Cost Sheets (Road Construction) DUPA

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

100(1)

Clearing & Grubbing (with Stripping) sq.m. 500.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

2 1 1

1 1 1

1,352.00 1,733.00 2,299.00

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Dump Truck (10 cu.m.) b. Payloader (1.50 cu.m.) c. Bulldozer (155 Hp), D65A-8 (Hauling Distance - within three (3) km.) Assumed 150mm cut

Sub - Total for B C. Total (A + B) D. Output per hour = 500.00 sq.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)


: : :

100(2)a

Individual Removal of Trees (small a, 150-300mm Ø) ea. 3.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.50 0.50 0.50

1,537.00 1,352.00 121.50

Unit

Quantity

Unit Cost

m.

20.00

3.50

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Backhoe (0.80 cu.m.) b. Dump Truck (10 cu.m.) c. Chain Saw Minor Tools (5% of labor) * Boom Truck - if necessary for trimming in Urban Areas

Sub - Total for B C. Total (A + B) D. Output per hour = 3.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Rope, 1" dia.

G. H. I. J. K.




: : :

100(2)b

Individual Removal of Trees (small b, 301-500mm Ø) ea. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.50 0.50 0.50

1,537.00 1,352.00 121.50

Unit

Quantity

Unit Cost

m.

20.00

3.50




G. H. I. J. K.




: : :

100(3)a

Individual Removal of Trees (large a, 501-750mm Ø) ea. 0.25

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 1

1,537.00 1,352.00 121.50

Unit

Quantity

Unit Cost

m.

20.00

3.50




G. H. I. J. K.




: : :

100(3)b

Individual Removal of Trees (large b, 751-900mm Ø) ea. 0.125

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 1

1,537.00 1,352.00 121.50

Unit

Quantity

Unit Cost

m.

20.00

3.50




G. H. I. J. K.




: : :

101(1)

Removal of Structures and Obstruction (other than concrete) cu.m. 10.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

a. Backhoe (0.80 cu.m.)

1

1

1,537.00

b. Dump Truck (10 cu.m.) Minor Tools (10% of Labor)

1

1

1,352.00

Unit

Quantity

Unit Cost


Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output per hour = 10.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

101(2)

Removal of Concrete Bridge Structures cu.m. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

a. Backhoe w/ Breaker (0.80 cu.m.)

1

0.50

2,074.95

b. Jackhammer c. Air Compressor (103 Hp) d. Dump Truck (10 cu.m.) e. Payloader (1.50 cu.m.) f. Truck Mounted Crane (35 T) g. Cutting Outfit

2 1 1 1 1 1

1 1 0.125 0.125 0.25 1

514.31 675.00 1,352.00 1,733.00 1,553.00 45.00

Unit

Quantity

Unit Cost

set

0.10

2,500.00



* Disposal area (within three (3) km.)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Oxy/Acytelene

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

101(2)

Removal of Steel Bridge Structures kg. 1,000.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

a. Service Truck/Cargo Truck

1

1

b. Welding Machine

1

1

712.00 391.00

c. Truck Mounted Crane (35 T) d. Cutting Outfit Minor Tools (10% of Labor)

1 1

1 1

1,553.00 45.00

Unit

Quantity

Unit Cost

set kg. m.

0.00025 0.002 0.05

2,500.00 90.00 3.50



Sub - Total for B C. Total (A + B) D. Output per hour = 1000.00 kg. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Oxy/Acytelene b. Welding Rod c. Rope 1" dia. * Include shoring materials if needed based on actual field condition

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

101(2)

Removal of Stone Masonry Lined Drainage Structures cu.m. 5.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate


1

0.50

2,074.95

b. Backhoe (0.80 cu.m.) c. Dump Truck (10 cu.m.)

1 1

0.50 0.25

1,537.00 1,352.00

Unit

Quantity

Unit Cost





Sub - Total for F G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) I. Contractor's Profit (CP)

9% of G 8% of G

J. Value Added Tax (VAT) K. Total Unit Cost

12% of (G + H + I) (G + H + I + J)


: : :

101(2)

Removal of Concrete Drainage Structures cu.m. 2.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate


1

0.50

b. Backhoe (0.80 cu.m.)

1

0.50

2,074.95 1,537.00

d. Dump Truck (10 cu.m.) e. Cutting Outfit

1 1

0.125 1

1,352.00 45.00

Unit

Quantity

Unit Cost

set

0.10

2,500.00




Sub - Total for B C. Total (A + B) D. Output per hour = 2.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Oxy/Acetylene

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

101(2)a

Removal of RCPC (24" dia.) - 610mm l.m. 6.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate


Sub - Total for A Name and Capacity B. Equipment a. Backhoe (0.80 cu.m.)

1

1

b. Boom Truck

1

0.50

1,537.00 961.20

Unit

Quantity

Unit Cost

Minor Tools (10 % of Labor)

Note: Exclude Excavation Works


Sub - Total for B C. Total (A + B) D. Output per hour = 6.00 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

101(2)b


Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate



1

1

b. Boom Truck

1

0.50

1,537.00 961.20

Unit

Quantity

Unit Cost





G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

101(2)c


Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate



1

1

b. Boom Truck

1

0.50

1,537.00 961.20

Unit

Quantity

Unit Cost





G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

101(2)d


Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 0.50

1,537.00 961.20

Unit

Quantity

Unit Cost


Sub - Total for A Name and Capacity B. Equipment a. Backhoe (0.80 cu.m.) b. Boom Truck Minor Tools (10 % of Labor)




G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

101(2)e


Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 0.50

1,537.00 961.20

Unit

Quantity

Unit Cost






G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

101(2)f


Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 0.50

1,537.00 961.20

Unit

Quantity

Unit Cost






G. H. I. J. K.




: : :

101(2)g

Removal of Pipes other than Pipe Culverts (PVC/GI/Asbestos, up to 200mm Ø), L=10 ft. ea. 2.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.25

1,102.00

Unit

Quantity

Unit Cost


Sub - Total for A Name and Capacity B. Equipment a. Cargo Truck (10 T) Minor Tools (10% of Labor)



Sub - Total for B C. Total (A + B) D. Output per hour = 2.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J. K.




: : :

101(3)a.1 Removal of Existing Concrete Pavement (0.23m thk.) sq.m. 40.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.50

2,074.95 1,733.00 1,352.00

Unit

Quantity

Unit Cost


Sub - Total for A Name and Capacity B. Equipment a. Backhoe w/ Pavement Breaker (0.80 cu.m.) b. Payloader (1.50 cu.m.), LX80-2C c. Dump Truck (10 cu.m.) Minor Tools (10% of Labor) * Disposal area (within three (3) km.)


G. H. I. J. K.




: : :

101(3)a.2 Removal of Existing PCC Pavement, 0.23m thk. (for Reblocking at intermittent section) sq.m. 30.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1

1 1 0.50 0.50

2,074.95 1,733.00 1,352.00 167.38

Unit

Quantity

Unit Cost

pc.

0.00015

8,000.00


Sub - Total for A Name and Capacity B. Equipment a. Backhoe w/ Pavement Breaker (0.80 cu.m.) b. Payloader (1.50 cu.m.), LX80-2C c. Dump Truck (10 cu.m.) d. Concrete Saw, Blade Ø 14" (7.5 Hp) Minor Tools (10% of Labor) * Disposal area (within three (3) km.)

