DETAILED UNIT PRICE ANALYSIS...DETAILED UNIT PRICE ANALYSIS Road Widening including Drainage of...

PROJECT NAME :

Item No./Description : Structure Excavation

Unit of Measurement : cu.m.

Output per hour :

Quantity :

A. Labor

a. Construction Foreman

b. Laborers

P

B Equipment, (2014 ACEL Rates)

a. Dumptruck

b. Backhoe

Minor Tools (10% of Labor)

P

C. P

D. Output/day cu.m./day

E. Materials

P

F. Direct Cost (C+E)

G. Overhead, Contingencies and Miscellaneous per D.O 197 s 2016

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

I. Value Added Tax (VAT) per D.O 197 s 2016

J. Total Unit Cost

gerald_0101

196.64

5% 2,606.75

285.11

Sub-total for B 42,215.84

Sub-total for E 0.00

44,182.20

10% 4,418.22

8% 3,534.58

Total (A+B) 44,182.20

160.00

Name and Specifications Quantity Unit Unit Cost Amount

1 1.20 12,296.00 14,755.20

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

2 1.20 11,360.00 27,264.00

3 1.20 342.24 1,232.06

Sub-total for A 1,966.37

Daily Rate Amount

1 1.20 611.92 734.30

103(1a)

20.00

192.00

Designation No. of Person No. of Days

DETAILED UNIT PRICE ANALYSIS

Road Widening including Drainage of Pagadian City - Zamboanga City Road,

Zamboanga del Sur, 2nd DEO

PROJECT NAME :

Item No./Description : Foundation Fill


Output per hour :

Quantity :

A. Labor


b. Laborer

P


a. Plate Compactor

b. Water Truck

c. Minor Tools (10% of Labor)

P

C. P

D. Output/day cu.m. /day

E. Materials

a. Filling Materials

P





J. Total Unit Cost

gerald_0101

5% 788.05

1,654.91

11.50 cu.m. 886.60 10,195.90

Sub-total for E 10,195.90

13,356.78

10% 1,335.68

8% 1,068.54


Total (A+B) 3,160.88

10.00


1 1.00 984.00 984.00

1 0.01 19,600.00 196.00



1 1.00 611.92 611.92

4 1.00 342.24 1,368.96




103(3)

1.25

10.00

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

PROJECT NAME :

Item No./Description : Pipe Culvert and Drain Excavation


Output per hour :

Quantity :

A. Labor


b. Laborer

P


a. Dumptruck

b. Backhoe


P

C. P

D. Output/day cu.m./day

E. Materials

a.

P





J. Total Unit Cost

gerald_0101

285.11

31,525.84

10% 3,152.58

8% 2,522.07

5% 1,860.02



Total (A+B) 31,525.84

160.00


140.31

2 0.86 11,360.00 19,454.00

1 0.86 12,296.00 10,528.45



1 0.86 611.92 523.96

3 0.86 342.24 879.13




103(6)a

20.00

137.00


PROJECT NAME :

Item No./Description : Embankment (Selected Borrow)


Output per hour :

Quantity :

A. Labor


b. Laborer

P


a. Road Grader

b. Road Roller

c. Water Truck

P

C. P


E. Materials

a. Common Borrow

P





J. Total Unit Cost

gerald_0101

1,183.54

5,677,952.50

10% 567,795.25

8% 454,236.20

5% 334,999.20

Sub-total for E 5,131,158.00


Total (A+B) 546,794.50

400.00


7,430.00 cu.m. 690.60 5,131,158.00

1 3.72 19,600.00 72,814.00

1 14.86 17,384.00 258,326.24

1 14.86 13,216.00 196,389.76



1 14.86 611.92 9,093.13

2 14.86 342.24 10,171.37

5,944.00





104(1b)1

50.00

PROJECT NAME :

Item No./Description : Subgrade Preparation

Unit of Measurement : sq.m.

Output per hour :

Quantity :

A. Labor


b. Laborer

P


a. Road Grader

b. Road Roller

c. Water Truck

P

C. P

D. Output/day sq.m. /day

E. Materials

a.

P





J. Total Unit Cost

gerald_0101

19.00

225,991.22

10% 22,599.12

8% 18,079.30

5% 13,333.48



Total (A+B) 225,991.22

2,400.00


1 1.54 19,600.00 30,094.17

1 6.14 17,384.00 106,766.73

1 6.14 13,216.00 81,168.27



1 6.14 611.92 3,758.21

2 6.14 342.24 4,203.85

14,740.00





105(1)a

300.00

PROJECT NAME :

Item No./Description : Aggregate Subbase Course


Output per hour :

Quantity :

A. Labor


b. Laborer

P


a. Road Grader

b. Road Roller

c. Water Truck

P

C. P


E. Materials

a. Aggregate Subbase Course

(w/ Shrinkage of 15%)

P





J. Total Unit Cost

gerald_0101


1,546.81

11,510,533.82

10% 1,151,053.38

8% 920,842.71

5% 679,121.50

10,603.00 cu.m. 1,005.60 10,662,376.80


Total (A+B) 848,157.02

400.00


1 5.76 19,600.00 112,945.00

1 23.05 17,384.00 400,701.20

1 23.05 13,216.00 304,628.80



1 23.05 611.92 14,104.76

2 23.05 342.24 15,777.26

9,220.00





200(1)

