Name and Specifications Quantity Unit Unit Cost Amount
3.50 cu.m 1,205.60 4,219.60
10.00 cu.m 886.60 8,866.00
2.50 lit 1,900.00 4,750.00
Concrete Works (Footing, Columns, Beams & Slab on Grade)
90.00 bag 264.84 23,835.79
20.00 cu.m 1,205.60 24,112.00
17.00 cu.m 1,105.60 18,795.20
Reinforcing Bars(Footing Columns, Beams, & Slabs on Grade)
500.00 kg 40.00 20,000.00
20.00 kg 70.00 1,400.00
400.00 bd.ft 20.00 8,000.00
18.00 pc 520.00 9,360.00
5.00 kg 58.00 290.00
650.00 pc 18.00 11,700.00
50.00 bag 264.84 13,242.11
10.00 cu.m 1,105.60 11,056.00
75.00 kg 43.00 3,225.00
2.50 kg 70.00 175.00
D-1, Hollow Core Flush Type swing door,
complete w/ accessories, 0.90mx2.1m2.00 set 1,765.27 3,530.54
2.00 set 924.00 1,848.00
2.00 set 1,848.00 3,696.00
Sub-Total for E 172,101.24
Sub-total for E 315,627.59
400,677.75
10% 40,067.77
8% 32,054.22
5% 23,639.99
496,439.73
PROJECT NAME :
Item No./Description : Construction of Field Office for the Engineer
Unit of Measurement : LS
Output per hour :
Quantity :
A. Labor
a. Construction Foreman
b. Masons
c. Carpenters
d. Laborers
P
B Equipment, (2014 ACEL Rates)
a. Bagger Mixer
b. Water Truck
Minor Tools (10% of Labor)
P
C. P
D. Output/day LS /day
E. Materials
VII.Steel Works
a. 65 x 65 x 6mm. L
b. 50 x 50 x 6mm. L
c. 50 x 50 x 4mm. L
d. Purlins C- 150 x 50 x 3mm.
e. 16mm dia. Cross bracing
f. 16mm dia. Turn buckle
g. 12mm thk base plate
h. 10mm thk batten plate
i. 10mm dia. Sag rod
j. 20mm dia. X 350 mm anchor bolts
k. Welding Rod
l. Primer, Zinc Cromate
VIIIRoofing Works
a. Pre-painted GI Roofing Sheet long span
b. Pre-painted ridge roll ga 24, 0.60m width
c. Pre-painted flashing, ga. 24
d. Teckscrew 11/2"
e. Roof Sealant
IX. Carpentry Works
a. Rough Lumber, sun dried tanguile
b. Plywood, ordinary 1/4" x 4' x 8'
c. Finishing Nails
d. Common Wire Nails
e. Wood Preservative Brown
P
F. Direct Cost (C+E)
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) per D.O 197 s 2016
J. Total Unit Cost
DETAILED UNIT PRICE ANALYSIS
Road Widening including Drainage of Pagadian City - Zamboanga City Road, Zamboanga del Sur, 2nd DEO
A.1.1(3)
1.00
Designation No. of Person No. of Days Daily Rate Amount
1 16.00 611.92
3 16.00 443.20
3 16.00 443.20
6 16.00 342.24
Sub-total for A 0.00
Name and Capacity No. of Equip. No. of Days Daily Rate Amount
1 5.00 1,376.00
1 1.00 19,600.00
Sub-total for B 0.00
Total (A+B) 0.00
0.00
Name and Specifications Quantity Unit Unit Cost Amount
300.00 kg 48.00 14,400.00
200.00 kg 48.00 9,600.00
100.00 kg 48.00 4,800.00
19.00 kg 45.00 855.00
32.00 kg 50.00 1,600.00
15.00 pc 123.00 1,845.00
22.00 kg 45.00 990.00