Sub - Total for B C. Total (A + B) D. Output per hour = 30.00 sq.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Concrete Saw (diamond blade 14")

G. H. I. J. K.




: : :

101(3)b

Removal of Existing Asphalt Pavement (100mm thk.) sq.m. 60.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.50

2,173.00 1,733.00 1,352.00

Unit

Quantity

Unit Cost


Sub - Total for A Name and Capacity B. Equipment a. Motorized Road Grader w/ Scarifier, G710A b. Payloader (1.50 cu.m.), LX80-2C c. Dump Truck (10 cu.m.) Minor Tools (10% of Labor) * Disposal area (within three (3) km.)


G. H. I. J. K.




: : :

101(3)c

Removal of Sidewalk sq.m. 60.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.50 0.50 0.50

2,074.95 1,537.00 1,352.00

Unit

Quantity

Unit Cost


Sub - Total for A Name and Capacity B. Equipment a. Backhoe w/ Pavement Breaker (0.80 cu.m.) b. Backhoe (0.80 cu.m.) c. Dump Truck (10 cu.m.) * Disposal area (within three (3) km.)


G. H. I. J. K.




: : :

101(4)a

Removal of Curb l.m. 50.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.50 0.50 0.50

2,074.95 1,537.00 1,352.00

Unit

Quantity

Unit Cost


Sub - Total for A Name and Capacity B. Equipment a. Backhoe w/ Breaker (0.80 cu.m.) b. Backhoe (0.80 cu.m.) c. Dump Truck (10 cu.m.) * Disposal area (within three (3) km.)


G. H. I. J. K.




: : :

101(4)b

Removal of Curb & Gutter l.m. 30.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.50 0.50 0.50

2,074.95 1,537.00 1,352.00

Unit

Quantity

Unit Cost


Sub - Total for A Name and Capacity B. Equipment a. Backhoe w/ Breaker (0.80 cu.m.) b. Backhoe (0.80 cu.m.) c. Dump Truck (10 cu.m.) * Disposal area (within three (3) km.)


G. H. I. J. K.




: : :

102(1)

Roadway Excavation (Unsuitable) cu.m. 20.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

2 1 1

1 1 0.10

1,352.00 1,537.00 1,733.00

Unit

Quantity

Unit Cost


Sub - Total for A Name and Capacity B. Equipment a. Dump Truck (10 cu.m.) b. Backhoe (0.80 cu.m.) c. Payloader (1.50 cu.m.) at disposal site Minor Tools (10% of Labor) * Disposal area (within three (3) km.)


G. H. I. J. K.




: : :

102(2)a

Roadway Excavation (Surplus Common) cu.m. 60.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 2

1 1 0.25 1

2,299.00 1,733.00 1,733.00 1,352.00

Unit

Quantity

Unit Cost


Sub - Total for A Name and Capacity B. Equipment a. Bulldozer (155 Hp), D65A-8 b. Payloader (1.50 cu.m.) c. Payloader (1.50 cu.m.) - at disposal area d. Dump Truck (10 cu.m.) (Hauling Distance - within three (3) km.)


G. H. I. J. K.



DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

2,704.00 1,733.00 2,299.00

6,736.00 6,968.07 13.94 Amount

0.00 13.94 1.25 1.11 1.96 18.26


Amount

109.19 79.70 122.88

311.77 Amount

768.50 676.00 60.75 15.59

1,520.84 1,832.61 610.87 Amount

70.00

70.00 680.87 61.28 54.47 95.59 892.21


Amount

109.19 79.70 122.88

311.77 Amount

768.50 676.00 60.75 15.59

1,520.84 1,832.61 1,832.61 Amount

70.00

70.00 1,902.61 171.23 152.21 267.13 2,493.18


Amount

109.19 79.70 122.88

311.77 Amount

1,537.00 1,352.00 121.50 15.59

3,026.09 3,337.86 13,351.43 Amount

70.00

70.00 13,421.43 1,207.93 1,073.71 1,884.37 17,587.45


Amount

109.19 79.70 122.88

311.77 Amount

1,537.00 1,352.00 121.50 15.59

3,026.09 3,337.86 26,702.87 Amount

70.00

70.00 26,772.87 2,409.56 2,141.83 3,758.91 35,083.17


Amount

109.19 79.7 122.88

311.77 Amount

1,537.00 1,352.00 31.18

2,920.18 3,231.95 323.19 Amount

0.00 323.19 29.09 25.86 45.38

423.51


Amount

109.19 159.40 245.76

514.35 Amount

1,037.48 1,028.62 675.00 169.00 216.63 388.25 45.00

3,559.97 4,074.32 4,074.32 Amount

250.00

250.00 4,324.32 389.19 345.95 607.13

5,666.59


Amount

109.19 159.40 245.76

514.35 Amount

712.00 391.00 1,553.00 45.00 51.44

2,752.44 3,266.79 3.27 Amount

0.63 0.18 0.18

0.98 4.25 0.38 0.34 0.60

5.56


Amount

109.19 159.40 245.76

514.35 Amount

1,037.48 768.50 338.00

2,143.98 2,658.33 531.67 Amount

0.00 531.67 47.85 42.53

74.65 696.69


Amount

109.19 159.40 245.76

514.35 Amount

1,037.48 768.50 169.00 45.00

2,019.98 2,534.33 1,267.16 Amount

250.00

250.00 1,517.16 136.54 121.37 213.01

1,988.09


Amount

109.19 122.88

232.07 Amount

1,537.00 480.60 23.21

2,040.81 2,272.88 378.81 Amount

0.00 378.81 34.09 30.31 53.19

496.40


Amount

109.19 122.88

232.07 Amount

1,537.00 480.60 23.21

2,040.81 2,272.88 454.58 Amount

0.00 454.58 40.91 36.37 63.82

595.68


Amount

109.19 122.88

232.07 Amount

1,537.00 480.60 23.21

2,040.81 2,272.88 568.22 Amount

0.00 568.22 51.14 45.46 79.78

744.59


Amount

109.19 122.88

232.07 Amount

1,537.00 480.60 23.21

2,040.81 2,272.88 568.22 Amount

0.00 568.22 51.14 45.46 79.78

744.59


Amount

109.19 122.88

232.07 Amount

1,537.00 480.60 23.21

2,040.81 2,272.88 757.63 Amount

0.00 757.63 68.19 60.61 106.37

992.79


Amount

109.19 122.88

232.07 Amount

1,537.00 480.60 23.21

2,040.81 2,272.88 1,136.44 Amount

0.00 1,136.44 102.28 90.92 159.56 1,489.19

DETAILED UNIT PRICE ANALYSIS (DUPA) Removal of Pipes other than Pipe Culverts (PVC/GI/Asbestos, up to 200mm Ø), L=10 ft.