50.00

PROJECT NAME :

Item No./Description : Aggregate Surface Course


Output per hour :

Quantity :

A. Labor


b. Laborer

P


a. Road Grader

b. Road Roller

c. Water Truck

P

C. P


E. Materials

a. Aggregate Surface Course

(w/ shrinkage of 15%)

P





J. Total Unit Cost

gerald_0101

5% 95,324.28

1,689.29


1,615,665.74

10% 161,566.57

8% 129,253.26

1,362.75 cu.m. 1,105.60 1,506,656.40


Total (A+B) 109,009.34

400.00


1 0.74 19,600.00 14,516.25

1 2.96 17,384.00 51,500.10

1 2.96 13,216.00 39,152.40



2 2.96 342.24 2,027.77

Daily Rate Amount

1 2.96 611.92 1,812.81

300(1)

50.00

1,185.00





PROJECT NAME :

Item No./Description : Portland Cement Concrete Pavement-using Conventional Method, 0.28m thick

Unit of Measurement : sq.m.

Output per hour :

Quantity :

A. Labor


b. Skilled

c. Laborer

P


a. Transit Mixer

b. Concrete Vibrator

c. Batching Plant

d. Pay Loader

e. Concrete Screeder

f. Water Truck

g. Concrete Saw

h. Bar Cutter

Minor Tools (5% of labor)

P

C. P

D. Output/day sq.m. /day

E. Materials

a. Reinforcing Steel Bar

b. Curing Compound

c. Asphalt Sealant

d. Sand

e. Gravel

f. Cement

g. Concrete Saw

h. Pipe Sleeve, 2" dia.

i. Grease/Tar

j. Steel Forms

P





J. Total Unit Cost

gerald_0101

1 3.45 1,758.00 6,070.36

1 34.53 19,600.00 676,785.96

1 34.53 261.04 9,013.68

4 34.53 10,544.00 1,456,332.89

5% 1,419,386.33

1,870.07


24,057,395.44

10% 2,405,739.54

8% 1,924,591.64

124.32 l.m 133.00 16,535.12

7,331.94 lit 60.00 439,916.40

124.32 lit 21.00 2,610.81

4,462.92 cu.m 1,205.60 5,380,496.35

42,397.74 bag 264.84 11,228,708.75

2,454.61 cu.m 1,105.60 2,713,812.39

2.39 pc 8,000.00 19,126.80

4,622.31 lit 40.00 184,892.40

2,709.63 lit 75.00 203,222.25

7,969.50 kg 40.00 318,780.00

Sub-total for B 3,325,139.90

Total (A+B) 3,549,294.17

461.60


11,207.71

1 34.53 13,864.00 478,722.48

1 34.53 4,360.00 150,550.35

2 34.53 730.00 50,413.65

1 34.53 14,076.00 486,042.82



4 34.53 443.20 61,214.60

12 34.53 342.24 141,810.14

Daily Rate Amount

1 34.53 611.92 21,129.53

311(1)e1

57.70

15,939.00





PROJECT NAME :

Item No./Description : Reinforcing Steel Bar, Grade 40

Unit of Measurement : kg.

Output per hour :

Quantity :

A. Labor


b. Skilled

c. Laborer

P


a. Bar Cutter

b. Bar Bender

c. Cargo Truck

P

C. P

D. Output/day kg. /day

E. Materials

a. Tie Wire

b. Reinforcing Steel Bar, Grade 40

P





J. Total Unit Cost

gerald_0101

5% 6,504.37

60.28


110,243.48

10% 11,024.35

8% 8,819.48

2,379.30 kgs 40.00 95,172.00

47.59 kgs 70.00 3,331.02


Total (A+B) 11,740.46

1,440.00


1 0.79 2,812.00 2,212.50

1 0.24 6,264.00 1,478.57

1 0.79 1,758.00 1,383.20



2 1.57 443.20 1,394.85

8 1.57 342.24 4,308.42

Daily Rate Amount

1 1.57 611.92 962.92

404(1)a

180.00

2,266.00





PROJECT NAME :

Item No./Description : RC Culvert Pipe, 910 mm (36" dia.)

Unit of Measurement : ln.m

Output per hour :

Quantity :

A. Labor


b. Skilled Laborer

c. Laborer

P


a. Backhoe

b. Plate Compactor


P

C. P

D. Output/day ln.m /day

E. Materials

a. Portland Cement

b. Sand

c. RC Pipes (910 mm dia.)

d. Sand Bedding

P





J. Total Unit Cost

gerald_0101




500(1a)3

1.75

37.00


1 2.64 611.92 1,617.22

757.78

2 2.64 443.20 2,342.63

4 2.64 342.24 3,617.97


Total (A+B) 25,884.16

14.00




1 1.32 12,296.00 16,248.29

1 1.32 984.00 1,300.29

10% 11,209.37

39.96 bag 264.84 10,583.09

2.26 cu.m 1,105.60 2,495.34

37.00 pc 1,835.00 67,895.00

8% 8,967.50

5% 6,613.53

3,753.62

5,236.121,105.60cu.m4.74


112,093.72

PROJECT NAME :

