detailed unit price analysis€¦ · detailed unit price analysis sub-total for a 1,860.33 name and...
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PROJECT NAME:
Item No./Description: 104(2) Embankment, Common Borrow
Unit of Measurement: cu.m.
Output per hour:
Quantity:
A. Labor
a. Const. Foreman
b. Unskilled Labor
P
B. Equipment, (2014 ACEL Rates)
a. Motorized Road Grader (140 hp), G170A
b. Vibratory Roller (10 mt), SD100C
c. Water Truck/Pump (16000 L)
P
C.
D.
E. Materials
a. Common Borrow
(with 25% Shrinkage Factor)
P
F. Direct Cost (C + E)
G. Overhead, Contingencies and Miscellaneous 12% 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
5,582.00
Designation
1 242,593.72
206,087.44
68,379.50
2 13.96 342.24 9,551.92
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
50.00
No. of Persons Amount
Compacted Volume
13.96
1
17,384.00
Amount
No. of Days
DETAILED UNIT PRICE ANALYSIS
14,768.00
13.96 611.92 8,539.34
1
3,130,804.25 6,977.50 cu.m. 448.70
Sub-total for B 517,060.66
Sub-total for A 18,091.26
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate
3.49 19,600.00
Total (A+B) 535,151.92
Output/day 400.00 cu.m./day
Name and Specifications Quantity Unit Unit Cost Amount
Sub-total for E 3,130,804.25
1 13.96
3,665,956.17
439,914.74
293,276.49
219,957.37
827.50
Daily Rate
PROJECT NAME:
Item No./Description: 200 Aggregate Subbase Course
Unit of Measurement: cu.m.
Output per hour:
Quantity:
A. Labor
a. Const. Foreman
b. Unskilled Labor
P
B. Equipment, (2014 ACEL Rates)
a. Motorized Road Grader (140 hp), G710A
b.
c.
P
C.
D.
E. Materials
a. Aggregate Subbase Course
P
F. Direct Cost (C + E)
G. Overhead, Contingencies and Miscellaneous 12% 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
1.44 342.24 982.23
1 1.44 611.92 878.11
2
No. of Persons No. of Days Daily Rate Amount
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
50.00
574.00
Designation
DETAILED UNIT PRICE ANALYSIS
Sub-total for A 1,860.33
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate Amount
1 1.44 17,384.00 24,946.04
Vibratory Roller (10 mt), SD100DC 1 1.44 14,768.00 21,192.08
Water Truck/Pump (16000 L) 1 0.36 19,600.00 7,031.50
Sub-total for B 53,169.62
Total (A+B) 55,029.95
Output/day 400.00 cu.m./day
Name and Specifications Quantity Unit Unit Cost Amount
660.10 cu.m. 1,042.10 687,890.21
(w/ 15% Shrinkage Factor)
Sub-total for E 687,890.21
742,920.16
89,150.42
59,433.61
44,575.21
1,630.80
0.30 m. thk., Compacted Volume
PROJECT NAME:
Item No./Description: 300(1) Gravel Surface Course
Unit of Measurement: cu.m.
Output per hour:
Quantity:
A. Labor
a. Const. Foreman
b. Unskilled Labor
P
B. Equipment, (2014 ACEL Rates)
a. Motorized Road Grader (140 hp), G710A
b.
c.
P
C.
D.
E. Materials
a. Uncrushed Aggregate Surface Course
P
F. Direct Cost (C + E)
G. Overhead, Contingencies and Miscellaneous 12% 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
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
50.00
55.00
Designation No. of Persons No. of Days Daily Rate Amount
0.15 m. thk.
1 0.14 611.92 84.14
2 0.14 342.24 94.12
Sub-total for A 178.26
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate Amount
1 0.14 17,384.00 2,390.30
Vibratory Roller (10 mt), SD100DC 1 0.14 14,768.00 2,030.60
Water Truck/Pump (16000 L) 1 0.03 19,600.00 673.75
Sub-total for B 5,094.65
Total (A+B) 5,272.91
Output/day 400.00 cu.m./day
Name and Specifications Quantity Unit Unit Cost Amount
63.25 cu.m. 1,097.10 69,391.58
(w/ 15% Shrinkage Factor)
Sub-total for E 69,391.58
74,664.48
8,959.74
5,973.16
4,479.87
1,710.50
PROJECT NAME:
Item No./Description: 311(1)e1 Portland Cement Concrete Pavement, 0.28 m. thk.
Unit of Measurement: sq.m.
Output per hour:
Quantity:
A. Labor
a. Const. Foreman
b. Skilled Labor
c. Unskilled Labor
P
B. Equipment, (2014 ACEL Rates)
a. Transit Mixer (5 cu.m.)
b.
c.
d.
e.
f. Water truck/Pump (16000 L)
g. Concrete Saw (7.5 hp), 14" Blade Ø
h. Bar Cutter, Single Phase
Minor Tools 5% of Labor
P
C.
D.
E. Materials
a. Reinforcing Steel Bar
b.
c. Asphalt Sealant
d.
e.
f.
g.
h.
i.
j.
P
F. Direct Cost (C + E)
G. Overhead, Contingencies and Miscellaneous 12% 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
960.00
Designation No. of Persons No. of Days Daily Rate Amount
0.28 m. thk.
1 2.09 611.92 1,277.05
4 2.09 443.20 3,699.76
12 2.09 342.24 8,570.88
Sub-total for A 13,547.69
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate Amount
4 2.09 10,544.00 88,019.48
Concrete Vibrator 2 2.09 730.00 3,046.96
Concrete Batch Plant (30 cu.m.) 1 2.09 14,076.00 29,376.00
Payloader (1.50 cu.m.), LX80-2C 1 2.09 13,864.00 28,933.57
Concrete Screeder (5.5 hp) 1 2.09 4,360.00 9,099.13
1 2.09 19,600.00 40,904.35
1 2.09 261.04 544.78
1 0.21 1,758.00 366.89
677.38
Sub-total for B 200,968.53
Total (A+B) 214,516.22
Output/day 460.00 sq.m./day
Name and Specifications Quantity Unit Unit Cost Amount
480.00 kg. 38.00 18,240.00
Curing Compound 278.40 L 35.00 9,744.00
163.20 L 100.00 16,320.00
Steel Forms (Rental) 441.60 m 60.00 26,496.00
Sand 147.84 cu.m. 1,504.50 222,425.28
Gravel 268.80 cu.m. 1,504.50 404,409.60
Cement 2,553.60 bag 273.00 697,132.80
Concrete Saw (Diamond Blade 14" Ø) 0.14 pc. 8,000.00 1,152.00
Pipe Sleeve, 2" Ø 7.49 m. 101.67 761.28
Grease/Tar 7.49 L 112.50 842.40
Sub-total for E 1,397,523.36
1,612,039.58
193,444.75
128,963.17
96,722.37
2,115.80
DETAILED UNIT PRICE ANALYSIS
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
57.50
PROJECT NAME:
Item No./Description: 103(2)a Bridge Excavation Above Ordinary Water Level
Unit of Measurement: cu.m.
Output per hour:
Quantity:
A. Labor
a. Const. Foreman
b. Skilled Labor
c. Unskilled Labor
P
B. Equipment, (2014 ACEL Rates)
a. Backhoe (0.80 cu.m.)
b.
Minor Tools 10% of Labor
P
C.
D.
E. Materials
P
F. Direct Cost (C + E)
G. Overhead, Contingencies and Miscellaneous 12% 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
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
20.00
428.72
Designation No. of Persons No. of Days Daily Rate Amount
1 2.68 611.92 1,639.64
1 2.68 443.20 1,187.55
2 2.68 342.24 1,834.06
Sub-total for A 4,661.26
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate Amount
1 2.68 12,296.00 32,947.13
Dump Truck (12 cu.yd.) 2 2.68 11,360.00 60,878.24
466.13
Sub-total for B 94,291.50
Total (A+B) 98,952.76
Output/day 160.00 sq.m./day
Name and Specifications Quantity Unit Unit Cost Amount
98,952.76
290.82
Sub-total for E -
11,874.33
7,916.22
5,937.17
PROJECT NAME:
Item No./Description: 103(2)b Bridge Excavation Below Ordinary Water Level
Unit of Measurement: cu.m.
Output per hour:
Quantity:
A. Labor
a. Const. Foreman
b. Skilled Labor
c. Unskilled Labor
P
B. Equipment, (2014 ACEL Rates)
a. Backhoe (0.80 cu.m.)
b.
Minor Tools 10% of Labor
P
C.
D.
E. Materials
P
F. Direct Cost (C + E)
G. Overhead, Contingencies and Miscellaneous 12% 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
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
20.00
686.00
Designation No. of Persons No. of Days Daily Rate Amount
1 4.29 611.92 2,623.61
1 4.29 443.20 1,900.22
2 4.29 342.24 2,934.71
Sub-total for A
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate Amount
1 4.29 12,296.00 52,719.10
Dump Truck (12 cu.yd.) 2 4.29 11,360.00 97,412.00
745.85
Sub-total for B
Total (A+B) 158,335.49
Output/day 160.00
Name and Specifications Quantity Unit Unit Cost Amount
Sub-total for E
12,666.84
9,500.13
290.82
7,458.54
150,876.95
sq.m./day
158,335.49
-
19,000.26
PROJECT NAME:
Item No./Description: 400(4)a Precast Concrete Piles, Furnished
Unit of Measurement: ln.m.