Amount

109.19 79.70 122.88

311.77 Amount

275.50 31.18

306.68 618.45 309.22 Amount

0.00 309.22 27.83 24.74 43.41 405.21


Amount

109.19 122.88

232.07 Amount

2,074.95 1,733.00 676.00 23.21

4,507.16 4,739.23 118.48 Amount

0.00 118.48 10.66 9.48 16.63 155.26

DETAILED UNIT PRICE ANALYSIS (DUPA) Removal of Existing PCC Pavement, 0.23m thk. (for Reblocking at intermittent section)

Amount

109.19 122.88

232.07 Amount

2,074.95 1,733.00 676.00 83.69 23.21

4,590.85 4,822.92 160.76 Amount

1.20

1.20 161.96 14.58 12.96 22.74 212.24


Amount

109.19 122.88

232.07 Amount

2,173.00 1,733.00 676.00 23.21

4,605.21 4,837.28 80.62 Amount

0.00 80.62 7.26 6.45 11.32 105.65


Amount

109.19 122.88

232.07 Amount

1,037.48 768.50 676.00

2,481.98 2,714.05 45.23 Amount

0.00 45.23 4.07 3.62 6.35 59.27


Amount

109.19 122.88

232.07 Amount

1,037.48 768.50 676.00

2,481.98 2,714.05 54.28 Amount

0.00 54.28 4.89 4.34 7.62 71.13


Amount

109.19 122.88

232.07 Amount

1,037.48 768.50 676.00

2,481.98 2,714.05 90.47 Amount

0.00 90.47 8.14 7.24 12.70 118.55


Amount

109.19 184.32

293.51 Amount

2,704.00 1,537.00 173.30 29.35

4,443.65 4,737.16 236.86 Amount

0.00 236.86 21.32 18.95 33.25 310.38


Amount

109.19 122.88

232.07 Amount

2,299.00 1,733.00 433.25 2,704.00

7,169.25 7,401.32 123.36 Amount

0.00 123.36 11.10 9.87 17.32 161.64


: : :

102(2)b

Roadway Excavation (Surplus Common) cu.m. 80.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 3 1

1 1 0.30 1 1

2,299.00 1,733.00 1,733.00 1,352.00 1,537.00

Unit

Quantity

Unit Cost


Sub - Total for A Name and Capacity B. Equipment a. Bulldozer (155 Hp), D65A-8 b. Payloader (1.50 cu.m.) c. Payloader (1.50 cu.m.) - at disposal area d. Dump Truck (10 cu.m.) e. Backhoe (0.80 cu.m.) (Hauling Distance - within three (3) km.)


G. H. I. J. K.




: : :

102(3)a

Roadway Excavation (Surplus Soft Rock) cu.m. 56.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 2 1

1 1 0.25 1 1

2,758.80 1,733.00 1,733.00 1,352.00 2,074.95

Unit

Quantity

Unit Cost


Sub - Total for A Name and Capacity B. Equipment a. Bulldozer w/ Ripper (155 Hp), D65A-8 b. Payloader (1.50 cu.m.) c. Payloader (1.50 cu.m.) at disposal area d. Dump Truck (10 cu.m.) e. Backhoe (0.80 cu.m.) w/ attachment (Hauling Distance - within three (3) km.)


G. H. I. J. K.




: : :

102(3)b

Roadway Excavation (Surplus Soft Rock) cu.m. 42.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 2

1 1 0.20 1

2,758.80 1,733.00 1,733.00 1,352.00

Unit

Quantity

Unit Cost


Sub - Total for A Name and Capacity B. Equipment a. Bulldozer w/ Ripper (155 Hp), D65A-8 b. Payloader (1.50 cu.m.) c. Payloader (1.50 cu.m.) at disposal area d. Dump Truck (10 cu.m.) (Hauling Distance - within three (3) km.)


G. H. I. J. K.




: : :

102(3)c

Roadway Excavation (Surplus Hard Rock) - Blasting cu.m. 10.00

Designation A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer a. Construction Foreman b. Skilled Laborer c. Laborer a. Construction Foreman b Laborer Sub - Total for A

(Drilling)

(Blasting)

(Disposal)

Name and Capacity

No. of Person

No. of Hours

Hourly Rate

1 2 4 1 1 2 1 2

1 1 1 1 1 1 1 1

109.19 79.70 61.44 109.19 79.70 61.44 109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1 2 1

0.25 0.25 0.05 0.50 1 1

1,537.00 1,733.00 1,733.00 1,352.00 514.31 358.00

Unit

Quantity

Unit Cost

kg. m. pc. kg. pc. m.

0.40 2.00 0.15 0.20 0.30 0.10

280.00 80.00 260.00 75.00 45.00 40.00

B. Equipment a. Backhoe (0.80 cu.m.) b. Payloader (1.50 cu.m.) c. Payloader (1.50 cu.m.) - at disposal area d. Dump Truck (10 cu.m.) e. Pneumatic Drilling Machine f. Compressor (Hauling Distance - within three (3) km.)

Sub - Total for B C. Total (A + B) D. Output per hour = 10.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Dynamite b. Detonation Cord c. Detonator d. Ammonium Sulfate e. Blasting Cap f. Safety Fuse

G. H. I. J. K.




: : :

102(3)d

Roadway Excavation (Surplus Hard Rock) - Blasting (Tunnel Excavation) cu.m. 6.50

Designation A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer a. Construction Foreman b. Skilled Laborer c. Laborer a. Construction Foreman b Laborer Sub - Total for A

(Drilling)

(Blasting)

(Disposal)

Name and Capacity

No. of Person

No. of Hours

Hourly Rate

1 1 2 1 1 2 1 1

4 4 4 1.50 1.50 1.50 1 1

109.19 79.70 61.44 109.19 79.70 61.44 109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 2 1 1 1

0.50 0.30 4 4 0.15 0.03

1,537.00 1,352.00 514.31 358.00 1,733.00 1,733.00

Unit

Quantity

Unit Cost

kg. m. pc. kg. pc. m.

3.10 2.30 3.10 1.50 0.50 0.15

280.00 80.00 260.00 75.00 45.00 40.00

B. Equipment a. Backhoe (0.80 cu.m.) b. Dump Truck (10 cu.m.) c. Pneumatic Drilling Machine d. Compressor e. Payloader (1.50 cu.m.) f. Payloader (1.50 cu.m.) - at disposal area (Hauling Distance - within three (3) km.)

Sub - Total for B C. Total (A + B) D. Output per hour = 6.50 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Dynamite b. Detonation Cord c. Detonator d. Ammonium Sulfate e. Blasting Cap f. Safety Fuse

G. H. I. J. K.




: : :

102(4)

Roadway Excavation (Unclassified) cu.m. 50.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

a. Bulldozer (155 Hp), D65A-8

1

1

2,299.00

b. Payloader (1.50 cu.m.) c. Payloader (1.50 cu.m.) - at disposal area d. Dump Truck (10 cu.m.)

1 1 2

1 0.20 1

1,733.00 1,733.00 1,352.00

Unit

Quantity

Unit Cost



(Hauling Distance - within three (3) km.)


G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

103(1)a

Structure Excavation (Common Soil) cu.m. 20.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

a. Dump Truck (10 cu.m.)

2

1

1,352.00

b. Backhoe (0.80 cu.m.) Minor Tools (10% of Labor)

1

1

1,537.00

Unit

Quantity

Unit Cost




G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

103(1)b

Structure Excavation (Soft Rock) cu.m. 14.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate


Sub - Total for A Name and Capacity B. Equipment a. Dump Truck (10 cu.m.)

2

1


1

0.50

1,352.00 1,537.00

c. Backhoe w/ Breaker (0.80 cu.m.) Minor Tools (10% of Labor)

1

0.50

2,074.95

Unit

Quantity

Unit Cost


G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

103(1)c

Structure Excavation (Solid Rock) cu.m. 4.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate


Sub - Total for A Name and Capacity B. Equipment a. Dump Truck (10 cu.m.)