Item No./Description : Stone Masonry

Unit of Measurement : cu.m

Output per hour :

Quantity :

A. Labor


b. Skilled Laborer

c. Laborer

P


a. One Bagger Mixer

b. Water Truck

c. Backhoe


P

C. P

D. Output/day cu.m /day

E. Materials

a. Cement

b. Sand

c. Gravel Fill

d. Weep Holes (PVC)

e. Filter Cloth

f. Boulders

Miscellaneous (1% of Materials)

P





J. Total Unit Cost

gerald_0101




506(1)

1.56

78.00


1 6.24 611.92 3,818.38

2 6.24 443.20 5,531.14

8 6.24 342.24 17,084.62



1 6.24 1,376.00 8,586.24

1 0.31 19,600.00 6,115.20

1 0.62 12,296.00 7,672.70

2,643.41


Total (A+B) 51,451.70

12.50



310,114.31

10% 31,011.43

429.00 bag 264.84 113,617.28

23.40 cu.m 1,105.60 25,871.04

1.56 cu.m 1,205.60 1,880.74

23.40 ln.m 133.00 3,112.20

1.17 sq.m 160.00 187.20

8% 24,809.14

5% 18,296.74

4,926.05

81.90 cu.m 1,360.60 111,433.14

2,561.02

PROJECT NAME :

Item No./Description : Project Billboard

Unit of Measurement : Unit

Output per hour :

Quantity :

A. Labor


b. Carpenters

c. Laborer

P


P

C. P

D. Output/day Unit /day

E. Materials

a. Marine Plywood 3/16" thk. X 4' x 8'

b. Tarpaulin (4' x 8')

c. Assorted Sizes Lumber

d. Assorted Sizes CW Nails

P





J. Total Unit Cost

gerald_0101




B.5

2.00


1 0.25 611.92 152.98

1 0.25 443.20 110.80

Sub-total for A 434.90



5,100.90

10% 510.09

Sub-total for B 0.00

Total (A+B) 434.90

0.00


2.00 pc 475.00 950.00

8% 408.07

5% 300.95

3,160.01

2 0.25 342.24 171.12

2.00 pc 800.00 1,600.00

100.00 bd. Ft 20.00 2,000.00

2.00 kg 58.00 116.00

PROJECT NAME :

Item No./Description : Construction Safety and Health Program

Unit of Measurement : L.S

Output per hour :

Quantity :

A. Labor

a. Safety Practitioner

b. First Aider

P


P

C. P

D. Output/day L.S /day

E. Materials

a. Pairs, Rubber Boots Men, Long with

Steel Toe, Black

b. Pairs, Working Gloves (Maong

Materials)

c. Pcs. Rain Coats (Rain Forced, Hip

Length Small, Medium & Large)

P





J. Total Unit Cost

gerald_0101




B.7

1.00


1 72.00 611.92 44,058.24

1 144.00 443.20 63,820.80




Total (A+B) 107,879.04

0.00


24.00 pair 400.00 9,600.00

24.00 pair 15.00 360.00

24.00 pcs 100.00 2,400.00


120,239.04

0.00

8% 9,619.12

5% 6,492.91

136,351.07

PROJECT NAME :

Item No./Description : Mobilization and Demobilization

Unit of Measurement : L.S

Output per hour :

Quantity :

A. Labor

P


a. Low Bed Trailer

b. Water Truck

c. Backhoe

d. Payloader

e. Dumptruck

f. Bullduzer

g. Road Roller

h. Road Grader

P

C. P

D. Output/day L.S /day

E. Materials

P





J. Total Unit Cost

gerald_0101

B.9

1.00







2 2.00 34,043.00 136,172.00

1 2.00 17,384.00 34,768.00

13,216.00 26,432.002.00


486,156.00

0.00


Total (A+B) 486,156.00

0.00


0.00

5% 24,307.80

510,463.80

1 2.00 19,600.00 39,200.00

2 2.00 12,296.00 49,184.00

2 2.00 13,864.00 55,456.00

4 2.00 11,360.00 90,880.00

1 2.00 27,032.00 54,064.00

1

PROJECT NAME :

Item No./Description : Construction of Field Office for the Engineer

Unit of Measurement : LS

Output per hour :

Quantity :

A. Labor


b. Masons

c. Carpenters

d. Laborers

P


a. Bagger Mixer

b. Water Truck


P

C. P

D. Output/day LS /day

E. Materials

I. Earthworks (Excavation, Embankment, Bedding)

a. Gravel Bedding

b. Selected Fill

c. Soil Poisoning

II.

a. Portland Cement

b. Crushed Gravel

c. Washed Sand

III.

a. Deformed Round Bar, Grade 40

b. No. 16 GI Tie Wire

IV. Formworks (Columns & Beams)

a. Coco Lumber

b. Ordinary Plywood, 1/4"x4'x8'

c. CWN, Assorted

V. Masonry Works (masonry walls & plastering)

a. CHB 6" thk

b. Portland Cement

c. Washed Sand

d. 10mm dia. X 6m RSB

e. No. 16 GI Tie Wire

VI. Doors and Windows

a.