Output per hour:
Quantity:
A. Labor
a. Const. Foreman
b. Skilled Labor
c. Unskilled Labor
Formworks
a. Skilled Labor
b. Unskilled Labor
P
B. Equipment, (2014 ACEL Rates)
a. Concrete Vibrator
b.
c. Bar Bender
d.
Minor Tools 10% of Labor
P
C.
D.
E. Materials
a. Ready Mix Concrete
b.
c. #16 G.I. Tie Wire (2% of RSB)
d.
e.
f.
Casting Bed
a.
b.
c. Base Course (Crushed, Grading A)
P
F. Direct Cost (C + E)
G. Overhead, Contingencies and Miscellaneous 12% 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
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
8.75
16.00 meters/pile1,596.00
Designation No. of Persons No. of Days Daily Rate Amount
1 22.80 611.92 13,951.78
4 22.80 443.20 40,419.84
8 22.80 342.24 62,424.58
Sub-total for A
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate Amount
Plate Compactor 1 4.56 984.00 4,487.04
25,645.44
47.88
266.53
1 4.56 730.00 3,328.80
342.24
1 9.12 2,812.00
4
Bar Cutter 1 9.12
Sub-total for B
Total (A+B)
8
16,032.96
68.40 443.20 121,259.52
187,273.73
Output/day 70.00
1,758.00
68.40
92,027.18
sq.m./day
Name and Specifications Quantity Unit Unit Cost Amount
517,356.62
4,530.00 1,207,389.96
Reinforcing Steel Bar 76,608.00 kg. 38.00 2,911,104.00
cu.m.
kg. 78.00 119,508.48
Forms 24,471.47 bd.ft. 37.00 905,444.32
Plywood Marine 427.73 pc. 880.00 376,400.64
Sub-total for E
cu.m. 1,042.10 49,895.75
Assorted CWN (1 kg./100 bd.ft. of Lumber)
Ready Mix Concrete
42,532.94
425,329.44
268.13 kg. 50.00 13,406.40
1,532.16
47.88 cu.m. 4,200.00 201,096.00
Coco Lumber 2,394.00 bd.ft. 15.00 35,910.00
5,820,155.54
6,337,512.17
760,501.46
507,000.97
380,250.73
5,003.30
PROJECT NAME:
Item No./Description: 400(6) Structural Steel Sheet Piles, Furnished
Unit of Measurement: ln.m.
Output per hour:
Quantity:
A. Labor
a. Const. Foreman
b. Skilled Labor
c. Unskilled Labor
P
B. Equipment, (2014 ACEL Rates)
a. Truck Mounted Crane (45 T)
P
C.
D.
E. Materials
a. Steel Sheet Piles KSP II (deliverd at site)
P
F. Direct Cost (C + E)
G. Overhead, Contingencies and Miscellaneous 12% 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
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
48.00 6.00 m./pile; width = 0.40 m. for Scour
Protection & Cofferdam1,008.00
Designation No. of Persons No. of Days Daily Rate Amount
1 2.63 611.92 1,606.29
2 2.63 443.20 2,326.80
2 2.63 342.24 1,796.76
Sub-total for A 5,729.85
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate Amount
1 2.63 20,848.00 54,726.00
Sub-total for B 54,726.00
Total (A+B) 60,455.85
Output/day 384.00 ln.m./day
Name and Specifications Quantity Unit Unit Cost Amount
48,384.00 kg. 50.00 2,419,200.00
Sub-total for E 2,419,200.00
2,479,655.85
297,558.70
198,372.47
148,779.35
3,099.57
PROJECT NAME:
Item No./Description: 400(12) Structural Steel Sheet Piles, Driven
Unit of Measurement: ln.m.
Output per hour:
Quantity:
A. Labor
a. Const. Foreman
b. Skilled Labor
c. Unskilled Labor
P
B. Equipment, (2014 ACEL Rates)
a. Truck Mounted Crane (45 T)
b.
c. Gen. Set (876-1000 KVA)
d.
e.
P
C.
D.
E. Materials
a. Welding Rod (1 kg./2000 kg. of Steel Sheet Pile)
b.
P
F. Direct Cost (C + E)
G. Overhead, Contingencies and Miscellaneous 12% 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
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
10.00 6.00 m./pile; width = 0.40 m. for Scour
Protection & Cofferdam1,008.00
Designation No. of Persons No. of Days Daily Rate Amount
1 12.60 611.92 7,710.19
6 12.60 443.20 33,505.92
6 12.60 342.24 25,873.34
Sub-total for A 67,089.46
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate Amount
1 12.60 20,848.00 262,684.80
Vibro Hammer 1 12.60 16,984.00 213,998.40
1 12.60 10,373.36 130,704.34
Welding Machine 1 12.60 2,968.00 37,396.80
6.30 363.60 2,290.68
Sub-total for B 647,075.02
Total (A+B) 714,164.47
Cutting Outfit 1
Output/day 80.00 ln.m./day
Name and Specifications Quantity Unit Unit Cost Amount
24.19 kg. 150.00 3,628.80
Oxy/Acetylene (1 set/5000 kg. of Steel Sheet Pile) 9.68 set 2,500.00 24,192.00
Sub-total for E 27,820.80
741,985.27
89,038.23
59,358.82
44,519.12
927.48
PROJECT NAME:
Item No./Description: 400(14) Precast Concrete Piles, Driven
Unit of Measurement: ln.m.
Output per hour:
Quantity:
A. Labor
a. Const. Foreman
b. Leadman
c. Skilled Labor
d. Unskilled Labor
P
B. Equipment, (2014 ACEL Rates)
a. Truck Mounted Crane (45 T)
b.
c. Drop Hammer
d.
e.
f. Air Compressor (103 Hp)
Minor Tools 10% of Labor
P
C.
D.
E. Materials
a. Coco Log
b.
c. Nail/Spike (1 kg./100 bd.ft. of Lumber)
d.
P
F. Direct Cost (C + E)
G. Overhead, Contingencies and Miscellaneous 12% 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
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
4.80
15.00 m./pile1,520.00
Designation No. of Persons No. of Days Daily Rate Amount
1 39.58 611.92 24,221.83
10 39.58 443.20 175,433.33
2 39.58
10 39.58 342.24 135,470.00
Sub-total for A 379,566.17
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate Amount
2 20.98 20,848.00 874,747.33
Diesel Hammer (K25 or equivalent) 2 10.69 9,992.00 213,579.00
2 5.15 1,600.00 16,466.67
Cutting Outfit 2 7.92 363.60 5,757.00
Jack Hammer 4 7.92 1,200.00 38,000.00
2
Sub-total for B 1,270,783.33
Total (A+B) 1,650,349.50
Output/day 38.40 ln.m./day
Name and Specifications Quantity Unit Unit Cost Amount
1,520.00 m. 350.00 532,000.00
Good Lumber (Falsework) 24,320.00 bd.ft. 37.00 899,840.00
243.20 kg. 68.00 16,537.60
Oxygen/Acytelene 15.20 set 2,500.00 38,000.00
7.92 7,720.00 122,233.33
Sub-total for E 1,486,377.60
3,136,727.10
376,407.25
250,938.17
188,203.63
2,600.18
561.36 44,441.00
PROJECT NAME:
Item No./Description: 400(16) Test Piles, Furnished and Driven (400 mm. x 400 mm.)
Unit of Measurement: ln.m.
Output per hour:
Quantity:
A. Labor
a. Const. Foreman
b. Skilled Labor
c. Unskilled Labor
P
B. Equipment, (2014 ACEL Rates)
a. Truck Mounted Crane (45 T)
b.
c. Drop Hammer
d.
e.
f. Air Compressor (103 Hp)
Minor Tools 10% of Labor
P
C.
D.
E. Materials
a. Coco Log
b.
c. Nail/Spike (1 kg./100 bd.ft. of Lumber)
d.
e.
P
F. Direct Cost (C + E)
G. Overhead, Contingencies and Miscellaneous 12% 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
84.00
Designation No. of Persons No. of Days Daily Rate Amount
1 1.75 611.92 1,070.86
6 1.75 443.20 4,653.60
6 1.75 342.24 3,593.52
Sub-total for A 9,317.98
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate Amount
1 0.93 20,848.00 19,336.52
Diesel Hammer (K25 or equivalent) 1 0.47 9,992.00 4,721.22
1 0.23 1,600.00 364.00
Cutting Outfit 1 0.35 363.60 127.26
Jack Hammer 2 0.35 1,200.00 840.00
1 0.35 7,720.00 2,702.00
Sub-total for B 28,091.00
Total (A+B) 37,408.98
Output/day 48.00 ln.m./day
Name and Specifications Quantity Unit Unit Cost Amount
142.80 m. 350.00 49,980.00
Lumber (Falsework) 1,344.00 bd.ft. 37.00 49,728.00
13.44 kg. 68.00 913.92
Oxygen/Acytelene 4.20 set 2,500.00 10,500.00
Fabricated R.C. Pile 84.00 m. 2,520.00 211,680.00
Sub-total for E 322,801.92
360,210.90
43,225.31
28,816.87
21,612.65
5,403.16
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
6.00
16 m./pile
PROJECT NAME:
Item No./Description: 401(2) Concrete Railing
Unit of Measurement: ln.m.