15.00 kg 45.00 675.00
7.50 kg 50.00 375.00
7.00 pc 60.00 420.00
12.50 kg 125.00 1,562.50
5.00 gal 531.00 2,655.00
55.00 sq.m 420.00 23,100.00
10.00 ln.m 189.00 1,890.00
2.00 ln.m 189.00 378.00
500.00 pc 1.25 625.00
2.00 lit 242.84 485.68
350.00 bd.ft 37.00 12,950.00
30.00 pc 350.00 10,500.00
5.00 kg 74.00 370.00
10.00 kg 74.00 740.00
5.00 lit 900.00 4,500.00
Sub-Total for E 95,316.18
Sub-total for E 95,316.18
10%
8%
5%
PROJECT NAME :
Item No./Description : Construction of Field Office for the Engineer
Unit of Measurement : LS
Output per hour :
Quantity :
E. Materials
X. Electrical Works
a. 2 x 40w Flourescent lighting fixtures
b. Porcelain Ceiling Outlet w/ female socket
c. douplex Convinience outlet
d. two gang switch
e. 3.5mm2 thw
f. 8.00mm2 thw
g. 15mm dia. PVC pipe
h. 15mm dia. PVC Coupling
i. 15mm dia. PVC Elbow
j. 15mm dia. PVC Clamp
k. 20mm dia. RSC Pipe
l. 20mm dia. RSC Coupling
m. 20mm dia. RSC elbow
n. 20mm dia. RSC Clamp
o. 20mm dia. Service entrance cap
p. wire holder
q. utility box
r. octagonal box
s. electrical tape (big)
t. panel board (side main w/ braches)
XI. Plumbing Works
a. Water Closet (include. Fitting & Accessories)
b. Lavatory (include fitting & Accessories)
c. 1/2" GI Pipe S-40
d. 1/2" Water Faucet
e. 1/2" Assorted Connector
f. 4" PVC series 1000
g. 2" PVC series 1000
h. 4" PVC assorted Connector
i. 2" PVC assorted Connector
P
F. Direct Cost (C+E)
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) per D.O 197 s 2016
J. Total Unit Cost
DETAILED UNIT PRICE ANALYSIS
Road Widening including Drainage of Pagadian City - Zamboanga City Road, Zamboanga del Sur, 2nd DEO
A.1.1(3)
1.00
Name and Specifications Quantity Unit Unit Cost Amount
5.00 set 1,500.00 7,500.00
2.00 pc 50.00 100.00
3.00 pc 170.00 510.00
3.00 pc 132.00 396.00
3.00 roll 3,600.00 10,800.00
25.00 m 69.33 1,733.25
20.00 pc 76.00 1,520.00
25.00 pc 27.00 675.00
25.00 pc 26.00 650.00
55.00 pc 8.00 440.00
4.00 pc 240.00 960.00
3.00 pc 36.00 108.00
3.00 pc 30.00 90.00
10.00 pc 18.00 180.00
2.00 pc 101.49 202.98
2.00 pc 50.00 100.00
7.00 pc 32.00 224.00
8.00 pc 34.00 272.00
7.00 pc 28.00 196.00
2.00 set 3,000.00 6,000.00
1.00 set 7,631.94 7,631.94
1.00 set 5,000.00 5,000.00
2.00 pc 292.00 584.00
2.00 pc 165.00 330.00
8.00 pc 19.00 152.00
1.00 pc 640.00 640.00
1.00 pc 305.00 305.00
6.00 pc 77.00 462.00
8.00 pc 56.00 448.00
Sub-Total for E 48,210.17
Sub-total for E 48,210.17
10%
8%
5%
PROJECT NAME :
Item No./Description : Prov. Of Furniture/Fixtures, Equipment and Appliances for the Field Office for the Engineer
Unit of Measurement : LS
Output per hour :
Quantity :
A.