b. W-1, Jalousie window, 1.4m x 1.2m

c. W-2, Jalousie window, 2.8m x 1.2m

P





J. Total Unit Cost


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

A.1.1(3)

1.00


1 10.00 611.92 6,119.20

3 10.00 443.20 13,296.00

3 10.00 443.20 13,296.00

6 10.00 342.24 20,534.40



1 5.00 1,376.00 6,880.00

1 1.00 19,600.00 19,600.00

5,324.56


Total (A+B) 85,050.16

0.00


3.50 cu.m 1,205.60 4,219.60

10.00 cu.m 886.60 8,866.00

2.50 lit 1,900.00 4,750.00

Concrete Works (Footing, Columns, Beams & Slab on Grade)

90.00 bag 264.84 23,835.79

20.00 cu.m 1,205.60 24,112.00

17.00 cu.m 1,105.60 18,795.20

Reinforcing Bars(Footing Columns, Beams, & Slabs on Grade)

500.00 kg 40.00 20,000.00

20.00 kg 70.00 1,400.00

400.00 bd.ft 20.00 8,000.00

18.00 pc 520.00 9,360.00

5.00 kg 58.00 290.00

650.00 pc 18.00 11,700.00

50.00 bag 264.84 13,242.11

10.00 cu.m 1,105.60 11,056.00

75.00 kg 43.00 3,225.00

2.50 kg 70.00 175.00

D-1, Hollow Core Flush Type swing door,

complete w/ accessories, 0.90mx2.1m2.00 set 1,765.27 3,530.54

2.00 set 924.00 1,848.00

2.00 set 1,848.00 3,696.00

Sub-Total for E 172,101.24


400,677.75

10% 40,067.77

8% 32,054.22

5% 23,639.99

496,439.73

PROJECT NAME :



Output per hour :

Quantity :

A. Labor


b. Masons

c. Carpenters

d. Laborers

P


a. Bagger Mixer

b. Water Truck


P

C. P


E. Materials

VII.Steel Works

a. 65 x 65 x 6mm. L

b. 50 x 50 x 6mm. L

c. 50 x 50 x 4mm. L

d. Purlins C- 150 x 50 x 3mm.

e. 16mm dia. Cross bracing

f. 16mm dia. Turn buckle

g. 12mm thk base plate

h. 10mm thk batten plate

i. 10mm dia. Sag rod

j. 20mm dia. X 350 mm anchor bolts

k. Welding Rod

l. Primer, Zinc Cromate

VIIIRoofing Works

a. Pre-painted GI Roofing Sheet long span

b. Pre-painted ridge roll ga 24, 0.60m width

c. Pre-painted flashing, ga. 24

d. Teckscrew 11/2"

e. Roof Sealant

IX. Carpentry Works

a. Rough Lumber, sun dried tanguile

b. Plywood, ordinary 1/4" x 4' x 8'

c. Finishing Nails

d. Common Wire Nails

e. Wood Preservative Brown

P





J. Total Unit Cost



A.1.1(3)

1.00


1 16.00 611.92

3 16.00 443.20

3 16.00 443.20

6 16.00 342.24



1 5.00 1,376.00

1 1.00 19,600.00


Total (A+B) 0.00

0.00


300.00 kg 48.00 14,400.00

200.00 kg 48.00 9,600.00

100.00 kg 48.00 4,800.00

19.00 kg 45.00 855.00

32.00 kg 50.00 1,600.00

15.00 pc 123.00 1,845.00

22.00 kg 45.00 990.00

15.00 kg 45.00 675.00

7.50 kg 50.00 375.00

7.00 pc 60.00 420.00

12.50 kg 125.00 1,562.50

5.00 gal 531.00 2,655.00

55.00 sq.m 420.00 23,100.00

10.00 ln.m 189.00 1,890.00

2.00 ln.m 189.00 378.00

500.00 pc 1.25 625.00

2.00 lit 242.84 485.68

350.00 bd.ft 37.00 12,950.00

30.00 pc 350.00 10,500.00

5.00 kg 74.00 370.00

10.00 kg 74.00 740.00

5.00 lit 900.00 4,500.00



10%

8%

5%

PROJECT NAME :



Output per hour :

Quantity :

E. Materials

X. Electrical Works

a. 2 x 40w Flourescent lighting fixtures

b. Porcelain Ceiling Outlet w/ female socket

c. douplex Convinience outlet

d. two gang switch

e. 3.5mm2 thw

f. 8.00mm2 thw

g. 15mm dia. PVC pipe

h. 15mm dia. PVC Coupling

i. 15mm dia. PVC Elbow

j. 15mm dia. PVC Clamp

k. 20mm dia. RSC Pipe

l. 20mm dia. RSC Coupling

m. 20mm dia. RSC elbow

n. 20mm dia. RSC Clamp

o. 20mm dia. Service entrance cap

p. wire holder

q. utility box

r. octagonal box

s. electrical tape (big)

t. panel board (side main w/ braches)