Output per hour:
Quantity:
A. Labor
a. Const. Foreman
b. Skilled Labor
c. Unskilled Labor
P
B. Equipment, (2014 ACEL Rates)
a. Concrete Vibrator
b.
c. Bar Bender
d.
Minor Tools 10% of Labor
P
C.
D.
E. Materials
a. Ready Mix Concrete
b.
c. Plywood 1/2" x 4' x 8'
d.
e.
f.
g.
P
F. Direct Cost (C + E)
G. Overhead, Contingencies and Miscellaneous 12% 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
101.00
Designation No. of Persons No. of Days Daily Rate Amount
1 20.20 611.92 12,360.78
2 20.20 443.20 17,905.28
4 20.20 342.24 27,652.99
Sub-total for A 57,919.06
Daily Rate Amount
1 5.05 730.00 3,686.50
Bar Cutter 1 2.53 1,758.00 4,438.95
1 2.53 2,812.00 7,100.30
Cutting Outfit 1 0.51 363.60 183.62
5,791.91
ln.m./day
Name and Specifications Quantity Unit Unit Cost Amount
Sub-total for B 21,201.27
Total (A+B)
79,152.69
Reinforcing Stee Bar 2,504.80 kg. 38.00
79,120.33
Output/day 5.00
95,182.40
4,530.00
750.00 45,450.00
17.47 cu.m.
60.60 pc.
Name and CapacityNo. of
EquipmentNo. of Days
50.10 kg. 78.00 3,907.49
Lumber 2,626.00 bd.ft. 37.00 97,162.00
Assorted CWN (1 kg./100 bd.ft. of Lumber) 26.26 kg. 50.00 1,313.00
Tie Wire (2% of RSB)
Oxy/Acetylene (1 set/5000 kg. of steel) 0.51 set 2,500.00 1,262.50
Sub-total for E 323,430.08
5,021.92
DETAILED UNIT PRICE ANALYSIS
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
0.63
48,306.05
32,204.03
24,153.02
402,550.41
PROJECT NAME:
Item No./Description: 402(1) Timber Structures for Craneway
Unit of Measurement: span
Output per hour:
Quantity:
A. Labor
a. Const. Foreman
b. Skilled Labor
c. Unskilled Labor
P
B. Equipment, (2014 ACEL Rates)
a. Truck Mounted Crane
b.
c. Cargo Truck
Minor Tools 10% of Labor
P
C.
D.
E. Materials
a. Coco Trunks
b.
c. 25 mm. dia. x 400 mm. Machine Bolt w/
d.
P
F. Direct Cost (C + E)
G. Overhead, Contingencies and Miscellaneous 12% 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
Amount
1 41.00 611.92
DETAILED UNIT PRICE ANALYSIS
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
7.00 meters/span8.00
Designation No. of Persons No. of Days Daily Rate
25,088.72
6 41.00 443.20 109,027.20
6 41.00 342.24 84,191.04
Sub-total for A 218,306.96
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate Amount
1 41.00 20,848.00 854,768.00
Drop Hammer 1 3.40 1,600.00 5,444.80
1 3.40 9,696.00 32,995.49
21,830.70
Sub-total for B 915,038.98
Total (A+B) 1,133,345.94
Output/day - span/day
Name and Specifications Quantity Unit Unit Cost Amount
350.00 pc. 950.00 332,500.00
Coco Lumber - Floor Planks and Running Board 30,000.00 bd.ft. 15.00 450,000.00
200.00 kg. 150.00 30,000.00
standard nuts and washer
25 mm. dia. Steel Bar 1,200.00 kg. 44.00 52,800.00
Sub-total for E 865,300.00
1,998,645.94
239,837.51
159,891.68
119,918.76
314,786.74
PROJECT NAME:
Item No./Description: 404a Reinforcing Steel, Grade 40
Unit of Measurement: kg.
Output per hour:
Quantity:
A. Labor
a. Const. Foreman
b. Skilled Labor
c. Unskilled Labor
P
B. Equipment, (2014 ACEL Rates)
a. Service Crane (25 T, 145 Hp)
b.
c. Bar Cutter
d. Bar Bender
P
C.
D.
E. Materials
a. Tie Wire (2% of RSB)
b.
(with 5% wastage)
P
F. Direct Cost (C + E)
G. Overhead, Contingencies and Miscellaneous 12% 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
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
180.00
3,356.80
Designation No. of Persons No. of Days Daily Rate Amount
1 2.33 611.92 1,426.45
2 2.33 443.20 2,066.30
8 2.33 342.24 6,382.40
Sub-total for A 9,875.15
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate Amount
1 0.35 11,072.00 3,871.51
Cargo Truck (10 T, 270 Hp) 1 0.35 9,696.00 3,390.37
1 1.17 1,758.00 2,049.05
1 1.17 2,812.00 3,277.54
Sub-total for B 12,588.47
Quantity Unit Unit Cost Amount
3,524.64 kg. 38.00 133,936.32
Total (A+B) 22,463.61
Output/day 1,440.00 kg./day
Name and Specifications
70.49 kg. 78.00 5,498.44
Reinforcing Steel Bar, Grade 40
Sub-total for E 139,434.76
161,898.37
19,427.80
12,951.87
9,713.90
60.77
PROJECT NAME:
Item No./Description: 404b Reinforcing Steel, Grade 60
Unit of Measurement: kg.
Output per hour:
Quantity:
A. Labor
a. Const. Foreman
b. Leadman
c. Skilled Labor
d. Unskilled Labor
P
B. Equipment, (2014 ACEL Rates)
a. Service Crane (25 T, 145 Hp)
b.
c. Bar Cutter
d. Bar Bender
P
C.
D.
E. Materials
a. Tie Wire (2% of RSB)
b.
(with 5% wastage)
P
F. Direct Cost (C + E)
G. Overhead, Contingencies and Miscellaneous 12% 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
4,842,952.39
581,154.29
387,436.19
290,577.14
64.72
use double gang of labor and equipment
Sub-total for E 4,114,331.59
1,979.95 kg. 78.00 154,435.93
Reinforcing Steel Bar, Grade 60 98,997.39 kg. 40.00 3,959,895.66
Total (A+B) 728,620.80
Output/day 2,560.00 kg./day
Name and Specifications Quantity Unit Unit Cost Amount
Sub-total for B 397,772.11
2 18.41 1,758.00 64,746.06
2 18.41 2,812.00 103,564.24
2 5.52 11,072.00 122,332.49
Cargo Truck (10 T, 270 Hp) 2 5.52 9,696.00 107,129.32
Sub-total for A 330,848.69
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate Amount
16 36.83 342.24 201,671.83
4 36.83 443.20 65,291.14
2 36.83 561.36 41,349.09
Designation No. of Persons No. of Days Daily Rate Amount
1 36.83 611.92 22,536.64
94,283.23
DETAILED UNIT PRICE ANALYSIS
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
320.00
PROJECT NAME:
Item No./Description: 405(1)b2 Structural Concrete, Class "A"
Unit of Measurement: cu.m.
Output per hour:
Quantity:
A. Labor
a. Const. Foreman
b. Leadman
c. Skilled Labor
d. Unskilled Labor
Installation & Removal of Formworks/Falsework
a. Const. Foreman
b. Leadman
c. Skilled Labor
d. Unskilled Labor
P
B. Equipment, (2014 ACEL Rates)
a. Transit Mixer (5 cu.m.)
b.
c. Batching Plant (30 cu.m.)
d. Payloader (1.50 cu.m.), LX80-2C
e. Water Truck (1000 gal.)
f. Crane w/ Bucket
P
C.
D.
E. Materials
a. Lumber, Coco
b.
c. Assorted CWN (1 kg./100 bd.ft. of Lumber)
d.
e.
f.
g.