1

1

1,352.00

b. Backhoe (0.80 cu.m.) c. Backhoe w/ Breaker (0.80 cu.m.) Minor Tools (10% of Labor)

1 1

0.50 0.50

1,537.00 2,074.95

Unit

Quantity

Unit Cost



9% of G 8% of G


12% of (G + H + I) (G + H + I + J)


: : :

103(2)a

Bridge Excavation (Common Soil) cu.m. 20.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate


1

1

b. Dump Truck (10 cu.m.)

2

1

1,537.00 1,352.00

Unit

Quantity

Unit Cost



Minor Tools (10% of Labor)


G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

103(2)b

Bridge Excavation (Soft Rock) cu.m. 14.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate


1

0.50

b. Backhoe w/ Breaker (0.80 cu.m.)

1

0.50

1,537.00 2,074.95

c. Dump Truck (10 cu.m.) Minor Tools (10% of Labor)

2

1

1,352.00

Unit

Quantity

Unit Cost




G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

103(2)c

Bridge Excavation (Solid Rock) cu.m. 4.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate


1

0.50

b. Backhoe w/ Breaker (0.80 cu.m.)

1

0.50

1,537.00 2,074.95

c. Dump Truck (10 cu.m.) Minor Tools (10% of Labor)

1

1

1,352.00

Unit

Quantity

Unit Cost




G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

103(3)

Foundation Fill cu.m. 1.25

Designation

No. of Person

No. of Hours

Hourly Rate

1 4

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate


Sub - Total for A Name and Capacity B. Equipment a. Plate Compactor (5 Hp)

1

1

b. Water Truck (1000 gal.)

1

0.01

123.00 1,065.00

Unit

Quantity

Unit Cost

cu.m.

1.15

465.00


Sub - Total for B C. Total (A + B) D. Output per hour = 1.25 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Filling Materials

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

103(4)

Excavation ordered below Plan Elevation cu.m. 20.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

2 1

1 1

1,352.00 1,537.00

Unit

Quantity

Unit Cost


Sub - Total for A Name and Capacity B. Equipment a. Dump Truck (10 cu.m.) b. Backhoe (0.80 cu.m.) Minor Tools (10% of Labor)


G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

103(5)a

Shoring l.s. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

A. Labor Note: *) The component quantity of items of work involved such as item 404/405/509 shall be based on the actual design of the shoring. **) Costing of this item shall be based on the standard Detailed Unit Price Analysis (DUPA) of item 404/405/509 as processed component pay item.

Sub - Total for A Name and Capacity

No of Units

No. of Hours

Unit

Quantity

kg. cu.m. l.m.

* * *

Hourly Rate

B. Equipment

Sub - Total for B C. Total (A + B) D. Output = 1.00 l.s. E. Direct Unit Cost (C ÷ D) Name and Specification

Direct

Unit Cost

F. Materials/Processed Component Pay Item a. 404 - Reinforcing Steel Bar b. 405 - Structural Concrete c. 509 - Steel Sheet Pile

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

103(5)b

Cribbing/Cofferdamming l.s. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

135 135 135

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1 1

135 135 33.75 33.75 135

1,729.00 1,800.00 391.00 45.45 266.25

Unit

Quantity

Unit Cost

kg. kg.

51,840.00 7,323.77

48.00 48.00


Sub - Total for A Name and Capacity B. Equipment a. Crawler Crane (36 - 40 T) b. Vibro Hammer (Hydraulic Operated) c. Welding Machine d. Cutting Outfit e. Water Pump, 100mm suction diameter

Sub - Total for B C. Total (A + B) D. Output = 1.00 l.s. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Steel Sheet Pile b. Walling, Bracing, Diagonal, etc. Miscellaneous (1% of Materials)

Note: a.) The assume dimesion of area to be provided with cofferdam is 12m x 12m square with Steel Sheet Piles depth of 9m at 48 kg./m. b.) The quantity of component materials requirement may vary depending on the actual design of Cribbing/Cofferdamming.

G. H. I. J. K.




: : :

103(6)

Pipe Culvert and Drain Excavation cu.m. 20.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

2 1

1 1

1,352.00 1,537.00

Unit

Quantity

Unit Cost


Sub - Total for A Name and Capacity B. Equipment a. Dump Truck (10 cu.m.) b. Backhoe (0.80 cu.m.) Minor Tools (10% of Labor)


G. H. I. J. K.




: : :

104(1)a

Embankment (from Borrow) cu.m. 50.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.25

2,173.00 1,507.00 1,065.00

Unit

Quantity

Unit Cost

cu.m.

1.25

400.00


Sub - Total for A Name and Capacity B. Equipment a. Motorized Road Grader, G710A b. Vibratory Roller (10 m.t.), SP56 c. Water Truck (1000 gal.)

Sub - Total for B C. Total (A + B) D. Output per hour = 50.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Common Borrow (w/ 25% Shrinkage Factor)

G. H. I. J. K.




: : :

104(1)b

Embankment from Roadway Excavation cu.m. 50.00

Designation A. Labor For Excavation Work: a. Construction Foreman b. Laborer Spreading and Compaction: a. Construction Foreman b. Laborer

No. of Person

No. of Hours

Hourly Rate

1 2

0.83 0.83

109.19 61.44

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 2

0.83 0.83 0.83

2,299.00 1,733.00 1,352.00

1 1 1

1 1 0.25

2,173.00 1,507.00 1,065.00

Unit

Quantity

Unit Cost

Sub - Total for A Name and Capacity B. Equipment For Excavation Work: a. Bulldozer (155 Hp), D65A-8 b. Payloader (1.50 cu.m.) c. Dump Truck (10 cu.m.) Spreading and Compaction: a. Motorized Road Grader, G710A b. Vibratory Roller (10 m.t.), SP56 c. Water Truck (1000 gal.)


G. H. I. J. K.




: : :

104(2)

Selected Borrow for topping , case 1 cu.m. 50.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.25

2,173.00 1,507.00 1,065.00

Unit

Quantity

Unit Cost

cu.m.

1.25

420.00


Sub - Total for A Name and Capacity B. Equipment a. Motorized Road Grader, G710A b. Vibratory Roller (10 m.t.) c. Water Truck (1000 gal.)

Sub - Total for B C. Total (A + B) D. Output per hour = 50.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Selected Borrow (w/ 25% Shrinkage Factor)

G. H. I. J. K.




: : :

104(3)

Selected Borrow for topping , case 2 cu.m. 50.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.25

2,173.00 1,507.00 1,065.00

Unit

Quantity

Unit Cost

cu.m.

1.25

420.00


Sub - Total for A Name and Capacity B. Equipment a. Motorized Road Grader, G710A b. Vibratory Roller (10 m.t.) c. Water Truck (1000 gal.)

Sub - Total for B C. Total (A + B) D. Output per hour = 50.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Selected Borrow (w/ 25% Shrinkage Factor)

G. H. I. J. K.




: : :

104(4)

Earth Berm cu.m. 1.25

Designation

No. of Person

No. of Hours

Hourly Rate

1 4

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 0.01

123.00 1,065.00

Unit

Quantity

Unit Cost

cu.m.