XI. Plumbing Works

a. Water Closet (include. Fitting & Accessories)

b. Lavatory (include fitting & Accessories)

c. 1/2" GI Pipe S-40

d. 1/2" Water Faucet

e. 1/2" Assorted Connector

f. 4" PVC series 1000

g. 2" PVC series 1000

h. 4" PVC assorted Connector

i. 2" PVC assorted Connector

P





J. Total Unit Cost



A.1.1(3)

1.00


5.00 set 1,500.00 7,500.00

2.00 pc 50.00 100.00

3.00 pc 170.00 510.00

3.00 pc 132.00 396.00

3.00 roll 3,600.00 10,800.00

25.00 m 69.33 1,733.25

20.00 pc 76.00 1,520.00

25.00 pc 27.00 675.00

25.00 pc 26.00 650.00

55.00 pc 8.00 440.00

4.00 pc 240.00 960.00

3.00 pc 36.00 108.00

3.00 pc 30.00 90.00

10.00 pc 18.00 180.00

2.00 pc 101.49 202.98

2.00 pc 50.00 100.00

7.00 pc 32.00 224.00

8.00 pc 34.00 272.00

7.00 pc 28.00 196.00

2.00 set 3,000.00 6,000.00

1.00 set 7,631.94 7,631.94

1.00 set 5,000.00 5,000.00

2.00 pc 292.00 584.00

2.00 pc 165.00 330.00

8.00 pc 19.00 152.00

1.00 pc 640.00 640.00

1.00 pc 305.00 305.00

6.00 pc 77.00 462.00

8.00 pc 56.00 448.00



10%

8%

5%

PROJECT NAME :

Item No./Description : Prov. Of Furniture/Fixtures, Equipment and Appliances for the Field Office for the Engineer


Output per hour :

Quantity :

A.

P

B

P

C. P


E. MaterialsOffice Equipment/Facilities & Suppliesa. Office Table, Executive type w/ chair

b. 1/2" wooden office tablec. Drawing Tabled. Electric Desk Fane. Folding Beds, Good Qualityf. 6" sleeping beds w/ pillows and blanket

g. Double burner gas stove (Gasul)h. 10 cups Rice Cookeri. Aluminum Cookwarej. Plate, Glass, Spoon and forkk. 6 seater dinning tablel. Monoblock Backrest chairm. Plastic Pail & Basinn. White Boardo. Bond Paper (Long)p. Bond Paper (Short)q. Yellow Padr. White Board Markers. Sign Pen (assorted color)t. Ballpen (assorted color)u. Mechanical Pencilv. Pencil Lead, No. 5w. Puncherx. Staple Pad w/ wire

y. Cutter Bladez. Scotch Tapeaa Brown Envelopbb Folder, Longcc Folder, Shortdd Data File Folderee Desktop w/ complete accessoriesff Printer (3in1)gg Camera

Lighting/Water Fixtures

a. Electric Billb. Water Billc. LPG Gasul (11 kg)

PF. Direct Cost (C+E)G. Overhead, Contingencies and Miscellaneous per D.O 197 s 2016H. Contractor's Profit (CP) per D.O 197 s 2016I. Value Added Tax (VAT) per D.O 197 s 2016J. Total Unit Cost



A.1.1(11)

1.00





Total (A+B) 0.00

0.00


2.00 unit 7,000.00 14,000.002.00 each 2,830.00 5,660.002.00 unit 5,000.00 10,000.003.00 unit 1,370.00 4,110.003.00 each 2,700.00 8,100.003.00 each 5,000.00 15,000.001.00 unit 3,700.00 3,700.001.00 unit 2,500.00 2,500.001.00 set 3,500.00 3,500.001.00 dozen 2,000.00 2,000.001.00 each 2,800.00 2,800.002.00 dozen 2,500.00 5,000.002.00 pc 500.00 1,000.003.00 Unit 7,000.00 21,000.0020.00 ream 300.00 6,000.0020.00 ream 270.00 5,400.006.00 pad 35.00 210.0010.00 pc 75.00 750.002.00 dozen 650.00 1,300.00

7.00 dozen 70.00 490.00

4.00 box 180.00 720.006.00 unit 350.00 2,100.004.00 box 145.00 580.001.00 Unit 253.32 253.322.00 Unit 275.00 550.00

3.20 mons 1,000.00 3,200.00

1.00 unit 60,000.00 60,000.001.00 unit 20,000.00 20,000.002.00 unit 15,000.00 30,000.00

2.00 box 240.00 480.0010.00 roll 45.00 450.007.00 dozen 125.00 875.007.00 dozen 85.00 595.00

Sub-Total for E 240,383.32Sub-total for E 240,383.32

240,383.32

5% 12,019.17252,402.49

12.00 pc 85.00 1,020.00

3.20 mons 1,200.00 3,840.003.20 mons 1,000.00 3,200.00

PROJECT NAME :

Item No./Description : Reflectorized Thermoplastic Pavement Markings (White)

Unit of Measurement : sq.m

Output per hour :

Quantity :