P
B
P
C. P
D. Output/day LS /day
E. MaterialsOffice Equipment/Facilities & Suppliesa. Office Table, Executive type w/ chair
b. 1/2" wooden office tablec. Drawing Tabled. Electric Desk Fane. Folding Beds, Good Qualityf. 6" sleeping beds w/ pillows and blanket
g. Double burner gas stove (Gasul)h. 10 cups Rice Cookeri. Aluminum Cookwarej. Plate, Glass, Spoon and forkk. 6 seater dinning tablel. Monoblock Backrest chairm. Plastic Pail & Basinn. White Boardo. Bond Paper (Long)p. Bond Paper (Short)q. Yellow Padr. White Board Markers. Sign Pen (assorted color)t. Ballpen (assorted color)u. Mechanical Pencilv. Pencil Lead, No. 5w. Puncherx. Staple Pad w/ wire
y. Cutter Bladez. Scotch Tapeaa Brown Envelopbb Folder, Longcc Folder, Shortdd Data File Folderee Desktop w/ complete accessoriesff Printer (3in1)gg Camera
Lighting/Water Fixtures
a. Electric Billb. Water Billc. LPG Gasul (11 kg)
PF. Direct Cost (C+E)G. Overhead, Contingencies and Miscellaneous per D.O 197 s 2016H. Contractor's Profit (CP) per D.O 197 s 2016I. Value Added Tax (VAT) per D.O 197 s 2016J. Total Unit Cost
DETAILED UNIT PRICE ANALYSIS
Road Widening including Drainage of Pagadian City - Zamboanga City Road, Zamboanga del Sur, 2nd DEO
A.1.1(11)
1.00
Designation No. of Person No. of Days Daily Rate Amount
Sub-total for A 0.00
Name and Capacity No. of Equip. No. of Days Daily Rate Amount
Sub-total for B 0.00
Total (A+B) 0.00
0.00
Name and Specifications Quantity Unit Unit Cost Amount
2.00 unit 7,000.00 14,000.002.00 each 2,830.00 5,660.002.00 unit 5,000.00 10,000.003.00 unit 1,370.00 4,110.003.00 each 2,700.00 8,100.003.00 each 5,000.00 15,000.001.00 unit 3,700.00 3,700.001.00 unit 2,500.00 2,500.001.00 set 3,500.00 3,500.001.00 dozen 2,000.00 2,000.001.00 each 2,800.00 2,800.002.00 dozen 2,500.00 5,000.002.00 pc 500.00 1,000.003.00 Unit 7,000.00 21,000.0020.00 ream 300.00 6,000.0020.00 ream 270.00 5,400.006.00 pad 35.00 210.0010.00 pc 75.00 750.002.00 dozen 650.00 1,300.00
7.00 dozen 70.00 490.00
4.00 box 180.00 720.006.00 unit 350.00 2,100.004.00 box 145.00 580.001.00 Unit 253.32 253.322.00 Unit 275.00 550.00
3.20 mons 1,000.00 3,200.00
1.00 unit 60,000.00 60,000.001.00 unit 20,000.00 20,000.002.00 unit 15,000.00 30,000.00
2.00 box 240.00 480.0010.00 roll 45.00 450.007.00 dozen 125.00 875.007.00 dozen 85.00 595.00
Sub-Total for E 240,383.32Sub-total for E 240,383.32
240,383.32
5% 12,019.17252,402.49
12.00 pc 85.00 1,020.00
3.20 mons 1,200.00 3,840.003.20 mons 1,000.00 3,200.00
PROJECT NAME :
Item No./Description : Reflectorized Thermoplastic Pavement Markings (White)
Unit of Measurement : sq.m
Output per hour :
Quantity :
A. Labor
a. Construction Foreman
b. Skilled Laborer
c. Laborer
P
B Equipment, (2014 ACEL Rates)
a. Cargo Truck/Delivery Truck
b. Applicator Machine
c. Kneading Machine
Minor Tools (10% of labor)
P
C. P
D. Output/day sq.m /day
E. Materials
a. Thermoplastic Paint (white)
b. Glass Beads
c. Primer
d. LPG (50 kg.)
e. LPG (12 kg.)