1.25

420.00


Sub - Total for A Name and Capacity B. Equipment a. Plate Compactor (5 Hp) b. Water Truck (1000 gal.) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.25 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Filling Materials

G. H. I. J. K.




: : :

105(1)

Subgrade Preparation (Common Material) sq.m. 300.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.25

2,173.00 1,507.00 1,065.00

Unit

Quantity

Unit Cost




G. H. I. J. K.




: : :

105(2)

Subgrade Preparation (Existing Pavement) sq.m. 300.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.25

2,173.00 1,507.00 1,065.00

Unit

Quantity

Unit Cost




G. H. I. J. K.




: : :

105(3)

Subgrade Preparation (Unsuitable Material) sq.m. 300.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.25

2,173.00 1,507.00 1,065.00

Unit

Quantity

Unit Cost




G. H. I. J. K.




Amount

109.19 122.88

232.07 Amount

2,299.00 1,733.00 519.90 4,056.00 1,537.00

10,144.90 10,376.97 129.71 Amount

0.00 129.71 11.67 10.38 18.21 169.97


Amount

109.19 122.88

232.07 Amount

2,758.80 1,733.00 433.25 2,704.00 2,074.95

9,704.00 9,936.07 177.43 Amount

0.00 177.43 15.97 14.19 24.91 232.50


Amount

109.19 122.88

232.07 Amount

2,758.80 1,733.00 346.60 2,704.00

7,542.40 7,774.47 185.11 Amount

0.00 185.11 16.66 14.81 25.99 242.56


Amount 109.19 159.4 245.76 109.19 79.7 122.88 109.19 122.88 1,058.19 Amount

384.25 433.25 86.65 676.00 1,028.62 358.00

2,966.77 4,024.96 402.50 Amount

112.00 160.00 39.00 15.00 13.50 4.00

343.50 746.00 67.14 59.68 104.74 977.55


Amount 436.76 318.8 491.52 163.785 119.55 184.32 109.19 61.44 1,885.37 Amount

768.50 405.60 4,114.48 1,432.00 259.95 51.99

7,032.52 8,917.89 1,371.98 Amount

868.00 184.00 806.00 112.50 22.50 6.00

1,999.00 3,370.98 303.39 269.68 473.29 4,417.34


Amount

109.19 122.88

232.07 Amount

2,299.00 1,733.00 346.60 2,704.00

7,082.60 7,314.67 146.29 Amount

0.00 146.29 13.17 11.70 20.54

191.70


Amount

109.19 184.32

293.51 Amount

2,704.00 1,537.00 29.35

4,270.35 4,563.86 228.19 Amount

0.00 228.19 20.54 18.26 32.04

299.02


Amount

109.19 184.32

293.51 Amount

2,704.00 768.50 1,037.48 29.35

4,539.33 4,832.84 345.20 Amount

0.00 345.20 31.07 27.62 48.47

452.35


Amount

109.19 184.32

293.51 Amount

1,352.00 768.50 1,037.48 29.35

3,187.33 3,480.84 870.21 Amount

0.00 870.21 78.32 69.62

122.18 1,140.32


Amount

109.19 79.70 122.88

311.77 Amount

1,537.00 2,704.00 31.18

4,272.18 4,583.95 229.20 Amount

0.00 229.20 20.63 18.34 32.18

300.34


Amount

109.19 79.70 122.88

311.77 Amount

768.50 1,037.48 2,704.00 31.18

4,541.15 4,852.92 346.64 Amount

0.00 346.64 31.20 27.73 48.67

454.23


Amount

109.19 79.70 122.88

311.77 Amount

768.50 1,037.48 1,352.00 31.18

3,189.15 3,500.92 875.23 Amount

0.00 875.23 78.77 70.02 122.88

1,146.90


Amount

109.19 245.76

354.95 Amount

123.00 10.65 35.50

169.15 524.10 419.28 Amount

534.75

534.75 954.03 85.86 76.32 133.95

1,250.16


Amount

109.19 184.32

293.51 Amount

2,704.00 1,537.00 29.35

4,270.35 4,563.86 228.19 Amount

0.00 228.19 20.54 18.26 32.04

299.02


Amount

y of items of work involved such as item 404/405/509 shall be based on the horing. ll be based on the standard Detailed Unit Price Analysis (DUPA) of item 404/405/509 ent pay item.

Amount

Direct Cost


Amount

14,740.65 21,519.00 33,177.60

69,437.25 Amount

233,415.00 243,000.00 13,196.25 1,533.94 35,943.75

527,088.94 596,526.19 596,526.19 Amount

2,488,320.00 351,540.96 28,398.61

2,868,259.57 3,464,785.76 311,830.72 277,182.86 486,455.92 4,540,255.26


Amount

109.19 184.32

293.51 Amount

2,704.00 1,537.00 29.35

4,270.35 4,563.86 228.19 Amount

0.00 228.19 20.54 18.26 32.04 299.02


Amount

109.19 122.88

232.07 Amount

2,173.00 1,507.00 266.25

3,946.25 4,178.32 83.57 Amount

500.00

500.00 583.57 52.52 46.69 81.93 764.71


Amount

90.63 101.99

109.19 122.88 424.69 Amount

1,908.17 1,438.39 2,244.32

2,173.00 1,507.00 266.25

9,537.13 9,961.82 199.24 Amount

0.00 199.24 17.93 15.94 27.97 261.08


Amount

109.19 122.88

232.07 Amount

2,173.00 1,507.00 266.25

3,946.25 4,178.32 83.57 Amount

525.00

525.00 608.57 54.77 48.69 85.44 797.47


Amount

109.19 122.88

232.07 Amount

2,173.00 1,507.00 266.25

3,946.25 4,178.32 83.57 Amount

525.00

525.00 608.57 54.77 48.69 85.44 797.47


Amount

109.19 245.76

354.95 Amount

123.00 10.65 35.50

169.15 524.10 419.28 Amount

525.00

525.00 944.28 84.98 75.54 132.58 1,237.38


Amount

109.19 122.88

232.07 Amount

2,173.00 1,507.00 266.25

3,946.25 4,178.32 13.93 Amount

0.00 13.93 1.25 1.11 1.96 18.25


Amount

109.19 122.88

232.07 Amount

2,173.00 1,507.00 266.25

3,946.25 4,178.32 13.93 Amount

0.00 13.93 1.25 1.11 1.96 18.25


Amount

109.19 122.88

232.07 Amount

2,173.00 1,507.00 266.25

3,946.25 4,178.32 13.93 Amount

0.00 13.93 1.25 1.11 1.96 18.25


: : :

200

Aggregate Subbase Course cu.m 50.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.25

2,173.00 1,507.00 1,065.00

Unit

Quantity

Unit Cost

cu.m.

1.15

580.00

A. Labor a. Construction Foreman b. Laborers


Sub - Total for B C. Total (A + B) D. Output per hour = 50.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Aggregate Subbase Course (w/ 15% Shrinkage Factor)

G. H. I. J. K.




: : :

200(1)

Aggregate Subbase Course (for Intermittent Reblocking) cu.m 40.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

a. Motorized Road Grader, G710A

1

1

2,173.00

b. Vibratory Roller (10 m.t.), SP56 c. Plate Compactor (5 Hp) d. Water Truck (1000 gal.)

1 1 1

1 0.25 0.25

1,507.00 123.00 1,065.00

Unit

Quantity

Unit Cost

cu.m.

