DETAILED UNIT PRICE ANALYSIS€¦ · DETAILED UNIT PRICE ANALYSIS Sub-total for A 1,860.33 Name and...

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


Output per hour:

Quantity:

A. Labor

a. Const. Foreman

b. Unskilled Labor

P



b.

c.

P

C.

D.

E. Materials

a. Aggregate Subbase Course

P





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



50.00

574.00

Designation




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


Total (A+B) 55,029.95



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


Output per hour:

Quantity:

A. Labor

a. Const. Foreman

b. Unskilled Labor

P



b.

c.

P

C.

D.

E. Materials

a. Uncrushed Aggregate Surface Course

P





J. Total Unit Cost




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



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


Total (A+B) 5,272.91



63.25 cu.m. 1,097.10 69,391.58

(w/ 15% Shrinkage Factor)


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


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





J. Total Unit Cost

960.00


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




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


Total (A+B) 214,516.22

Output/day 460.00 sq.m./day


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


1,612,039.58

193,444.75

128,963.17

96,722.37

2,115.80




57.50

PROJECT NAME:

Item No./Description: 103(2)a Bridge Excavation Above Ordinary Water Level


Output per hour:

Quantity:

A. Labor

a. Const. Foreman

b. Skilled Labor

c. Unskilled Labor

P


a. Backhoe (0.80 cu.m.)

b.


P

C.

D.

E. Materials

P





J. Total Unit Cost




20.00

428.72


1 2.68 611.92 1,639.64

1 2.68 443.20 1,187.55

2 2.68 342.24 1,834.06




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


Total (A+B) 98,952.76



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


Output per hour:

Quantity:

A. Labor

a. Const. Foreman

b. Skilled Labor

c. Unskilled Labor

P


a. Backhoe (0.80 cu.m.)

b.


P

C.

D.

E. Materials

P





J. Total Unit Cost




20.00

686.00


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



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


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


a. Concrete Vibrator

b.

c. Bar Bender

d.


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





J. Total Unit Cost




8.75

16.00 meters/pile1,596.00


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



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


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


Output per hour:

Quantity:

A. Labor

a. Const. Foreman

b. Skilled Labor

c. Unskilled Labor

P


a. Truck Mounted Crane (45 T)

P

C.

D.

E. Materials

a. Steel Sheet Piles KSP II (deliverd at site)

P





J. Total Unit Cost




48.00 6.00 m./pile; width = 0.40 m. for Scour

Protection & Cofferdam1,008.00


1 2.63 611.92 1,606.29

2 2.63 443.20 2,326.80

2 2.63 342.24 1,796.76




1 2.63 20,848.00 54,726.00


Total (A+B) 60,455.85

Output/day 384.00 ln.m./day


48,384.00 kg. 50.00 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


Output per hour:

Quantity:

A. Labor

a. Const. Foreman

b. Skilled Labor

c. Unskilled Labor

P



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





J. Total Unit Cost




10.00 6.00 m./pile; width = 0.40 m. for Scour

Protection & Cofferdam1,008.00


1 12.60 611.92 7,710.19

6 12.60 443.20 33,505.92

6 12.60 342.24 25,873.34




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


Total (A+B) 714,164.47

Cutting Outfit 1



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


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


Output per hour:

Quantity:

A. Labor

a. Const. Foreman

b. Leadman

c. Skilled Labor

d. Unskilled Labor

P



b.

c. Drop Hammer

d.

e.

f. Air Compressor (103 Hp)


P

C.

D.

E. Materials

a. Coco Log

b.

c. Nail/Spike (1 kg./100 bd.ft. of Lumber)

d.

P





J. Total Unit Cost




4.80

15.00 m./pile1,520.00


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




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



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


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.)


Output per hour:

Quantity:

A. Labor

a. Const. Foreman

b. Skilled Labor

c. Unskilled Labor

P



b.

c. Drop Hammer

d.

e.

f. Air Compressor (103 Hp)


P

C.

D.

E. Materials

a. Coco Log

b.

c. Nail/Spike (1 kg./100 bd.ft. of Lumber)

d.

e.