f. Calsumine
Miscellaneous (5% of Materials)
P
F. Direct Cost (C+E)
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) per D.O 197 s 2016
J. Total Unit Cost
gerald_0101
433,644.51
74.38 kg 5.00 371.88
Total (A+B) 46,105.84
200.00
Name and Specifications Quantity Unit Unit Cost Amount
18,454.22
Sub-total for E 387,538.67
10% 43,364.45
8% 34,691.56
5% 25,585.03
903.00
193.38 bag 1,585.00 306,499.38
19.64 bag 2,500.00
cyl 50.00 59.50
49,087.50
71.40 liter 180.00 12,852.00
2.38 cyl 90.00 214.20
1.19
Sub-total for B 35,539.35
595.00
Designation No. of Person No. of Days Daily Rate Amount
1 2.98 611.92 1,820.46
2 2.98 443.20 2,637.04
1 2.98 750.00 2,231.25
6 2.98 342.24 6,108.98
1 2.98 1,500.00 4,462.50
Sub-total for A 10,566.49
Name and Capacity No. of Equip. No. of Days Daily Rate Amount
1 2.98 9,696.00 28,845.60
DETAILED UNIT PRICE ANALYSIS
Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
612(1)
25.00
PROJECT NAME :
Item No./Description : Construction Survey and Staking
Unit of Measurement : Km.
Output per hour :
Quantity :
A. Labor
(For Field Works)
a. Geodetic Engineer
b. Skilled Laborer
c. Laborer
(For Office Works)
a. Geodetic Engineer
b. Skilled Laborer
P
B Equipment, (2014 ACEL Rates)
a. Total Station w/ complete
accessories
Minor Tools (10% of labor)
P
C. P
D. Output/day Km. /day
E. Materials
a. Standard Stake Plan (800 mm x 910 mm)
b. Blue Printing
Miscellaneous (5% of Materials)
P
F. Direct Cost (C+E)
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) per D.O 197 s 2016
J. Total Unit Cost
gerald_0101
Sub-total for E 14,700.00
93,870.23
10% 9,387.02
8% 7,509.62
5% 5,538.34
48,888.28
175.00 pcs 40.00 7,000.00
700.00
6,620.57
Sub-total for B 12,964.57
Total (A+B) 79,170.23
0.30
Name and Specifications Quantity Unit Unit Cost Amount
35.00 pcs 200.00 7,000.00
2 23.79 443.20 21,087.46
Sub-total for A 66,205.67
Name and Capacity No. of Equip. No. of Days Daily Rate Amount
1 7.93 800.00 6,344.00
3 7.93 443.20 10,543.73
3 7.93 342.24 8,141.89
1 23.79 833.31 19,824.44
DETAILED UNIT PRICE ANALYSIS
Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
B.7
0.04
2.38
Designation No. of Person No. of Days Daily Rate Amount
1 7.93 833.31 6,608.15
PROJECT NAME :
Item No./Description : Embankment (from Excavation)
Unit of Measurement : cu.m.
Output per hour :
Quantity :
A. Labor
For Excavation Work
a. Construction Foreman
b. Laborer
Spreading & Compaction
a. Construction Foreman
b. Laborer
P
B Equipment, (2014 ACEL Rates)
For Excavation Work
a. Road Grader
b. Road Roller
c. Water Truck
Spreading & Compaction
a. Road Grader
b. Road Roller
c. Water Truck
P
C. P
D. Output/day cu.m. /day
E. Materials
P
F. Direct Cost (C+E)
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) per D.O 197 s 2016
J. Total Unit Cost
gerald_0101
Sub-total for E 0.00
894,100.04
10% 89,410.00
8% 71,528.00
5% 52,751.90
251.66
Sub-total for B 867,991.64
Total (A+B) 894,100.04
400.00
Name and Specifications Quantity Unit Unit Cost Amount
1 9.13 13,864.00 126,635.86
1 9.13 11,360.00 103,763.94
1 11.01 17,384.00 191,310.92
1 11.01 13,216.00 145,442.08
1 2.75 19,600.00 53,924.50
1 11.01 611.92 6,734.18
2 11.01 342.24 7,532.70
Sub-total for A 26,108.39
Name and Capacity No. of Equip. No. of Days Daily Rate Amount
1 9.13 27,032.00 246,914.34