1.15

580.00



Sub - Total for B C. Total (A + B) D. Output per hour = 40.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Aggregate Subbase Course (w/ 15% Shrinkage Factor)

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

201

Aggregate Base Course cu.m 50.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate


1

1

2,173.00

b. Vibratory Roller (10 m.t.), SP56 c. Water Truck (1000 gal.)

1 1

1 0.25

1,507.00 1,065.00

Unit

Quantity

Unit Cost

cu.m.

1.15

650.00



Sub - Total for B C. Total (A + B) D. Output per hour = 50.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Aggregate Base Course (w/ 15% Shrinkage Factor)

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

201(1)

Aggregate Base Course (for Reblocking) cu.m 40.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1

1 1 0.25 0.25

2,173.00 1,507.00 123.00 1,065.00

Unit

Quantity

Unit Cost

cu.m.

1.15

650.00


Sub - Total for A Name and Capacity B. Equipment a. Motorized Road Grader, G710A b. Vibratory Roller (10 m.t.), SP56 c. Plate Compactor (5 Hp) d. Water Truck (1000 gal.)

Sub - Total for B C. Total (A + B) D. Output per hour = 40.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Aggregate Base Course (w/ 15% Shrinkage Factor)

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

202

Crushed Aggregate Base Course cu.m 50.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.25

2,173.00 1,507.00 1,065.00

Unit

Quantity

Unit Cost

cu.m.

1.15

700.00



Sub - Total for B C. Total (A + B) D. Output per hour = 50.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Crushed Aggregate Base Course (w/ 15% Shrinkage Factor)

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


Amount

109.19 122.88

232.07 Amount

2,173.00 1,507.00 266.25

3,946.25 4,178.32 83.57 Amount

667.00

667.00 750.57 67.55 60.05 105.38 983.54


Amount

109.19 122.88

232.07 Amount

2,173.00 1,507.00 30.75 266.25

3,977.00 4,209.07 105.23 Amount

667.00

667.00 772.23 69.50 61.78 108.42

1,011.93


Amount

109.19 122.88

232.07 Amount

2,173.00 1,507.00 266.25

3,946.25 4,178.32 83.57 Amount

747.50

747.50 831.07 74.80 66.49 116.68

1,089.03


Amount

109.19 122.88

232.07 Amount

2,173.00 1,507.00 30.75 266.25

3,977.00 4,209.07 105.23 Amount

747.50

747.50 852.73 76.75 68.22 119.72

1,117.41


Amount

109.19 122.88

232.07 Amount

2,173.00 1,507.00 266.25

3,946.25 4,178.32 83.57 Amount

805.00

805.00 888.57 79.97 71.09 124.75

1,164.38


: : :

203

Lime Stabilized Road Mix Base Course cu.m. 15.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 10

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.25

2,173.00 1,507.00 1,065.00

Unit

Quantity

Unit Cost

bag cu.m.

2.80 1.15

180.00 650.00


Sub - Total for A Name and Capacity B. Equipment a. Motorized Road Grader (140 Hp) b. Vibratory Roller (10 m.t.), SP56 c. Water Truck (1000 gal.)

Sub - Total for B C. Total (A + B) D. Output per hour = 15.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Hydrated Lime, Type N (Normal) b. Aggregate Base Course

G. H. I. J. K.




: : :

204

Portland Cement Stabilized Road Mix Base Course cu.m. 15.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 10

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

a. Motorized Road Grader (140 Hp)

1

1

2,173.00

b. Vibratory Roller (10 m.t.), SP56 c. Water Truck (1000 gal.)

1 1

1 0.25

1,507.00 1,065.00

Unit

Quantity

Unit Cost

bag cu.m.

3 1.15

220.00 650.00



Sub - Total for B C. Total (A + B) D. Output per hour = 15.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Cement b. Aggregate Base Course

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

205

Asphalt Stabilized Road Mix Base Course cu.m. 15.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 10

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

a. Motorized Road Grader (140 Hp)

1

1

2,173.00

b. Vibratory Roller (10 m.t.), SP56 c. Water Truck (1000 gal.) d. Asphalt Distributor, 10 ft. wide (5 tons)

1 1 1

1 0.25 1

1,507.00 1,065.00 936.00

Unit

Quantity

Unit Cost

m.t. cu.m.

0.07 1.15

44,000.00 650.00



Sub - Total for B C. Total (A + B) D. Output per hour = 15.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Emulsified Asphalt SS-1 b. Aggregate Base Course

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

206

Portland Cement Treated Plant Mix Base Course cu.m. 15.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 3 1 1 1 1 1

0.50 0.50 0.50 0.50 0.50 0.25 0.10

1,208.03 1,352.00 2,173.00 1,507.00 1,733.00 1,065.00 936.00

Unit

Quantity

Unit Cost

bag cu.m. m.t.

3 1.15 0.0075

220.00 650.00 40,300.00


Sub - Total for A Name and Capacity B. Equipment a. Batching Plant (30 cu.m.) b. Dump Truck (10 cu.m.) c. Motorized Road Grader, G710A d. Vibratory Roller (10 m.t.), SP56 e. Payloader (1.50 cu.m.), LX80-2C f. Water Truck (1000 gal.) g. Asphalt Distributor, 10 ft. wide (5 tons)

Sub - Total for B C. Total (A + B) D. Output per hour = 15.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Cement b. Aggregate Base Course c. MC 70 Cut-back Asphalt

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


Amount

109.19 614.40

723.59 Amount

2,173.00 1,507.00 266.25

3,946.25 4,669.84 311.32 Amount

504.00 747.50

1,251.50 1,562.82 140.65 125.03 219.42 2,047.92


Amount

109.19 614.40

723.59 Amount

2,173.00 1,507.00 266.25

3,946.25 4,669.84 311.32 Amount

660.00 747.50

1,407.50 1,718.82 154.69 137.51 241.32

2,252.35


Amount

109.19 614.40

723.59 Amount

2,173.00 1,507.00 266.25 936.00

4,882.25 5,605.84 373.72 Amount

3,080.00 747.50

3,827.50 4,201.22 378.11 336.10 589.85

5,505.28


Amount

109.19 159.40 245.76

514.35 Amount

604.02 2,028.00 1,086.50 753.50 866.50 266.25 93.60

5,698.37 6,212.72 414.18 Amount

660.00 747.50 302.25

1,709.75 2,123.93 191.15 169.91 298.20

2,783.20


: : :

300(1)

Gravel Surface Course (Uncrushed) cu.m 50.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate


1

1

2,173.00

b. Vibratory Roller (10 m.t.), SP56 c. Water Truck (1000 gal.), All Make

1 1

1 0.25

1,507.00 1,065.00

Unit

Quantity

Unit Cost

cu.m.

1.15

700.00



Sub - Total for B C. Total (A + B) D. Output per hour = 50.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Uncrushed Aggregate Surface Course (w/ 15% Shrinkage Factor)

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

1762

K. Total Unit Cost

(G + H + I + J)

5485


: : :

300(2)

Crushed Aggregate Surface Course cu.m 50.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate


1

1

2,173.00

b. Vibratory Roller (10 m.t.), SP56 c. Water Truck (1000 gal.), All Make

1 1

1 0.25

1,507.00 1,065.00

Name and Specification

Unit

Quantity

Unit Cost

a. Crushed Aggregate Surface Course (w/ 15% Shrinkage Factor)

cu.m.