P





J. Total Unit Cost


84.00


1 1.75 611.92 1,070.86

6 1.75 443.20 4,653.60

6 1.75 342.24 3,593.52




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


Total (A+B) 37,408.98



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


360,210.90

43,225.31

28,816.87

21,612.65

5,403.16



6.00

16 m./pile

PROJECT NAME:

Item No./Description: 401(2) Concrete Railing


Output per hour:

Quantity:

A. Labor

a. Const. Foreman

b. Skilled Labor

c. Unskilled Labor

P


a. Concrete Vibrator

b.

c. Bar Bender

d.


P

C.

D.

E. Materials

a. Ready Mix Concrete

b.

c. Plywood 1/2" x 4' x 8'

d.

e.

f.

g.

P





J. Total Unit Cost

101.00


1 20.20 611.92 12,360.78

2 20.20 443.20 17,905.28

4 20.20 342.24 27,652.99


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



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.


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


5,021.92




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


a. Truck Mounted Crane

b.

c. Cargo Truck


P

C.

D.

E. Materials

a. Coco Trunks

b.

c. 25 mm. dia. x 400 mm. Machine Bolt w/

d.

P





J. Total Unit Cost

Amount

1 41.00 611.92




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




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


Total (A+B) 1,133,345.94

Output/day - span/day


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


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


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





J. Total Unit Cost




180.00

3,356.80


1 2.33 611.92 1,426.45

2 2.33 443.20 2,066.30

8 2.33 342.24 6,382.40




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


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


161,898.37

19,427.80

12,951.87

9,713.90

60.77

PROJECT NAME:

Item No./Description: 404b Reinforcing Steel, Grade 60


Output per hour:

Quantity:

A. Labor

a. Const. Foreman

b. Leadman

c. Skilled Labor

d. Unskilled Labor

P


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





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


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




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




16 36.83 342.24 201,671.83

4 36.83 443.20 65,291.14

2 36.83 561.36 41,349.09


1 36.83 611.92 22,536.64

94,283.23




320.00

PROJECT NAME:

Item No./Description: 405(1)b2 Structural Concrete, Class "A"


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


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





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


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


61,870.00 bd.ft. 15.00 928,050.00


Total (A+B) 1,257,810.29


3 1.29 13,864.00 53,610.36

3 0.64 19,600.00 37,895.38


3 1.29 14,076.00 54,430.13



6 2.58 10,544.00 163,089.32


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


1 2.58 611.92 1,577.48




30.00

618.70

PROJECT NAME:

Item No./Description: 406(1)a4 Prestressed Concrete AASHTO Girder (Type IV-B)


Output per hour:

Quantity:

A. Labor

a. Const. Foreman

b. Skilled Labor

c. Unskilled Labor

P


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





J. Total Unit Cost




35.00 Prestressed Concrete AASHTO Girder (Type

IV-B)202.00


1 60.60 611.92 37,082.35

8 60.60 443.20 214,863.36

6 60.60 342.24 124,438.46




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


Total (A+B) 1,133,816.87



202.00 ln.m. 24,000.00 4,848,000.00

Type IVB


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


Output per hour:

Quantity:

A. Labor

a. Const. Foreman

b. Skilled Labor

c. Unskilled Labor

P


a. One Bagger Mixer

b.

c. Water Truck

P

C.

D.

E. Materials

a. Portland Cement

b.

c. Gravel

P





J. Total Unit Cost




1.40

17.01


1 1.52 611.92 929.35

1 1.52 443.20 673.11

2 1.52 342.24 1,039.55




1 1.52 1,376.00 2,089.80


1 0.15 19,600.00 2,976.75


Total (A+B) 8,817.26

Output/day 11.20 kg./day


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


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


a. Wood/Steel Ladder

P

C.

D.

E. Materials

a. Elastomeric Bearing Pad

Miscellaneous 10% of Labor

P





J. Total Unit Cost




1.00

24.00


1 0.48 611.92 293.72

2 0.48 342.24 328.55

Sub-total for A 622.27



1 3.00 800.00 2,400.00


Total (A+B) 3,022.27

Output/day 8.00 kg./day


24.00 each 16,150.00 387,600.00

62.23


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


a. Cutting Outfit


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





J. Total Unit Cost




1.00


1 15.00 611.92 9,178.80

6 15.00 443.20 39,888.00

6 15.00 342.24 30,801.60




1 5.00 363.60 1,818.00

7,986.84

1,508,000.00


Total (A+B) 89,673.24

Output/day -

78.00 2,340.00


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


Output per hour:

Quantity:

A. Labor

a. Const. Foreman

b. Leadman

c. Skilled Labor

d. Unskilled Labor

P


a. One Bagger Mixer

b.