A. Labor


b. Skilled Laborer

c. Laborer

P


a. Cargo Truck/Delivery Truck

b. Applicator Machine

c. Kneading Machine


P

C. P

D. Output/day sq.m /day

E. Materials

a. Thermoplastic Paint (white)

b. Glass Beads

c. Primer

d. LPG (50 kg.)

e. LPG (12 kg.)

f. Calsumine


P





J. Total Unit Cost

gerald_0101

433,644.51

74.38 kg 5.00 371.88

Total (A+B) 46,105.84

200.00


18,454.22


10% 43,364.45

8% 34,691.56

5% 25,585.03

903.00

193.38 bag 1,585.00 306,499.38

19.64 bag 2,500.00

cyl 50.00 59.50

49,087.50

71.40 liter 180.00 12,852.00

2.38 cyl 90.00 214.20

1.19


595.00


1 2.98 611.92 1,820.46

2 2.98 443.20 2,637.04

1 2.98 750.00 2,231.25

6 2.98 342.24 6,108.98

1 2.98 1,500.00 4,462.50



1 2.98 9,696.00 28,845.60




612(1)

25.00

PROJECT NAME :

Item No./Description : Construction Survey and Staking

Unit of Measurement : Km.

Output per hour :

Quantity :

A. Labor

(For Field Works)

a. Geodetic Engineer

b. Skilled Laborer

c. Laborer

(For Office Works)

a. Geodetic Engineer

b. Skilled Laborer

P


a. Total Station w/ complete

accessories


P

C. P

D. Output/day Km. /day

E. Materials

a. Standard Stake Plan (800 mm x 910 mm)

b. Blue Printing


P





J. Total Unit Cost

gerald_0101


93,870.23

10% 9,387.02

8% 7,509.62

5% 5,538.34

48,888.28

175.00 pcs 40.00 7,000.00

700.00

6,620.57


Total (A+B) 79,170.23

0.30


35.00 pcs 200.00 7,000.00

2 23.79 443.20 21,087.46



1 7.93 800.00 6,344.00

3 7.93 443.20 10,543.73

3 7.93 342.24 8,141.89

1 23.79 833.31 19,824.44




B.7

0.04

2.38


1 7.93 833.31 6,608.15

PROJECT NAME :

Item No./Description : Embankment (from Excavation)


Output per hour :

Quantity :

A. Labor

For Excavation Work


b. Laborer

Spreading & Compaction


b. Laborer

P


For Excavation Work

a. Road Grader

b. Road Roller

c. Water Truck

Spreading & Compaction

a. Road Grader

b. Road Roller

c. Water Truck

P

C. P


E. Materials

P





J. Total Unit Cost

gerald_0101


894,100.04

10% 89,410.00

8% 71,528.00

5% 52,751.90

251.66


Total (A+B) 894,100.04

400.00


1 9.13 13,864.00 126,635.86

1 9.13 11,360.00 103,763.94

1 11.01 17,384.00 191,310.92

1 11.01 13,216.00 145,442.08

1 2.75 19,600.00 53,924.50

1 11.01 611.92 6,734.18

2 11.01 342.24 7,532.70



1 9.13 27,032.00 246,914.34




104(1a)1

50.00

4,402.00


1 9.13 611.92 5,589.37

2 9.13 342.24 6,252.14

Bureau : DPWH

Region : IX

District/City : Zamboanga City

NAME/LOCATION OF PROJECT : Approriation : P

Source of Funds :

Issued Obligated Authority :

Released :

Cal. Days to Complete :

PROJECT CATEGORY : Desirable Starting Date :

NATIONAL ROAD Mode of Implementation :

PROJECT DESCRIPTION : NET LENGTH :

K1681+892.00 - K1684+271.00

Scope of Work : Road Widening

Road Width :

Roadbed Width :

Subbase Course : 0.30 mtrs thick

Surface Course : 0.15 mtrs thick Net Length : ln.m. / km

MINIMUM EQUIPMENT REQUIREMENT : TECHNICAL PERSONNEL REQUIRED :

Dumptruck (10 Wheeler) Water Pump Project Engineer

Bullduzer Portable Screed Materials Engineer

Backhoe Concrete Vibrator Geometric Control

Road Grader Concrete Cutter Foreman

Road Roller Bar Cutter Materials Lab. Tech

Pay Loader Bar Bender Mason

Water Truck Conc. Mixer (1-Bagger) Carpenter

Water Tank Plate Compactor Laborers (Skilled)

Transit Mixer Laborers (Unskilled)

P

104(1a)1 Embankment (from Excavation) 1.913 cu.m. 4,402.00 894,100.04 203.11

400,677.75

240,383.32 240,383.32

TOTAL 46,743,594.28

B.7 Construction Survey and Staking 0.201 Km. 2.38 93,870.23

B.7 Construction Safety and Health Program

1.00

0.257

486,156.00

1.00 120,239.04

100.000

120,239.04

2,550.45

486,156.00

2.00 5,100.90

39,457.85

B.9 Mobilization and Demobilization

A.1.1(11)Prov. Of Furniture/Fixtures, Equipment

and Appliances for the Field Office for

the Engineer

UnitProject Billboard 0.011

1.040 L.S

0.514

B.5

L.S

DIRECT COST

TOTAL UNIT COST

10

1,335.68

ESTIMATED COST OF PROPOSED WORK

ITEM NO. DESCRIPTION % OF TOTAL UNIT

1

103(3) 13,356.78

103(1a) Structure Excavation 0.095 cu.m. 192.00 44,182.20 230.12

20

1

0.067 cu.m. 137.00

QUANTITY

1

Foundation Fill 0.029 cu.m. 10.00

2

2

1

3

2

2

4

2

Pipe Culvert and Drain Excavation

Department of Public Works and Highways

PROGRAM OF WORK

(For all types of Project)