1.15

750.00



Sub - Total for B C. Total (A + B) D. Output per hour = 50.00 cu.m. E. Direct Unit Cost (C ÷ D)

F. Materials

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

1782

K. Total Unit Cost

(G + H + I + J)

5485


: : :

301(1)

Bituminous Prime Coat (MC Cut-back Asphalt) m.t. 0.30

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

a. Asphalt Distributor, 10 ft. wide (5 tons)

1

1

936.00

b. Power Broom (20 m. wide)

1

1

130.54

Unit

Quantity

Unit Cost

m.t.

1.05

40,300.00



Sub - Total for B C. Total (A + B) D. Output per hour = 0.30 m.t. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. MC 70 Cut-back Asphalt (w/ 5% wastage)

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

1802

K. Total Unit Cost

(G + H + I + J)

5485


: : :

301(2)

Bituminous Prime Coat (RC Cut-back Asphalt) m.t. 0.30

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate


1

1

936.00


1

1

130.54

Unit

Quantity

Unit Cost

m.t.

1.05

41,575.00



Sub - Total for B C. Total (A + B) D. Output per hour = 0.30 m.t. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. RC 70 Cut-back Asphalt (w/ 5% wastage)

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

1822

K. Total Unit Cost

(G + H + I + J)

5485


: : :

302(1)

Bituminous Tack Coat (RC Cut-back Asphalt) m.t. 0.30

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate


1

1

936.00


1

1

130.54

Unit

Quantity

Unit Cost

m.t.

1.05

41,575.00



Sub - Total for B C. Total (A + B) D. Output per hour = 0.30 m.t. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. RC 70 Cut-back Asphalt (w/ 5% wastage)

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

1842

K. Total Unit Cost

(G + H + I + J)

5485


: : :

302(2)

Bituminous Tack Coat (Emulsified Asphalt) m.t. 0.30

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 1

936.00 130.54

Unit

Quantity

Unit Cost

m.t.

1.05

44,000.00


Sub - Total for A Name and Capacity B. Equipment a. Asphalt Distributor, 10 ft. wide (5 tons) b. Power Broom (20 m. wide)

Sub - Total for B C. Total (A + B) D. Output per hour = 0.30 m.t. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Emulsified Asphalt SS-1 (w/ 5% wastage)

G. H. I. J. K.



1862


: : :

303(1)

Bituminous Seal Coat (Cover Aggregate) m.t. 16.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 20

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 0.25

1,652.00 1,065.00

Unit

Quantity

Unit Cost

m.t.

1.15

406.25


Sub - Total for A Name and Capacity B. Equipment a. Tandem Steel Roller (10.1 m.t.), CC421 b. Water Truck (1000 gal.)

Sub - Total for B C. Total (A + B) D. Output per hour = 16.00 m.t. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Cover Aggregate (w/ 15% Shrinkage Factor) Note: 1.60 m.t./cu.m. using unit wt. of 1,600 kg./m³

G. H. I. J. K.



5485


: : :

303(2)

Bituminous Seal Coat (MC Cut-back Asphalt) m.t. 0.30

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 1

936.00 130.54

Unit

Quantity

Unit Cost

m.t.

1.05

40,300.00



Sub - Total for B C. Total (A + B) D. Output per hour = 0.30 m.t. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. MC Cut-back Asphalt (w/ 5% Wastage)

G. H. I. J. K.



1882


: : :

303(3)

Bituminous Seal Coat (RC Cut-back Asphalt) m.t. 0.30

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 1

936.00 130.54

Unit

Quantity

Unit Cost

m.t.

1.05

41,575.00



Sub - Total for B C. Total (A + B) D. Output per hour = 0.30 m.t. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. RC 70 Cut-back Asphalt (w/ 5% Wastage)

G. H. I. J. K.



5485


: : :

303(4)

Bituminous Seal Coat (Asphalt Cement Penetration Grade 120-150) m.t. 0.30

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 1

936.00 130.54

Unit

Quantity

Unit Cost

m.t.

1.05

50,775.00



Sub - Total for B C. Total (A + B) D. Output per hour = 0.30 m.t. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Asphalt Cement Penetration Grade 120-150 (w/ 5% Wastage)

G. H. I. J. K.



1902


: : :

304(1)

Bituminous Surface Treatment (Aggregate Grading) m.t. 16.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 20

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 0.25

1,507.00 1,065.00

Unit

Quantity

Unit Cost

m.t.

1.15

406.25


Sub - Total for A Name and Capacity B. Equipment a. Vibratory Roller (10 m.t.), SP56 b. Water Truck (1000 gal.)

Sub - Total for B C. Total (A + B) D. Output per hour = 16.00 m.t. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Aggregates (w/ 15% Shrinkage Factor)

G. H. I. J. K.



5485


: : :

304(2)

Bituminous Surface Treatment (Asphalt Cement Penetration Grade 120-150) m.t. 0.30

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 1

936.00 130.54

Unit

Quantity

Unit Cost

m.t.

1.05

50,775.00



Sub - Total for B C. Total (A + B) D. Output per hour = 0.30 m.t. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Asphalt Cement Penetration Grade 120-150 (w/ 5% Wastage)

G. H. I. J. K.



1922


: : :

304(3)

Bituminous Surface Treatment (MC Cut-back Asphalt) m.t. 0.30

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 1

936.00 130.54

Unit

Quantity

Unit Cost

m.t.

1.05

40,300.00



Sub - Total for B C. Total (A + B) D. Output per hour = 0.30 m.t. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. MC Cut-back Asphalt (w/ 5% Wastage)

G. H. I. J. K.



5485


: : :

304(4)

Bituminous Surface Treatment (RC Cut-back Asphalt) m.t. 0.30

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 1

936.00 130.54

Unit

Quantity

Unit Cost

m.t.

1.05

41,575.00




G. H. I. J. K.



1942


: : :

304(5)

Bituminous Surface Treatment (Emulsified Asphalt) m.t. 0.30

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 1

936.00 130.54

Unit

Quantity

Unit Cost

m.t.

1.05

44,000.00




G. H. I. J. K.



5485


: : :

305(1)

Bituminous Penetration Macadam Pavement (Aggregates) m.t. 16.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 20

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 0.25

1,507.00 1,065.00

Unit

Quantity

Unit Cost

m.t.

1.15

406.25


Sub - Total for A Name and Capacity B. Equipment a. Vibratory Roller (10 m.t.), SP56 b. Water Truck (1000 gal.)

Sub - Total for B C. Total (A + B) D. Output per hour = 16.00 m.t. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Aggregates (w/ 15% Shrinkage Factor)

G. H. I. J. K.



1962


: : :

305(2)

Bituminous Penetration Macadam Pavement (Asphalt Cement) m.t. 0.30

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 1

936.00 130.54

Unit

Quantity

Unit Cost

m.t.

1.05

50,775.00



Sub - Total for B C. Total (A + B) D. Output per hour = 0.30 m.t. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Asphalt Cement (w/ 5% Wastage)

G. H. I. J. K.



5485


: : :

305(3)

Bituminous Penetration Macadam Pavement (RC Cut-back Asphalt) m.t. 0.30

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 1

936.00 130.54

Unit

Quantity

Unit Cost

m.t.

1.05

41,575.00




G. H. I. J. K.



1982


: : :

305(4)

Bituminous Penetration Macadam Pavement (Emulsified Asphalt) m.t. 0.30

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 1

936.00 130.54

Unit

Quantity

Unit Cost

m.t.