P
F. Direct Cost (C + E)
G. Overhead, Contingencies and Miscellaneous 12% 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
use triple gang of labor and equipment
2.58 561.36 4,341.42
3 51.56
12,431.46
12 51.56 443.20 274,207.84
6,104,242.07
732,509.05
488,339.37
366,254.52
3
3 1.29 20,848.00 80,616.61
Sub-total for E 4,846,431.78
Gravel 618.70 cu.m. 1,504.50 930,834.15
Curing Compound 618.70 lit. 35.00 21,654.50
Cement 6,496.35 bag 273.00 1,773,503.55
Sand 309.35 cu.m. 1,504.50 465,417.08
Plywood (1/2" x 4' x 8') 928.05 pc. 750.00 696,037.50
618.70 kg. 50.00 30,935.00
Name and Specifications Quantity Unit Unit Cost Amount
61,870.00 bd.ft. 15.00 928,050.00
Sub-total for B 400,933.07
Total (A+B) 1,257,810.29
Output/day 240.00 cu.m./day
3 1.29 13,864.00 53,610.36
3 0.64 19,600.00 37,895.38
Concrete Vibrator 6 2.58 730.00 11,291.28
3 1.29 14,076.00 54,430.13
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate Amount
6 2.58 10,544.00 163,089.32
Sub-total for A 856,877.23
611.92 31,549.58
24 51.56 342.24 423,487.78
561.36 86,828.36
1 51.56
12 2.58 443.20 13,710.39
24 2.58 342.24 21,174.39
Designation No. of Persons No. of Days Daily Rate Amount
1 2.58 611.92 1,577.48
DETAILED UNIT PRICE ANALYSIS
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
30.00
618.70
PROJECT NAME:
Item No./Description: 406(1)a4 Prestressed Concrete AASHTO Girder (Type IV-B)
Unit of Measurement: ln.m.
Output per hour:
Quantity:
A. Labor
a. Const. Foreman
b. Skilled Labor
c. Unskilled Labor
P
B. Equipment, (2014 ACEL Rates)
a. Truck Mounted Crane w/ Bucket (45 T)
b.
c. Bar Cutter
d. Bar Bender
e. Cutting Outfit
f. Concrete Vibrator
g. Plate Compactor
P
C.
D.
E. Materials
a. Prestressed Concrete AASHTO Girder
P
F. Direct Cost (C + E)
G. Overhead, Contingencies and Miscellaneous 12% 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
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
35.00 Prestressed Concrete AASHTO Girder (Type
IV-B)202.00
Designation No. of Persons No. of Days Daily Rate Amount
1 60.60 611.92 37,082.35
8 60.60 443.20 214,863.36
6 60.60 342.24 124,438.46
Sub-total for A 376,384.18
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate Amount
1 25.25 20,848.00 526,412.00
Stressing (Jack) Machine 1 2.16 80,000.00 173,142.86
1 7.94 1,758.00 13,950.99
1 7.94 2,812.00 22,315.23
1 0.46 363.60 167.88
3 8.66 730.00 18,959.14
Sub-total for B 757,432.69
Total (A+B) 1,133,816.87
Output/day 280.00 ln.m./day
Name and Specifications Quantity Unit Unit Cost Amount
202.00 ln.m. 24,000.00 4,848,000.00
Type IVB
Sub-total for E 4,848,000.00
358,909.01
37,312.32
984.00 2,484.60 1 2.53
5,981,816.87
717,818.02
478,545.35
PROJECT NAME:
Item No./Description: 407(8) Lean Concrete
Unit of Measurement: cu.m.
Output per hour:
Quantity:
A. Labor
a. Const. Foreman
b. Skilled Labor
c. Unskilled Labor
P
B. Equipment, (2014 ACEL Rates)
a. One Bagger Mixer
b.
c. Water Truck
P
C.
D.
E. Materials
a. Portland Cement
b.
c. Gravel
P
F. Direct Cost (C + E)
G. Overhead, Contingencies and Miscellaneous 12% 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
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
1.40
17.01
Designation No. of Persons No. of Days Daily Rate Amount
1 1.52 611.92 929.35
1 1.52 443.20 673.11
2 1.52 342.24 1,039.55
Sub-total for A 2,642.02
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate Amount
1 1.52 1,376.00 2,089.80
Concrete Vibrator 1 1.52 730.00 1,108.69
1 0.15 19,600.00 2,976.75
Sub-total for B 6,175.24
Total (A+B) 8,817.26
Output/day 11.20 kg./day
Name and Specifications Quantity Unit Unit Cost Amount
161.60 bag 273.00 44,115.44
Sand 8.51 cu.m. 1,504.50 12,795.77
17.01 cu.m. 1,504.50 25,591.55
Sub-total for E 82,502.75
91,320.01
10,958.40
7,305.60
5,479.20
6,764.45
PROJECT NAME:
Item No./Description: 412 Elastomeric Bearing Pad
Unit of Measurement: each
Output per hour:
Quantity:
A. Labor
a. Const. Foreman
b. Unskilled Labor
P
B. Equipment, (2014 ACEL Rates)
a. Wood/Steel Ladder
P
C.
D.
E. Materials
a. Elastomeric Bearing Pad
Miscellaneous 10% of Labor
P
F. Direct Cost (C + E)
G. Overhead, Contingencies and Miscellaneous 12% 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
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
1.00
24.00
Designation No. of Persons No. of Days Daily Rate Amount
1 0.48 611.92 293.72
2 0.48 342.24 328.55
Sub-total for A 622.27
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate Amount
1 3.00 800.00 2,400.00
Sub-total for B 2,400.00
Total (A+B) 3,022.27
Output/day 8.00 kg./day
Name and Specifications Quantity Unit Unit Cost Amount
24.00 each 16,150.00 387,600.00
62.23
Sub-total for E 387,662.23
390,684.50
46,882.14
31,254.76
23,441.07
20,510.94
PROJECT NAME:
Item No./Description: 414 Forms and Falsework
Unit of Measurement: L.S.
Output per hour:
Quantity:
A. Labor
a. Const. Foreman
b. Skilled Labor
c. Unskilled Labor
P
B. Equipment, (2014 ACEL Rates)
a. Cutting Outfit
Minor Tools 10% of Labor
P
C.
D.
E. Materials
a. 63 mm. dia. G.I. Pipes
b. 63 mm. dia. C-Clamps
c. #16 G.I. Tie Wire
d.
P
F. Direct Cost (C + E)
G. Overhead, Contingencies and Miscellaneous 12% 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
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
1.00
Designation No. of Persons No. of Days Daily Rate Amount
1 15.00 611.92 9,178.80
6 15.00 443.20 39,888.00
6 15.00 342.24 30,801.60
Sub-total for A 79,868.40
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate Amount
1 5.00 363.60 1,818.00
7,986.84
1,508,000.00
Sub-total for B 9,804.84
Total (A+B) 89,673.24
Output/day -
78.00 2,340.00
Name and Specifications Quantity Unit Unit Cost Amount
800.00 pc. 1,885.00
2,000.00 pc. 54.00 108,000.00
30.00 kg.
Oxy/Acetylene 3.00 set 2,500.00 7,500.00
1,625,840.00
1,715,513.24
205,861.59
137,241.06
102,930.79
2,161,546.68
Sub-total for E
PROJECT NAME:
Item No./Description: 505(5) Grouted Riprap, Class A
Unit of Measurement: cu.m.
Output per hour:
Quantity:
A. Labor
a. Const. Foreman
b. Leadman
c. Skilled Labor
d. Unskilled Labor
P
B. Equipment, (2014 ACEL Rates)
a. One Bagger Mixer
b.
Minor Tools 5% of Labor
P
C.
D.
E. Materials
a. Cement
b. Sand
c. Gravel
d.
e.
f.
Miscellaneous 1% of Materials Cost
P
F. Direct Cost (C + E)
G. Overhead, Contingencies and Miscellaneous 12% 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
6 21.34
use triple gang of labor and equipment
DETAILED UNIT PRICE ANALYSIS
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
3.75
443.20 56,748.21
Daily Rate Amount
611.92
21.34
13,058.58
640.21
Designation No. of Persons No. of Days
21.34
1 21.34
For Slope Protection & Headwall apron
3
342.24 175,284.38 24
561.36 35,938.83
281,030.00
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate Amount
Sub-total for A
3 21.34 1,376.00 88,092.90
Water Truck/Pump (16000 L) 3 1.07 19,600.00 62,740.58
14,051.50
Unit Cost Amount
Sub-total for B 164,884.98
1,504.50 240,798.99
Total (A+B) 445,914.97
Output/day 30.00 cu.m./day
Name and Specifications Quantity Unit
192.06 m.
1,920.63 bag 273.00 524,331.99
160.05 cu.m.
9.60 cu.m. 1,504.50 14,447.94
Weep Holes (PVC) 101.67 19,526.41
Filter Cloth 9.60 sq.m. 160.00 1,536.50
Boulders (15 - 25 kg.) 672.22 cu.m. 1,703.50 1,145,127.62
19,457.69
Sub-total for E 1,965,227.14
144,668.53
4,745.38
2,411,142.11
289,337.05
192,891.37
PROJECT NAME:
Item No./Description: 612(1) Reflectorized Thermoplastic Pavement Markings (White)
Unit of Measurement: sq.m.
Output per hour:
Quantity:
A. Labor
a. Const. Foreman
b. Skilled Labor
c. Unskilled Labor
P
B. Equipment, (2014 ACEL Rates)
a. Cargo Truck/Delivery Truck (2-5 mt)
b.
c.
Minor Tools 10% of Labor
P
C.
D.
E. Materials
a. Thermoplastic Paint (White)
b.
c. Primer
d.
e.
f.