Road Widening including Drainage of Pagadian City -

Zamboanga City Road, Zamboanga del Sur, 2nd DEO

71,000,000.00

CY-2017

Cal. Days144.00

NO.DESCRIPTION NO.

31,525.84 230.12 103(6)a

Upon Approval

2,379.00

DESCRIPTION NO.

10

2

2.379

DESCRIPTION

1

1

1

1

1

10

6

2

1

2

4

11,510,533.82

225,991.22

1,248.43 200(1)

955.24 104(1b)1 Embankment (Selected Borrow) 12.147 cu.m. 5,944.00 5,677,952.50

105(1)a Subgrade Preparation 0.483 sq.m. 14,740.00

Aggregate Subbase Course 24.625 cu.m. 9,220.00

15.33

Aggregate Surface Course 3.456 cu.m. 1,185.00 1,615,665.74 1,363.43

LS

3,029.56 500(1a)3

404(1)a Reinforcing Steel Bar, Grade 40 0.236 kg. 2,266.00 110,243.48 48.65

112,093.72

0.928

1.00

300(1)

311(1)e1Portland Cement Concrete Pavement-using

Conventional Method, 0.28m thick51.467

310,114.31

RC Culvert Pipe, 910 mm (36" dia.) 0.240 ln.m 37.00

612(1)

3,975.82

Reflectorized Thermoplastic Pavement

Markings (White)sq.m 595.00 433,644.51 728.81

A.1.1(3) 0.857Construction of Field Office for the

Engineer400,677.75 LS 1.00

506(1) Stone Masonry 0.663 cu.m 78.00

405 (1) a3 Structural Concrete, Class A 0.771 cu.m 54.00 360,367.42 6,673.47

sq.m. 15,939.00 24,057,395.44 1,509.34

Name of Project :

Station Limits : K1681+892.00 - K1684+271.00

I. ESTIMATED COST

A. DIRECT COST

A.1 Materials

A.2 Labor

A.3 Equipment Expenses

P

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

B.1 Overhead, Contingency & Misc.

(10% Max. of D.C.)

B.2 Profit (8% Max. D.C.)

C. VAT (5% of D.C. and I.C. per D.O. # 197)

P

II. ESTIMATED GOVERNMENT EXPENDITURES

1 Engineering and Administrative Overhead (3.5%)

2 Detailed Engineering (1%)

3 Reserved for the Payment of RROW)

4 Physical Reserved

P

Prepared by: Submitted by:

Recommending Approval: APPROVED:

CAYAMOMBAO D. DIA

OIC-Assistant Regional Director

Engineer II

Road Widening including Drainage of Pagadian City - Zamboanga City Road, Zamboanga del

Sur, 2nd DEO

BREAKDOWN OF ESTIMATED EXPENDITURES % OF TOTAL AMOUNT

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

55.67

0.90

9.26

39,527,966.97

642,018.56

6,573,608.75

6.46

5.19

4,589,681.59

3,681,364.40

57,765,372.28

3.87 2,750,732.01

Regional Director

LEONCIO B. SOLAMILLO

Chief, Construction Division

TOTAL ESTIMATED PROJECT COST 100.00 71,000,000.00

SUB-TOTAL (CONTRACT COST)

15.14 10,749,627.72

JERALD R. BARRERA

3.50

81.36

2,485,000.00

JORGE U. SEBASTIAN, JR., CESO III

Station Limits : K1681+892.00 - K1684+271.00

Length : ln.m. Contract Duration : Calendar Days

DRAINAGE AND SLOPE PROTECTION STRUCTURES

MISCELLANEOUS STRUCTURES

Prepared by: Recommending Approval: APPROVED:

104(1a)1 Embankment (from Excavation) 4,402.00 cu.m. 894,100.04 10.00 8.00 18.00 160,938.01

583,086.91 TOTAL OF PART F 470,610.90 84,709.96

136,591.67 60.28 404(1)a Reinforcing Steel Bar, Grade 40 2,266.00 kg. 110,243.48 10.00 8.00 18.00 19,843.83

cu.m.