P

C.

D.

E. Materials

a. Cement

b. Sand

c. Gravel

d.

e.

f.

Miscellaneous 1% of Materials Cost

P





J. Total Unit Cost

6 21.34

use triple gang of labor and equipment




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



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


1,504.50 240,798.99

Total (A+B) 445,914.97


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


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


a. Cargo Truck/Delivery Truck (2-5 mt)

b.

c.


P

C.

D.

E. Materials

a. Thermoplastic Paint (White)

b.

c. Primer

d.

e.

f.


P





J. Total Unit Cost




25.00

100.00


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




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


Total (A+B) 6,210.47


L 160.00 1,920.00


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


Output per hour:

Quantity:

A. Labor

a. Const. Foreman

b. Mason

c. Carpenter

d. Laborer

P


a. One Bagger Mixer

b.


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





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


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




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




1.00


PROJECT NAME:



Output per hour:

Quantity:

A. Labor

a. Const. Foreman

b. Mason

c. Carpenter

d. Laborer

P


a. One Bagger Mixer

b.


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





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


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


Sub-total for B -

Water Truck 1 1.00 19,600.00

-



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


1 16.00





PROJECT NAME:



Output per hour:

Quantity:

A. Labor

P


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





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


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


5.00 set 1,030.00 5,150.00

Sub-total for B -

Total (A+B) -





Daily Rate


Amount

1.00

Designation No. of Persons No. of Days

50.00



2.00

Sub-total for A -

PROJECT NAME:

Item No./Description: A.1.1(11)


Output per hour:

Quantity:

A. Labor

P


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


G. Overhead, Contingencies and Miscellaneous 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


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) -


3,000.00 31,600.00

85.00 680.00

85.00 680.00

145.00

1.00






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


P

C.

D.

E. Materials

a.

b. Tarpaulin (4' x 8')

c. Assorted Lumber

d. Assorted CW Nails

P





J. Total Unit Cost 6,463.30

Ordinary Plywood 1/2" thk. x 4' x 8' 2.00 pc. 690.00 1,380.00


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


2.00 pc. 800.00 1,600.00

Sub-total for B -

Total (A+B) 3,479.20

Output/day - each/day




2 2.00 342.24 1,368.96

1 2.00 611.92 1,223.84

1 2.00 443.20 886.40


Per D.O. 141, s. 2016



2.00


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


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






30,000.00


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







1 158.00 443.20 70,025.60

6 316.00 342.24 648,887.04


1 316.00 611.92 193,366.72




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


P

C.

D.

E. Materials

a.

b. Spare Parts

c. Engine Oil & Lubricants

d.

P



H. Contractor's Profit(CP) per D.O. 197, s. 2016


J. Total Unit Cost

453,647.59

-

-

22,682.38


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



Sub-total for B -



EquipmentNo. of Months Monthly Rate Amount

1 316 422.32 133,410.89

10.53





PROJECT NAME:

Item No./Description: B.9 Mobilization & Demobilization


Output per hour:

Quantity:

A. Labor

P


a. Low Bed Trailer

b. Water Truck

c. Backhoe

d. Payloader

e. Dumptruck

P

C.

D.

E. Materials

P



H. Contractor's Profit(CP) per D.O. 197, s. 2016


J. Total Unit Cost

412,617.00

-

-

20,630.85

433,247.85

Sub-total for E -



Total (A+B) 412,617.00




1 3.00 34,043.00 102,129.00

Sub-total for A -




1.00


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


a. Total Station w/ complete accessories


P

C.

D.

E. Materials

a.

b. Blue Printing


P







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



521.80

1 0.63 800.00 500.00




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





PROJECT NAME:

Item No./Description: 403(1) Structural Steel, Furnished, Fabricated and Erected


Output per hour:

Quantity:

A. Labor

a. Const. Foreman

b. Leadman

c. Skilled Labor

d. Unskilled Labor

P


a. Truck Mounted Crane

b.

c. Welding Machine

d. Generator Set (1401 - 1500 KW)

e. Cutting Outfit


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


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




245.25

1,207.00


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




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


Total (A+B) 28,482.34



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


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

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