Miscellaneous 5% of Materials Cost
P
F. Direct Cost (C + E)
G. Overhead, Contingencies and Miscellaneous 12% 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
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
25.00
100.00
Designation No. of Persons No. of Days Daily Rate Amount
1 0.50 611.92 305.96
For Center Lines (Separation) & Edge Lines
2 0.50 443.20 443.20
6 0.50 342.24 1,026.72
Sub-total for A 1,775.88
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate Amount
1 0.50 6,264.00 3,132.00
Applicator Machine 1 0.50 750.00 375.00
Kneading Machine 1 0.50 1,500.00 750.00
177.59
1,585.00 51,512.50
Sub-total for B 4,434.59
Total (A+B) 6,210.47
Output/day 200.00 sq.m./day
L 160.00 1,920.00
Name and Specifications Quantity Unit Unit Cost Amount
32.50 bag
0.20 cyl. 828.00 165.60
Glass Beads 3.30 bag 2,500.00 8,250.00
12.00
3,180.16
LPG (50 kg) 0.40 cyl. 3,450.00 1,380.00
LPG (12 kg)
Calsumine 12.50 kg. 30.00 375.00
5,839.50
919.72
66,783.26
8,759.25
4,379.62
Sub-total for E
72,993.72
PROJECT NAME:
Item No./Description: A.1.1(3) Construction of Field Office for the Engineer
Unit of Measurement: L.S.
Output per hour:
Quantity:
A. Labor
a. Const. Foreman
b. Mason
c. Carpenter
d. Laborer
P
B. Equipment, (2014 ACEL Rates)
a. One Bagger Mixer
b.
Minor Tools 10% of Labor
P
C.
D.
E. Materials
I. Earthworks (Excavation, Embankment, Bedding)
a. Gravel Bedding
b. Selected Fill
c. Soil Poisoning
II. Concrete Works (Footing, Columns, Beams & Slab on Grade)
a. Portland Cement
b. Crushed Gravel
c. Washed Sand
III. Reinforcing Bars(Footing Columns, Beams, & Slabs on Grade)
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
P
F. Direct Cost (C + E)
G. Overhead, Contingencies and Miscellaneous 12% 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
175,478.77
D-1, Hollow Core Flush Type swing door,
complete w/ accessories, 0.90mx2.1m
1,848.00
10,400.00
12,285.00
12,036.00
2,470.00
195.00
1,560.00
6,000.00
6,930.00
250.00
78.00
4,487.00
4,750.00
24,570.00
31,594.50
27,081.00
16,530.00
50.00
16.00
273.00
1,504.50
38.00
38.00
78.00
15.00
385.00
448.70
1,900.00
273.00
1,504.50
1,504.50
bd.ft.
pc.
kg.
pc.
bag
cu.m.
cu.m.
L
bag
cu.m.
cu.m.
kg.
10.00
2.50
90.00
21.00
18.00
435.00
65.00
2.50
kg.
kg.
Sub-total for E
5.00
650.00
2.00 set
2.00 set
45.00
8.00
467,757.14
371,235.83
324,379.70
1,848.00 3,696.00
20.00 kg.
Sub-total for E (I + II + III)
- L.S./day
Name and Specifications Quantity Amount
3.50
2.00 set
Unit Unit Cost
400.00
18.00
Sub-total for B 4,259.65
Total (A+B) 46,856.13
Output/day
5,265.75
1,765.26 3,530.52
44,548.30
29,698.87
22,274.15
4,259.65
cu.m. 1,504.50
924.00
1 1.00 -
- 6.00
Sub-total for A 42,596.48
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate Amount
Water Truck
1
3 8.00 443.20 10,636.80
6 8.00 342.24 16,427.52
1 8.00 611.92 4,895.36
3 8.00 443.20 10,636.80
For Government Field Office
DETAILED UNIT PRICE ANALYSIS
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
1.00
Designation No. of Persons No. of Days Daily Rate Amount
PROJECT NAME:
Item No./Description: A.1.1(3) Construction of Field Office for the Engineer
Unit of Measurement: L.S.
Output per hour:
Quantity:
A. Labor
a. Const. Foreman
b. Mason
c. Carpenter
d. Laborer
P
B. Equipment, (2014 ACEL Rates)
a. One Bagger Mixer
b.
Minor Tools 10% of Labor
P
C.
D.
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
VIII Roofing 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 12% 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
1,000.00
5.00
10.00
5.00
kg.
kg.
kg.
gal.
ln.m.
kg.
350.00
35.00
10.00
5.00
2.00
Sub-total for E 104,707.68
16,800.00 48.00
90.00 450.00
kg. 50.00
500.00 bd.ft. 37.00 18,500.00
30.00 pc.
500.00
398.00 1,990.00 L
pc. 1.25 1,250.00
350.00 10,500.00
2.00 L 242.84 485.68
10.00 ln.m. 189.00 1,890.00
189.00 378.00
531.00 2,655.00
55.00 sq.m. 420.00 23,100.00
10.00 pc. 36.00 360.00
15.00 kg. 149.00 2,235.00
15.00 kg 47.00 705.00
38.00 380.00
20.00 pc. 118.00 2,360.00
25.00 kg. 47.00 1,175.00
18.00 kg. 48.00 864.00
38.00 1,330.00
250.00 kg. 48.00 12,000.00
100.00 kg. 48.00 4,800.00
Total (A+B) -
Output/day - L.S./day
Name and Specifications Quantity Unit Unit Cost Amount
Sub-total for B -
Water Truck 1 1.00 19,600.00
-
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate Amount
1 5.00 1,376.00
Sub-total for A -
3 16.00 443.20
6 16.00 342.24
611.92
3 16.00 443.20
1.00
Designation No. of Persons No. of Days Daily Rate Amount
1 16.00
DETAILED UNIT PRICE ANALYSIS
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
For Government Field Office
PROJECT NAME:
Item No./Description: A.1.1(3) Construction of Field Office for the Engineer
Unit of Measurement: L.S.
Output per hour:
Quantity:
A. Labor
P
B. Equipment, (2014 ACEL Rates)
P
C.
D.
E. Materials
X. Electrical Works
a. 2 x 40w Flourescent lighting fixtures
b. Porcelain Ceiling Outlet w/ female socket
c. Duplex 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 12% 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
305.00
7,353.00
6,615.00
7,353.00
6,615.00
642.00
332.00
152.00
640.00
1.00
1.00
2.00
2.00
8.00
set
321.00
166.00
19.00 pc
pc
pc
pc
pc
462.00
8.00
set
pc
pc
1.00
448.00
305.00
77.00
56.00
Sub-total for E 44,193.25
1,627.00 3,254.00
640.00
1.00
6.00
217.00 7.00 pc
2.00 set
7.00 pc 32.00 224.00
8.00 pc 34.00 272.00
31.00
2.00 pc 100.00 200.00
2.00 pc 50.00 100.00
30.00 90.00 3.00 pc
10.00 pc 18.00 180.00
4.00 pc 240.00 960.00
3.00 pc 36.00 108.00
25.00 pc 26.00 650.00
55.00 pc 8.00 440.00
20.00 pc 73.00 1,460.00
25.00 pc 16.00 400.00
3.00 roll 3,600.00 10,800.00
25.00 m 69.33 1,733.25
100.00
3.00 pc 170.00 510.00
3.00 pc 132.00 396.00
pc
Name and Specifications Quantity Unit Unit Cost Amount
5.00 set 1,030.00 5,150.00
Sub-total for B -
Total (A+B) -
Output/day - L.S./day
DETAILED UNIT PRICE ANALYSIS
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
Daily Rate
For Government Field Office
Amount
1.00
Designation No. of Persons No. of Days
50.00
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate Amount
2.00
Sub-total for A -
PROJECT NAME:
Item No./Description: A.1.1(11)
Unit of Measurement: L.S.
Output per hour:
Quantity:
A. Labor
P
B. Equipment, (2014 ACEL Rates)
P
C.
D.
E. Materials
Office Equipment/Facilities & Supplies
Electric Desk Fan
Folding Beds, Good Quality
pillows w/ pillow cases, fitted sheets and blanket
Double burner gas stove (Gasul)
10 cups Rice Cooker
Aluminum Cookware
Plate, Glass, Spoon and fork
6 seater dinning table
Monoblock w/ Backrest chair
Plastic Pail & Basin
White Board
Bond Paper (Long)
Bond Paper (Short)
Yellow Pad
White Board Marker
Sign Pen (assorted color)
Ballpen (assorted color)
Mechanical Pencil
Pencil Lead, No. 5
Puncher
Staple Pad w/ wire
Cutter Blade
Scotch Tape
Brown Envelope
Folder, Long
Folder, Short
Data File Folder
Laptop
50 m. Tape
Lighting/Water Fixtures
a. Electrical Bill
b. Water Bill
c. LPG (11 kg)
P
F. Direct Cost (C + E)
G. Overhead, Contingencies and Miscellaneous 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
2.00
6.00
unit
each
5,000.00
2.00
1.00
Name and Specifications Quantity Unit
1,370.00
5,400.00
10,000.00
1,370.00
2,700.00
870.00
3,500.00
13,062.01
8,816.85
185,153.92
10.53 mos. 1,000.00 10,533.33
Sub-total for E 163,275.06
163,275.06
-
each
box
8.00 dozen 70.00 560.00
125.00 1,000.00
8.00 dozen
8.00 roll 45.00 360.00
8.00 pc.