DETAILED UNIT PRICE ANALYSIS
Road Widening including Drainage of Pagadian City - Zamboanga City Road,
Zamboanga del Sur, 2nd DEO
104(1a)1
50.00
4,402.00
Designation No. of Person No. of Days Daily Rate Amount
1 9.13 611.92 5,589.37
2 9.13 342.24 6,252.14
Bureau : DPWH
Region : IX
District/City : Zamboanga City
NAME/LOCATION OF PROJECT : Approriation : P
Source of Funds :
Issued Obligated Authority :
Released :
Cal. Days to Complete :
PROJECT CATEGORY : Desirable Starting Date :
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 : ln.m. / km
MINIMUM EQUIPMENT REQUIREMENT : TECHNICAL PERSONNEL REQUIRED :
Dumptruck (10 Wheeler) Water Pump Project Engineer
Bullduzer Portable Screed Materials Engineer
Backhoe Concrete Vibrator Geometric Control
Road Grader Concrete Cutter Foreman
Road Roller Bar Cutter Materials Lab. Tech
Pay Loader Bar Bender Mason
Water Truck Conc. Mixer (1-Bagger) Carpenter
Water Tank Plate Compactor Laborers (Skilled)
Transit Mixer Laborers (Unskilled)
P
104(1a)1 Embankment (from Excavation) 1.913 cu.m. 4,402.00 894,100.04 203.11
400,677.75
240,383.32 240,383.32
TOTAL 46,743,594.28
B.7 Construction Survey and Staking 0.201 Km. 2.38 93,870.23
B.7 Construction Safety and Health Program
1.00
0.257
486,156.00
1.00 120,239.04
100.000
120,239.04
2,550.45
486,156.00
2.00 5,100.90
39,457.85
B.9 Mobilization and Demobilization
A.1.1(11)Prov. Of Furniture/Fixtures, Equipment
and Appliances for the Field Office for
the Engineer
UnitProject Billboard 0.011
1.040 L.S
0.514
B.5
L.S
DIRECT COST
TOTAL UNIT COST
10
1,335.68
ESTIMATED COST OF PROPOSED WORK
ITEM NO. DESCRIPTION % OF TOTAL UNIT
1
103(3) 13,356.78
103(1a) Structure Excavation 0.095 cu.m. 192.00 44,182.20 230.12
20
1
0.067 cu.m. 137.00
QUANTITY
1
Foundation Fill 0.029 cu.m. 10.00
2
2
1
3
2
2
4
2
Pipe Culvert and Drain Excavation
Department of Public Works and Highways
PROGRAM OF WORK
(For all types of Project)
Road Widening including Drainage of Pagadian City -
Zamboanga City Road, Zamboanga del Sur, 2nd DEO
71,000,000.00
CY-2017
Cal. Days144.00
NO.DESCRIPTION NO.
31,525.84 230.12 103(6)a
Upon Approval
2,379.00
DESCRIPTION NO.
10
2
2.379
DESCRIPTION
1
1
1
1
1
10
6
2
1
2
4
11,510,533.82
225,991.22
1,248.43 200(1)
955.24 104(1b)1 Embankment (Selected Borrow) 12.147 cu.m. 5,944.00 5,677,952.50
105(1)a Subgrade Preparation 0.483 sq.m. 14,740.00
Aggregate Subbase Course 24.625 cu.m. 9,220.00
15.33
Aggregate Surface Course 3.456 cu.m. 1,185.00 1,615,665.74 1,363.43
LS
3,029.56 500(1a)3
404(1)a Reinforcing Steel Bar, Grade 40 0.236 kg. 2,266.00 110,243.48 48.65
112,093.72
0.928
1.00
300(1)
311(1)e1Portland Cement Concrete Pavement-using
Conventional Method, 0.28m thick51.467
310,114.31
RC Culvert Pipe, 910 mm (36" dia.) 0.240 ln.m 37.00
612(1)
3,975.82
Reflectorized Thermoplastic Pavement
Markings (White)sq.m 595.00 433,644.51 728.81
A.1.1(3) 0.857Construction of Field Office for the
Engineer400,677.75 LS 1.00
506(1) Stone Masonry 0.663 cu.m 78.00
405 (1) a3 Structural Concrete, Class A 0.771 cu.m 54.00 360,367.42 6,673.47
sq.m. 15,939.00 24,057,395.44 1,509.34
Name of Project :
Station Limits : K1681+892.00 - K1684+271.00
I. ESTIMATED COST
A. DIRECT COST
A.1 Materials
A.2 Labor
A.3 Equipment Expenses
P
B. INDIRECT COST (Per DO # 197 s. 2016)
B.1 Overhead, Contingency & Misc.