225,991.22

10.00 8.00

10.00

103(1a) Structure Excavation 192.00 cu.m. 44,182.20

1,546.81

1,689.29

29,807,112.95

A.1.1(3) Construction of Field Office for the Engineer 1.00 LS

1,514,710.61

18,296.74 18.00 55,820.58

4,621,151.01

6,613.53

75,997.45 24,910.27

18.00 4,330,331.18 1,419,386.33 10.00 8.00

10.00 8.00

137.00

PART F BRIDGE CONSTRUCTION

Item No. Description

(1)

Quantity UnitEstimated Direct

Cost OCM PROFIT

PART A

(2) (3) (4) (5) (7)

FACILITIES FOR THE ENGINEER

(9) = (5)X(8)

MARK-UP IN PERCENT

10.00 8.00

(6)

18.00 7,952.80

%

(8)

18.00

27,433.93

16,896.64

10.00 8.00

8.00 9,619.12

VATVALUE

18.00 2,404.22

18.00 5,674.65

2,606.75

APPROVED BUDGET FOR THE CONTRACT

Project Name and Location

2,379.00 144.00


TOTAL MARK-UPS

18.00

31,525.84 8.00

Foundation Fill 10.00 cu.m. 13,356.78

0.00

10.00 8.00

TOTAL COST

(13) = (12) / (3)

386,144.11

788.05

1,860.02

334,999.20

13,333.48

679,121.50

(10) = [(5)+(9)]*5%

TOTAL COST

(12) = (5) + (11)

16,549.05

TOTAL INDIRECT COST

54,011.90

2,001,809.85

35,659.15

24,307.80

36,640.01

5,538.34 116,305.22

1,870.07

39,060.52

7,034,983.15

280,003.13

14,261,551.40

(11) = (9) + (10)

31,808,922.80

1,654.91

285.11

1,183.54

19.00

107,781.15 748,842.22

24,307.80 510,463.80 510,463.80

64,073.93 769,440.11

22,434.99

138,884.12 3,753.62

496,439.73 496,439.73

252,402.49 252,402.49

10,559.55 54,741.75

CAYAMOMBAO D. DIA

537,285.55

4,926.05

903.00

6,135,861.62

26,790.40 20,176.87

6,504.37 26,348.19

27,766.04 112,476.01

103,641.04 25,585.03

OIC-Assistant Regional DirectorHead TWG, BAC

JORGE U. SEBASTIAN, JR., CESO III

Regional Director

11,021,778.00 2,725,821.74 TOTAL 46,743,594.28

BELEN A. SAPALLEDA

TOTAL OF PART H

74,117.32

78,056.01 25,585.03 103,641.04

57,765,372.28 8,271,045.99

384,231.63 Stone Masonry 78.00

537,285.55

433,644.51 78,056.01

10.00 8.00

1,615,665.74

310,114.31 10.00 8.00

10.00

24,057,395.44

25,673,061.18

5,749,717.51

2,751,017.58

95,324.28

10.00 8.00

10.00

200(1)

300(1) Aggregate Surface Course 1,185.00 cu.m. 8.00 18.00 290,819.83

2,071,896.09 18.00

Portland Cement Concrete Pavement-using Conventional

Method, 0.28m thick15,939.00 sq.m.311(1)e1

TOTAL OF PART E

8.00

18.00

18.00

506(1) cu.m

TOTAL OF PART G 422,208.03

612(1) Reflectorized Thermoplastic Pavement Markings (White) 595.00 sq.m 433,644.51 10.00 8.00

500(1a)3 RC Culvert Pipe, 910 mm (36" dia.) 37.00 ln.m 112,093.72

95,761.98

12,019.17 12,019.17

cu.m. 11,510,533.82

Pipe Culvert and Drain Excavation

Subgrade Preparation 14,740.00 sq.m.

Embankment (Selected Borrow) cu.m. 5,677,952.50 5,944.00

-

400,677.75 10.00 8.00 18.00 72,121.99 23,639.99

300.95 1,219.12 6,320.02 3,160.01 918.16

A.1.1(11) Prov. Of Furniture/Fixtures, Equipment and Appliances for the Field Office for the Engineer1.00 LS 240,383.32 0.00 0.00

TOTAL OF PART A 641,061.07 72,121.99

PART B OTHER GENERAL REQUIREMENTS

6,492.91 16,112.03 136,351.07 136,351.07 B.7 Construction Safety and Health Program 1.00 L.S 120,239.04 0.00 8.00

B.5 Project Billboard 2.00 Unit 5,100.90 10.00 8.00 18.00

B.9 Mobilization and Demobilization 1.00 L.S 486,156.00 0.00 0.00 0.00 -

B.7 Construction Survey and Staking 2.38 Km. 93,870.23

TOTAL OF PART B 705,366.17

48,888.28

406,339.41 1,646,018.95 8,533,127.55

285.11

52,751.90 213,689.91 1,107,789.95 251.66

PART C EARTHWORKS

103(6)a

105(1)a

104(1b)1

103(3) 3,192.27

7,534.68

1,357,030.65

TOTAL OF PART C 6,887,108.59 1,239,679.55

18.00 1,022,031.45

18.00 40,678.42

TOTAL OF PART D 11,510,533.82 2,071,896.09 679,121.50 2,751,017.58 14,261,551.40

PART D SUBBASE AND BASE COURSE

Aggregate Subbase Course 9,220.00

PART E SURFACE COURSES

100,907.72 523,115.75

PART H

PART G

21,261.68 86,127.81 446,495.24 8,268.43 405 (1) a3 Structural Concrete, Class A 54.00 cu.m 360,367.42 10.00 8.00 18.00 64,866.14

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