8.00
box 240.00 960.00
1.00 unit 250.00 250.00
dozen
4.00 unit 275.00 1,100.00
4.00
4.00 box 180.00 720.00
6.00 unit 350.00 2,100.00
10.00 pc. 75.00 750.00
2.00 dozen 580.00 1,160.00
20.00 ream 270.00 5,400.00
4.00 pad 35.00 140.00
1.00 Unit 3,000.00 3,000.00
20.00 ream 300.00 6,000.00
2.00 dozen 2,500.00 5,000.00
2.00 pc. 250.00 500.00
1.00 dozen 2,000.00 2,000.00
1.00 each 2,800.00 2,800.00
10.53 mos. 1,500.00 15,800.00
mos.
1.00 unit 3,700.00 3,700.00
1.00
Unit Cost Amount
10.53
42,000.00
unit 2,500.00 2,500.00
1.00 set 3,500.00
Sub-total for B -
Total (A+B) -
Output/day - L.S./day
3,000.00 31,600.00
85.00 680.00
85.00 680.00
145.00
1.00
DETAILED UNIT PRICE ANALYSIS
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
Designation No. of Persons No. of Days Daily Rate Amount
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate
Sub-total for A
Amount
-
1.00 set 42,000.00
Provision of Furnitures/Fixtures, Equipment and Appliances for the Field Office for the Field
Engineer
1.00 set 841.73 841.73
PROJECT NAME:
Item No./Description: B.5 Project Billboard/Signboard
Unit of Measurement: each
Output per hour:
Quantity:
A. Labor
a. Const. Foreman
b. Skilled Labor
c. Unskilled Labor
P
B. Equipment, (2014 ACEL Rates)
P
C.
D.
E. Materials
a.
b. Tarpaulin (4' x 8')
c. Assorted Lumber
d. Assorted CW Nails
P
F. Direct Cost (C + E)
G. Overhead, Contingencies and Miscellaneous 12% 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 6,463.30
Ordinary Plywood 1/2" thk. x 4' x 8' 2.00 pc. 690.00 1,380.00
Sub-total for E 6,780.00
10,259.20
1,231.10
820.74
615.55
100.00 bd.ft. 37.00 3,700.00
2.00 kg. 50.00 100.00
Name and Specifications Quantity Unit Unit Cost Amount
2.00 pc. 800.00 1,600.00
Sub-total for B -
Total (A+B) 3,479.20
Output/day - each/day
Sub-total for A 3,479.20
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate Amount
2 2.00 342.24 1,368.96
1 2.00 611.92 1,223.84
1 2.00 443.20 886.40
Designation No. of Persons No. of Days Daily Rate Amount
Per D.O. 141, s. 2016
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
2.00
DETAILED UNIT PRICE ANALYSIS
PROJECT NAME:
Item No./Description: B.7 Occupation Safety and Health Program
Unit of Measurement: month
Output per hour:
Quantity:
A. Labor
a. Safety Practioner
b. First Aider
C. Flagman ( 2 per shift )
P
B. Equipment, (2014 ACEL Rates)
a. Warning Signs and Barricades
P
C.
D.
E. Materials
a.
b. Working Gloves (Maong Material)
c. Rain Coats (Reinforced, Hip Lenth)
d. Safety Hats
P
F. Direct Cost (C + E)
G. Overhead, Contingencies and Miscellaneous 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 104,260.47
30,000.00
Sub-total for E 26,160.00
968,439.36
-
77,475.15
52,295.73
18.00 pc. 100.00 1,800.00
24.00 pc, 600.00 14,400.00
Rubber Boots (Long w/ steel toe, Black) 24.00 pair 400.00 9,600.00
24.00 pair 15.00 360.00
Total (A+B) 942,279.36
Output/day - L.S./day
Name and Specifications Quantity Unit Unit Cost Amount
Sub-total for B 30,000.00
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate Amount
Sub-total for A 912,279.36
1 158.00 443.20 70,025.60
6 316.00 342.24 648,887.04
Designation No. of Persons No. of Days Daily Rate Amount
1 316.00 611.92 193,366.72
DETAILED UNIT PRICE ANALYSIS
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
10.53
PROJECT NAME:
Item No./Description: A.1.2(5) Operation and Maintenance of 4x4 Pick Up Type Service Vehicle for the Engineer
Unit of Measurement: month
Output per hour:
Quantity:
A. Labor
a. Driver
P
B. Equipment, (2014 ACEL Rates)
P
C.
D.
E. Materials
a.
b. Spare Parts
c. Engine Oil & Lubricants
d.
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) 5% per D.O. 197, s. 2016
J. Total Unit Cost
453,647.59
-
-
22,682.38
Sub-total for E 320,236.70
45,235.51
1.00 L.S. 29,378.70 29,378.70
Miscellaneous 1.00 L.S. 45,000.00 45,000.00
Diesel 6,318.00 L 31.00 195,858.00
1.00 L.S. 50,000.00 50,000.00
Total (A+B) 133,410.89
Output/day - L.S./day
Name and Specifications Quantity Unit Unit Cost Amount
Sub-total for B -
Sub-total for A 133,410.89
Name and CapacityNo. of
EquipmentNo. of Months Monthly Rate Amount
1 316 422.32 133,410.89
10.53
Designation No. of Persons No. of Days Daily Rate Amount
DETAILED UNIT PRICE ANALYSIS
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
PROJECT NAME:
Item No./Description: B.9 Mobilization & 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
P
C.
D.
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) 5% per D.O. 197, s. 2016
J. Total Unit Cost
412,617.00
-
-
20,630.85
433,247.85
Sub-total for E -
Name and Specifications Quantity Unit Unit Cost Amount
Sub-total for B 412,617.00
Total (A+B) 412,617.00
Output/day - L.S./day
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate Amount
1 3.00 34,043.00 102,129.00
Sub-total for A -
Designation No. of Persons No. of Days Daily Rate Amount
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
1.00
DETAILED UNIT PRICE ANALYSIS
136,320.00 3.00
1
2
1
4
3.00
3.00
3.00
19,600.00
12,296.00
13,864.00
11,360.00
58,800.00
73,776.00
41,592.00
PROJECT NAME:
Item No./Description: B.4(1) Construction Survey & 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.
D.
E. Materials
a.
b. Blue Printing
Miscellaneous 5% of Materials Cost
P
F. Direct Cost (C + E)
G. Overhead, Contingencies and Miscellaneous 12% 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 102,153.07
Sub-total for E 9,975.00
16,214.77
1,945.77
1,297.18
972.89
475.00
Standard Stake Plan (800 mm x 910 mm) 20.00 pc 400.00 8,000.00
100.00 pc 15.00 1,500.00
Total (A+B) 6,239.77
Output/day 0.32 km./day
Name and Specifications Quantity Unit Unit Cost Amount
Sub-total for B 1,021.80
521.80
1 0.63 800.00 500.00
Sub-total for A 5,217.98
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate Amount
1 1.88 833.31 1,562.46
2 1.88 443.20 1,662.00
3 0.63 342.24 641.70
1 0.63 833.31 520.82
3 0.63 443.20 831.00
0.04
0.200
Designation No. of Persons No. of Days Daily Rate Amount
DETAILED UNIT PRICE ANALYSIS
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
PROJECT NAME:
Item No./Description: 403(1) Structural Steel, Furnished, Fabricated and Erected
Unit of Measurement: kg.
Output per hour:
Quantity:
A. Labor
a. Const. Foreman
b. Leadman
c. Skilled Labor
d. Unskilled Labor
P
B. Equipment, (2014 ACEL Rates)
a. Truck Mounted Crane
b.
c. Welding Machine
d. Generator Set (1401 - 1500 KW)
e. Cutting Outfit
Minor Tools 10% of Labor
P
C.
D.
E. Materials
a. Structural Steel (imported)
Structural Steel Support
b. 1 - I Beam x 10.0 m.
c.
d.
e.
f. Oxy/Acetylene (1 kg./5000 kg. of Steel)
P
F. Direct Cost (C + E)
G. Overhead, Contingencies and Miscellaneous 12% per D.O. 22 s 2015
H. Contractor's Profit(CP) 8% per D.O. 22 s 2015
I. Value Added Tax (VAT) 5% per D.O. 22 s 2015
J. Total Unit Cost
DETAILED UNIT PRICE ANALYSIS
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy.