(10% Max. of D.C.)
B.2 Profit (8% Max. D.C.)
C. VAT (5% of D.C. and I.C. per D.O. # 197)
P
II. ESTIMATED GOVERNMENT EXPENDITURES
1 Engineering and Administrative Overhead (3.5%)
2 Detailed Engineering (1%)
3 Reserved for the Payment of RROW)
4 Physical Reserved
P
Prepared by: Submitted by:
Recommending Approval: APPROVED:
CAYAMOMBAO D. DIA
OIC-Assistant Regional Director
Engineer II
Road Widening including Drainage of Pagadian City - Zamboanga City Road, Zamboanga del
Sur, 2nd DEO
BREAKDOWN OF ESTIMATED EXPENDITURES % OF TOTAL AMOUNT
SUB-TOTAL (DIRECT COST) 65.84 46,743,594.28
55.67
0.90
9.26
39,527,966.97
642,018.56
6,573,608.75
6.46
5.19
4,589,681.59
3,681,364.40
57,765,372.28
3.87 2,750,732.01
Regional Director
LEONCIO B. SOLAMILLO
Chief, Construction Division
TOTAL ESTIMATED PROJECT COST 100.00 71,000,000.00
SUB-TOTAL (CONTRACT COST)
15.14 10,749,627.72
JERALD R. BARRERA
3.50
81.36
2,485,000.00
JORGE U. SEBASTIAN, JR., CESO III
Station Limits : K1681+892.00 - K1684+271.00
Length : ln.m. Contract Duration : Calendar Days
DRAINAGE AND SLOPE PROTECTION STRUCTURES
MISCELLANEOUS STRUCTURES
Prepared by: Recommending Approval: APPROVED:
104(1a)1 Embankment (from Excavation) 4,402.00 cu.m. 894,100.04 10.00 8.00 18.00 160,938.01
583,086.91 TOTAL OF PART F 470,610.90 84,709.96
136,591.67 60.28 404(1)a Reinforcing Steel Bar, Grade 40 2,266.00 kg. 110,243.48 10.00 8.00 18.00 19,843.83
cu.m.
225,991.22
10.00 8.00
10.00
103(1a) Structure Excavation 192.00 cu.m. 44,182.20
1,546.81
1,689.29
29,807,112.95
A.1.1(3) Construction of Field Office for the Engineer 1.00 LS
1,514,710.61
18,296.74 18.00 55,820.58
4,621,151.01
6,613.53
75,997.45 24,910.27
18.00 4,330,331.18 1,419,386.33 10.00 8.00
10.00 8.00
137.00
PART F BRIDGE CONSTRUCTION
Item No. Description
(1)
Quantity UnitEstimated Direct
Cost OCM PROFIT
PART A
(2) (3) (4) (5) (7)
FACILITIES FOR THE ENGINEER
(9) = (5)X(8)
MARK-UP IN PERCENT
10.00 8.00
(6)
18.00 7,952.80
%
(8)
18.00
27,433.93
16,896.64
10.00 8.00
8.00 9,619.12
VATVALUE
18.00 2,404.22
18.00 5,674.65
2,606.75
APPROVED BUDGET FOR THE CONTRACT
Project Name and Location
2,379.00 144.00
Road Widening including Drainage of Pagadian City - Zamboanga City Road, Zamboanga del Sur, 2nd DEO
TOTAL MARK-UPS
18.00
31,525.84 8.00
Foundation Fill 10.00 cu.m. 13,356.78
0.00
10.00 8.00
TOTAL COST
(13) = (12) / (3)
386,144.11
788.05
1,860.02
334,999.20
13,333.48
679,121.50
(10) = [(5)+(9)]*5%
TOTAL COST
(12) = (5) + (11)
16,549.05
TOTAL INDIRECT COST
54,011.90
2,001,809.85
35,659.15
24,307.80
36,640.01
5,538.34 116,305.22
1,870.07
39,060.52
7,034,983.15
280,003.13
14,261,551.40