Vitali, Zamboanga City,
245.25
1,207.00
Designation No. of Persons No. of Days Daily Rate Amount
1 0.62 611.92 376.45
1 0.62 561.36 345.34
4 0.62 443.20 1,090.61
8 0.62 342.24 1,684.34
Sub-total for A 3,496.73
Name and CapacityNo. of
EquipmentNo. of Days Daily Rate Amount
1 0.62 20,848.00 12,825.45
Drop Hammer 1 0.49 1,600.00 787.44
1 0.43 2,968.00 1,278.12
1 0.43 21,902.16 9,431.77
2 0.43 363.60 313.16
349.67
Sub-total for B 24,985.61
Total (A+B) 28,482.34
Output/day 1,962.00 kg./day
Name and Specifications Quantity Unit Unit Cost Amount
1,207.00 kg. 162.93 196,656.51
(including fabrication, galvanization, pre-trial,
assembly, hauling & erection cast)
78.46 kg. 50.00 3,922.75
2 - Tubular Pipe 0.35 mm Ø x 10.0 m. 0.99 m. 950.75 941.00
4 - RSB 30 mm. Ø x 12.0 m. 19.31 kg. 38.00 733.86
Welding Rod (1 kg./2000 kg. of Steel) 0.60 kg. 150.00 90.53
0.24 set 2,500.00 603.50
241.59
Sub-total for E 202,948.14
231,430.48
27,771.66
18,514.44
13,885.83
Bureau : DPWH
Region : IX
District/City : Zamboanga City
Date :
NAME OF PROJECT : Appropriation : P
Source of Funds :
Issued Obligated Authority :
LOCATION: Released :
Cal. Days to Complete :
PROJECT CATEGORY : Desirable Starting Date :
Mode of Implementation : by contract
PROJECT DESCRIPTION : Limits: Length:
Scope of Work : Bridge
Road Width : 6.70 m. m.
Roadbed Width : 12.00 m.
Subbase Course : 0.30 m. thk. m.
Surface Course : 0.15 m. thk.
m.
Approaches Net Length: ln.m.
Bridge Length: ln.m.
MINIMUM EQUIPMENT REQUIREMENT : TECHNICAL PERSONNEL REQUIRED :
Diesel Hammer
Truck Mounted Crane Drop Hammer
Gen. Set (876 - 1000 KVA) Jack Hammer
Gen. Set (1401 - 1500 KW) Service Crane
Welding Machine Air Compressor
PART A - FACILITIES FOR THE ENGINEER
PART B - OTHER GENERAL REQUIREMENTS
A.1.2(5)Operation and Maintenance of 4x4 Pick Up Type Service
Vehicle for the Engineer0.98 month 10.53
1.00 Mobilization & Demobilization 0.89
0.20
2.00
968,439.36
1.00
UNIT COST
371,235.83
1
1
Laborers (Unskilled)
1
2
1 20
NATIONAL ROAD
Transti Mixer
1
2 Foreman
51.34
Abutment A 1864+935.79
1864+987.13
8
Laborers (Skilled)
upon approval
QUANTITY
L.S.B.9
B.7 Occupation Safety and Health Program 2.10 month 10.53
0.04
Project Billboard/Signboard
Construction Survey & Staking
0.02 each
B.4(1)
163,275.06
A.1.1(3) Construction of Field Office for the Engineer 1.00
km.
371,235.83
A.1.1(11) 0.35
L.S.
Stressing (Jack) Machine
Water Tank
Batching Plant
Payloader 4
Cargo Truck
Plate Compactor2
1
1
DESCRIPTION% OF
TOTALUNIT
2 Bar BenderRoad Roller
Water Truck
One Bagger Mixer
2
ITEM NO.
Backhoe 3 Concrete Cutter
Road Grader 2 Bar Cutter
Bulldozer 2 Concrete Vibrator 3 Geometric Surveyor 1
Dump Truck 12 1
75.79
51.34
72.87
148.66
1865+060.00End of Proj.
No.
316
4 Concrete Screeder 1 Materials Engineer 1
1864+860.00Beg. of Proj.
Abutment B
Water Pump
B.5
Mason
Zamboanga City
91,940.45
60,000,000.00
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City
Road, Brgy. Vitali, Zamboanga City,
CY-2017 GAA
Description No.
0.80
Republic of the Philippines
Department of Public Works and Highways
PROGRAM OF WORK
(For all types of Project)
December 8, 2016
Description No. Description
Calendar Days
81,073.86
453,647.59 43,081.44
163,275.06
10,259.20
16,214.77
Materials Lab. Tech.
Carpenter
1
ESTIMATED COST OF PROPOSED WORK
Provision of Furnitures/Fixtures, Equipment and
Appliances for the Field Office for the Field Engineer
12
1
Kneading Machine
30
1
Crane with Bucket
412,617.00
DIRECT COST
TOTAL
1
412,617.00
5,129.60
1 Project Engineer
L.S.
Safety Practitioner 1
2
1
1
1
Applicator Machine 1
1
1
1
1
UNIT COSTQUANTITYDESCRIPTION
% OF
TOTALUNITITEM NO.
DIRECT COST
TOTAL
PART C - EARTHWORKS
PART D - SUBBASE AND BASE COURSE
PART E - SURFACE COURSES
PART F - BRIDGE CONSTRUCTION
P
1,715,513.24 414 Forms and Falsework 3.71 L.S. 1.00 1,715,513.24
5,368.61
412 Elastomeric Bearing Pad 0.85 each 24.00 390,684.50 16,278.52
407(8) Lean Concrete 0.20 cu.m. 17.01 91,320.01
9,866.24
406(1)a4 Prestressed Concrete AASHTO Girder (Type IV-B) 12.94 ln.m. 202.00 5,981,816.87 29,612.95
405(1)b2 Structural Concrete, Class "A" 13.21 cu.m. 618.70 6,104,242.07
48.23
404b Reinforcing Steel, Grade 60 10.48 kg. 94,283.23 4,842,952.39 51.37
404a Reinforcing Steel, Grade 40 0.35 kg. 3,356.80 161,898.37
3,985.65
402(1) Timber Structures for Craneway 4.33 span 1,998,645.94 249,830.74
401(2) Concrete Railing 0.87 ln.m. 101.00 402,550.41
8.00
300(1) Gravel Surface Course
Bridge Excavation Above Ordinary Water Level cu.m.
104(2)
Portland Cement Concrete Pavement, 0.28 m. thk.
cu.m.
cu.m.
Aggregate Subbase Course
428.72
505(5) Grouted Riprap, Class A 5.22 cu.m. 640.21 2,411,142.11
55.00
5,582.00
1,679.21 1,612,039.58
3,665,956.17
736.10
1,294.29
656.75
742,920.16
158,335.49
6,337,512.17 3,970.87
74,664.48
98,952.76 230.81
960.00
1,357.54
T O T A L
3.49 sq.m.
100.00
0.21103(2)a
311(1)e1
1.61
0.16
103(2)b Bridge Excavation Below Ordinary Water Level
Embankment, Common Borrow
200
46,209,838.85
cu.m. 574.00
400(12)
13.71 ln.m. 1,596.00
7.93
230.81 0.34 cu.m. 686.00
2,459.98 400(6) Structural Steel Sheet Piles, Furnished 5.37 ln.m. 1,008.00 2,479,655.85
741,985.27
360,210.90 0.78 ln.m. 84.00
Structural Steel Sheet Piles, Driven 1.61
3,766.17
4,288.23
400(14) Precast Concrete Piles, Driven 6.79 ln.m. 1,520.00 3,136,727.10 2,063.64
400(16)
231,430.48
729.94
PART G - DRAINAGE AND SLOPE PROTECTION STRUCTURES
612(1) Reflectorized Thermoplastic Pavement Markings (White) 0.16 sq.m. 100.00 72,993.72
PART H - MISCELLANEOUS STRUCTURES
403(1) Structural Steel, Furnished, Fabricated and Erected 0.50 kg. 1,207.00
Test Piles, Furnished and Driven (400 mm. x 400 mm.)
400(4)a Precast Concrete Piles, Furnished
1,008.00 ln.m.
191.74
NAME OF PROJECT :
I. ESTIMATED COST
A. DIRECT COST
A.1. Labor
A.2. Equipment Expenses
A.3. Materials
P
B. INDIRECT COST (Per D.O. # 197, s. 2016)
B.1. Overhead, Contingency & Misc.
(12 % Max. of D.C.)
B.2. Profit (8 % Max. of D.C.)