(11) = (9) + (10)
31,808,922.80
1,654.91
285.11
1,183.54
19.00
107,781.15 748,842.22
24,307.80 510,463.80 510,463.80
64,073.93 769,440.11
22,434.99
138,884.12 3,753.62
496,439.73 496,439.73
252,402.49 252,402.49
10,559.55 54,741.75
CAYAMOMBAO D. DIA
537,285.55
4,926.05
903.00
6,135,861.62
26,790.40 20,176.87
6,504.37 26,348.19
27,766.04 112,476.01
103,641.04 25,585.03
OIC-Assistant Regional DirectorHead TWG, BAC
JORGE U. SEBASTIAN, JR., CESO III
Regional Director
11,021,778.00 2,725,821.74 TOTAL 46,743,594.28
BELEN A. SAPALLEDA
TOTAL OF PART H
74,117.32
78,056.01 25,585.03 103,641.04
57,765,372.28 8,271,045.99
384,231.63 Stone Masonry 78.00
537,285.55
433,644.51 78,056.01
10.00 8.00
1,615,665.74
310,114.31 10.00 8.00
10.00
24,057,395.44
25,673,061.18
5,749,717.51
2,751,017.58
95,324.28
10.00 8.00
10.00
200(1)
300(1) Aggregate Surface Course 1,185.00 cu.m. 8.00 18.00 290,819.83
2,071,896.09 18.00
Portland Cement Concrete Pavement-using Conventional
Method, 0.28m thick15,939.00 sq.m.311(1)e1
TOTAL OF PART E
8.00
18.00
18.00
506(1) cu.m
TOTAL OF PART G 422,208.03
612(1) Reflectorized Thermoplastic Pavement Markings (White) 595.00 sq.m 433,644.51 10.00 8.00
500(1a)3 RC Culvert Pipe, 910 mm (36" dia.) 37.00 ln.m 112,093.72
95,761.98
12,019.17 12,019.17
cu.m. 11,510,533.82
Pipe Culvert and Drain Excavation
Subgrade Preparation 14,740.00 sq.m.
Embankment (Selected Borrow) cu.m. 5,677,952.50 5,944.00
-
400,677.75 10.00 8.00 18.00 72,121.99 23,639.99
300.95 1,219.12 6,320.02 3,160.01 918.16
A.1.1(11) Prov. Of Furniture/Fixtures, Equipment and Appliances for the Field Office for the Engineer1.00 LS 240,383.32 0.00 0.00
TOTAL OF PART A 641,061.07 72,121.99
PART B OTHER GENERAL REQUIREMENTS
6,492.91 16,112.03 136,351.07 136,351.07 B.7 Construction Safety and Health Program 1.00 L.S 120,239.04 0.00 8.00
B.5 Project Billboard 2.00 Unit 5,100.90 10.00 8.00 18.00
B.9 Mobilization and Demobilization 1.00 L.S 486,156.00 0.00 0.00 0.00 -
B.7 Construction Survey and Staking 2.38 Km. 93,870.23
TOTAL OF PART B 705,366.17
48,888.28
406,339.41 1,646,018.95 8,533,127.55
285.11
52,751.90 213,689.91 1,107,789.95 251.66
PART C EARTHWORKS
103(6)a
105(1)a
104(1b)1
103(3) 3,192.27
7,534.68
1,357,030.65
TOTAL OF PART C 6,887,108.59 1,239,679.55
18.00 1,022,031.45
18.00 40,678.42
TOTAL OF PART D 11,510,533.82 2,071,896.09 679,121.50 2,751,017.58 14,261,551.40
PART D SUBBASE AND BASE COURSE
Aggregate Subbase Course 9,220.00
PART E SURFACE COURSES
100,907.72 523,115.75
PART H
PART G
21,261.68 86,127.81 446,495.24 8,268.43 405 (1) a3 Structural Concrete, Class A 54.00 cu.m 360,367.42 10.00 8.00 18.00 64,866.14