C. VAT (5% of D.C. and I.C. Per D.O. # 197, s. 2016)
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
Checked :
Submitted : Recommending Approval :
Approved :
JORGE U. SEBASTIAN, JR., CESO III
Regional Director
LEONCIO B. SOLAMILLO CAYAMOMBAO D. DIA
Chief, Construction Division OIC - Assistant Regional Director
Engineer II Engineer II
Prepared :
ELWICK P. ACUÑA JERALD R. BARRERA
TOTAL ESTIMATED PROJECT COST 100.00 60,000,000.00
0.00 114.63
3.50 2,100,000.00
4.60 2,757,137.40
SUBTOTAL (CONTRACT COST) 96.50 57,899,885.37
6.05 3,627,485.94
8.84 5,305,423.18
SUB-TOTAL (DIRECT COST) 77.02 46,209,838.85
10.47 6,279,714.73
59.47 35,680,663.44
7.08 4,249,460.68
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy. Vitali, Zamboanga City,
Zamboanga City
BREAKDOWN OF ESTIMATED EXPENDITURES % OF TOTAL AMOUNT
Beg. Of Proj. - Abutment A to
Abutment A - Abutment B toAbutment B - End of Proj. to
Approaches Net Length 148.66 Ln.m.Bridges Net Length 51.34 Ln.m. Contract Duration : 316 CD
OCM PROFIT % VALUE
(9) (10) (11) (12) (13)
(5) x (8) 5%[(5) + (9)] (9) + (10) (5) + (11) (12) / (3)
PART A - FACILITIES FOR THE ENGINEER
A.1.1(3) Construction of Field Office for the Engineer 1.00 L.S. 371,235.83 12.00 8.00 20.00 74,247.17 22,274.15 96,521.32 467,757.14 467,757.14
A.1.1(11) Provision of Furnitures/Fixtures, Equipment and
Appliances for the Field Office for the Field Engineer 1.00 L.S. 163,275.06 - 8.00 8.00 13,062.01 8,816.85 21,878.86 185,153.92 185,153.92
A.1.2(5) Operation and Maintenance of 4x4 Pick Up Type Service
Vehicle for the Engineer 10.53 month 453,647.59 - - - - 22,682.38 22,682.38 476,329.97 45,235.51
TOTAL OF PART A 988,158.48 87,309.17 53,773.38 141,082.55 1,129,241.03
B.4(1) Construction Survey & Staking 0.20 km. 16,214.77 12.00 8.00 20.00 3,242.95 972.89 4,215.84 20,430.61 102,153.07
B.5 Project Billboard/Signboard 2.00 each 10,259.20 12.00 8.00 20.00 2,051.84 615.55 2,667.39 12,926.59 6,463.30
B.7 Occupation Safety and Health Program 10.53 month 968,439.36 - 8.00 8.00 77,475.15 52,295.73 129,770.87 1,098,210.23 104,260.47
B.9 Mobilization & Demobilization 1.00 L.S. 412,617.00 - - - - 20,630.85 20,630.85 433,247.85 433,247.85
TOTAL OF PART B 1,407,530.33 82,769.94 74,515.01 157,284.96 1,564,815.29
104(2) Embankment, Common Borrow 5,582.00 cu.m. 3,665,956.17 12.00 8.00 20.00 733,191.23 219,957.37 953,148.60 4,619,104.78 827.50
TOTAL OF PART C 3,665,956.17 733,191.23 219,957.37 953,148.60 4,619,104.78
200 Aggregate Subbase Course 574.00 cu.m. 742,920.16 12.00 8.00 20.00 148,584.03 44,575.21 193,159.24 936,079.41 1,630.80
TOTAL OF PART D 742,920.16 148,584.03 44,575.21 193,159.24 936,079.41
300(1) Gravel Surface Course 55.00 cu.m. 74,664.48 12.00 8.00 20.00 14,932.90 4,479.87 19,412.76 94,077.24 1,710.50
311(1)e1 Portland Cement Concrete Pavement, 0.28 m. thk. 960.00 sq.m. 1,612,039.58 12.00 8.00 20.00 322,407.92 96,722.37 419,130.29 2,031,169.87 2,115.80
TOTAL OF PART E 1,686,704.06 337,340.81 101,202.24 438,543.05 2,125,247.11
103(2)a Bridge Excavation Above Ordinary Water Level 428.72 cu.m. 98,952.76 12.00 8.00 20.00 19,790.55 5,937.17 25,727.72 124,680.47 290.82
103(2)b Bridge Excavation Below Ordinary Water Level 686.00 cu.m. 158,335.49 12.00 8.00 20.00 31,667.10 9,500.13 41,167.23 199,502.72 290.82
400(4)a Precast Concrete Piles, Furnished 1,596.00 ln.m. 6,337,512.17 12.00 8.00 20.00 1,267,502.43 380,250.73 1,647,753.16 7,985,265.33 5,003.30
400(6) Structural Steel Sheet Piles, Furnished 1,008.00 ln.m. 2,479,655.85 12.00 8.00 20.00 495,931.17 148,779.35 644,710.52 3,124,366.37 3,099.57
400(12) Structural Steel Sheet Piles, Driven 1,008.00 ln.m. 741,985.27 12.00 8.00 20.00 148,397.05 44,519.12 192,916.17 934,901.44 927.48
400(14) Precast Concrete Piles, Driven 1,520.00 ln.m. 3,136,727.10 12.00 8.00 20.00 627,345.42 188,203.63 815,549.05 3,952,276.15 2,600.18
400(16) Test Piles, Furnished and Driven (400 mm. x 400 mm.) 84.00 ln.m. 360,210.90 12.00 8.00 20.00 72,042.18 21,612.65 93,654.83 453,865.73 5,403.16
401(2) Concrete Railing 101.00 ln.m. 402,550.41 12.00 8.00 20.00 80,510.08 24,153.02 104,663.11 507,213.51 5,021.92
402(1) Timber Structures for Craneway 8.00 span 1,998,645.94 12.00 8.00 20.00 399,729.19 119,918.76 519,647.95 2,518,293.89 314,786.74
403(1) Structural Steel, Furnished, Fabricated and Erected 1,207.00 kg. 231,430.48 12.00 8.00 20.00 46,286.10 13,885.83 60,171.92 291,602.40 241.59
404a Reinforcing Steel, Grade 40 3,356.80 kg. 161,898.37 12.00 8.00 20.00 32,379.67 9,713.90 42,093.58 203,991.95 60.77
404b Reinforcing Steel, Grade 60 94,283.23 kg. 4,842,952.39 12.00 8.00 20.00 968,590.48 290,577.14 1,259,167.62 6,102,120.01 64.72
405(1)b2 Structural Concrete, Class "A" 618.70 cu.m. 6,104,242.07 12.00 8.00 20.00 1,220,848.41 366,254.52 1,587,102.94 7,691,345.01 12,431.46
406(1)a4 Prestressed Concrete AASHTO Girder (Type IV-B) 202.00 ln.m. 5,981,816.87 12.00 8.00 20.00 1,196,363.37 358,909.01 1,555,272.39 7,537,089.26 37,312.32
407(8) Lean Concrete 17.01 cu.m. 91,320.01 12.00 8.00 20.00 18,264.00 5,479.20 23,743.20 115,063.21 6,764.45
412 Elastomeric Bearing Pad 24.00 each 390,684.50 12.00 8.00 20.00 78,136.90 23,441.07 101,577.97 492,262.47 20,510.94
414 Forms and Falsework 1.00 L.S. 1,715,513.24 12.00 8.00 20.00 343,102.65 102,930.79 446,033.44 2,161,546.68 2,161,546.68
TOTAL OF PART F 35,234,433.81 7,046,886.76 2,114,066.03 9,160,952.79 44,395,386.60
(1) (2) (3) (4) (5) (8)
APPROVED BUDGET FOR THE CONTRACT
Widening of Vitali Bridge and Approaches along Zamboanga City - Pagadian City Road, Brgy. Vitali, Zamboanga City,
ITEM NO. DESCRIPTION QUANTITY UNITESTIMATED DIRECT
COSTUNIT COST
1,864,987.13
1864+860.00
MARK-UPS IN % TOTAL MARK-UPSVAT
TOTAL INDIRECT
COSTTOTAL COST
1865+060.00
1864+935.79
1864+935.79 1864+987.13
PART B - OTHER GENERAL REQUIREMENTS
PART C - EARTHWORKS
PART D - SUBBASE AND BASE COURSE
PART E - SURFACE COURSES
(7)
PART F - BRIDGE CONSTRUCTION
(6)
OCM PROFIT % VALUE
(9) (10) (11) (12) (13)
(5) x (8) 5%[(5) + (9)] (9) + (10) (5) + (11) (12) / (3)(1) (2) (3) (4) (5) (8)
ITEM NO. DESCRIPTION QUANTITY UNITESTIMATED DIRECT
COSTUNIT COST
MARK-UPS IN % TOTAL MARK-UPSVAT
TOTAL INDIRECT
COSTTOTAL COST
(7)(6)
505(5) Grouted Riprap, Class A 640.21 cu.m. 2,411,142.11 12.00 8.00 20.00 482,228.42 144,668.53 626,896.95 3,038,039.06 4,745.38
TOTAL OF PART G 2,411,142.11 482,228.42 144,668.53 626,896.95 3,038,039.06
612(1) Reflectorized Thermoplastic Pavement Markings (White) 100.00 sq.m. 72,993.72 12.00 8.00 20.00 14,598.74 4,379.62 18,978.37 91,972.09 919.72
TOTAL OF PART H 72,993.72 14,598.74 4,379.62 18,978.37 91,972.09
TOTAL 46,209,838.85 8,932,909.12 2,757,137.40 11,690,046.52 57,899,885.37
Prepared by : Submitted by : Recommending Approval: Approved by :
Head, BAC Technical Working Group Chief, Construction Division OIC - Assistant. Regional Director
PART G - DRAINAGE AND SLOPE PROTECTION STRUCTURES
Regional Director
BELEN A. SAPALLEDA LEONCIO B. SOLAMILLO CAYAMOMBAO D. DIA JORGE U. SEBASTIAN, JR., CESO III
PART H - MISCELLANEOUS STRUCTURES