1.05

44,000.00




G. H. I. J. K.



5485


: : :

306(a)

Bituminous Road Mix Surface Course m.t. 12.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 3

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1 1

1 1 1 1 0.25

2,933.55 1,652.00 553.00 936.00 1,065.00

Unit

Quantity

Unit Cost

m.t. m.t. bag

1.15 0.07 0.30

406.25 40,300.00 180.00


Sub - Total for A Name and Capacity B. Equipment a. Road Grader w/ Scarifier, G710A b. Tandem Steel Roller (10.1 m.t.), CC421 c. Pneumatic Tire Roller (10 m.t.) d. Asphalt Distributor, 10 ft. wide (5 tons) e. Water Truck (1000 gal.) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 12.00 m.t. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Crushed Gravel b. MC Cut-back Asphalt (7%) c. Hydrated Lime (0.75%)

0.0575(2.335)(1.05) = 0.141 0.0075(35.29) = 0.26, say 0.30

G. H. I. J. K.



2002


: : :

306(b)

Bituminous Road Mix Surface Course m.t. 12.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 3

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1 1

1 1 1 1 0.25

2,933.55 1,652.00 553.00 936.00 1,065.00

Unit

Quantity

Unit Cost

m.t. m.t. bag

1.15 0.10 0.30

406.25 44,000.00 180.00


Sub - Total for A Name and Capacity B. Equipment a. Road Grader w/ Scarifier, G710A b. Tandem Steel Roller (10.1 m.t.), CC421 c. Pneumatic Tire Roller (10 m.t.) d. Asphalt Distributor, 10 ft. wide (5 tons) e. Water Truck (1000 gal.) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 12.00 m.t. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Crushed Gravel b. Emulsified Asphalt (10%) c. Hydrated Lime (0.75%)

0.08(2.335)(1.05) = 0.196 0.0075(35.29) = 0.26, say 0.30

G. H. I. J. K.



5485


: : :

306(1)

Aggregates for Bituminous Road Mix Surface Course m.t. 12.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 3

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1

1 1 1 0.25

2,933.55 1,652.00 553.00 1,065.00

Unit

Quantity

Unit Cost

m.t.

1.15

406.25


Sub - Total for A Name and Capacity B. Equipment a. Road Grader w/ Scarifier, G710A b. Tandem Steel Roller (10.1 m.t.), CC421 c. Pneumatic Tire Roller (10 m.t.) d. Water Truck (1000 gal.) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 12.00 m.t. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Crushed Gravel

G. H. I. J. K.



2022

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour Amount

: : :

306(2)

Bituminous Material for Bituminous Road Mix Surface Course m.t. 1.00

Designation

No. of Person

No. of Hours

1 1 3

1 1 1

No of Units

No. of Hours

1

1.00

Unit

Quantity

m.t.

1.05

A. Labor 109.19 122.88

a. Construction Foreman b. Skilled Laborer c. Laborer

232.07

Sub - Total for A

Amount

Name and Capacity B. Equipment

2,173.00


1,507.00 266.25

3,946.25 4,178.32 83.57

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00 m.t. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

805.00

805.00 888.57 79.97 71.09 124.75

a. MC Cut-back Asphalt

G. H. I. J.


5485

9% 8% 12%

1,164.38

K. Total Unit Cost

2042

SIS (DUPA)


: : :

307

Bituminous Plant Mix Surface Course-General (50mm thk.) sq.m. 171.30

Designation

No. of Person

No. of Hours

1 6 12

1 1 1

No of Units

No. of Hours

A. Labor 109.19 122.88


232.07

Sub - Total for A

Amount


2,173.00

a. Asphalt Paver (80 Hp), NF220BIIVDM

1

1

1,507.00 266.25

b. Pneumatic Tire Roller (10 m.t.) c. Tandem Steel Roller (10.1 m.t.), CC421 d. Dump Truck (10 cu.m.) e. Asphalt Batch Plant ( 60-80 TPH) f. Water Truck (1000 gal.) g. Payloader (1.50 cu.m.), LX80-2C Minor Tools (10% of Labor)

1 1 2 1 1 1

1 1 1 1 1 1

Unit

Quantity

m.t cu.m. bag

0.00981 0.0488 0.13

3,946.25 4,178.32 83.57

Sub - Total for B C. Total (A + B) D. Output per hour = 171.30 sq.m. E. Direct Unit Cost (C ÷ D)

Amount


862.50

862.50 946.07 85.15 75.69 132.83

a. Bituminous Material (8%) b. Aggregates (93%) c. Mineral Filler (7%) (w/ 5% wastage)

G. H. I. J.


5485

9% 8% 12%

1,239.73

K. Total Unit Cost

2062

SIS (DUPA)


: : :

308(a)

Cold Asphalt Plant Mix (50mm thk.) sq.m. 171.30

Designation

No. of Person

No. of Hours

1 6 12

1 1 1

No of Units

No. of Hours

A. Labor 109.19 184.32


293.51

Sub - Total for A

Amount


936.00


1

1

130.54


1 1 2 1 1 1

1 1 1 1 1 1

Unit

Quantity

m.t cu.m. bag

0.01226 0.0488 0.13

1,066.54 1,360.05 4,533.50


Amount


42,315.00

42,315.00 46,848.50 4,216.37 3,747.88 6,577.53

a. Emulsified Asphalt (10%) b. Aggregates (93%) c. Mineral Filler (7%) (w/ 5% wastage)

G. H. I. J.


5485

9% 8% 12%

61,390.27

K. Total Unit Cost

2082

SIS (DUPA)


: : :

308(b)

Cold Asphalt Plant Mix (50mm thk.) sq.m. 171.30

Designation

No. of Person

No. of Hours

1 6 12

1 1 1

No of Units

No. of Hours

A. Labor 109.19 184.32


293.51

Sub - Total for A

Amount


936.00


1

1

130.54


1 1 2 1 1 1

1 1 1 1 1 1

Unit

Quantity

m.t cu.m. bag

0.00858 0.0488 0.13

1,066.54 1,360.05 4,533.50


Amount


43,653.75

43,653.75 48,187.25 4,336.85 3,854.98 6,765.49

a. MC - 70 Cut-back Asphalt (7%) b. Aggregates (93%) c. Mineral Filler (7%) (w/ 5% wastage)

G. H. I. J.


5485

9% 8% 12%

63,144.57

K. Total Unit Cost

2102

SIS (DUPA)


: : :

309

Bituminous Plant Mix (Stockpile Maintenance Mixture) sq.m. 171.30

Designation

No. of Person

No. of Hours

1 6 12

1 1 1

No of Units

No. of Hours

A. Labor 109.19 184.32


293.51

Sub - Total for A

Amount


936.00

a. Dump Truck (10 cu.m.)

2

1

130.54

b. Asphalt Batch Plant ( 60-80 TPH) c. Water Truck (1000 gal.) d. Payloader (1.50 cu.m.), LX80-2C Minor Tools (10% of Labor)

1 1 1

1 1 1

Unit

Quantity

m.t cu.m. bag

0.00981 0.0488 0.13

1,066.54 1,360.05 4,533.50


Amount


43,653.75

43,653.75 48,187.25 4,336.85 3,854.98 6,765.49

a. MC - 70 Cut-back Asphalt (10%) b. Aggregates (93%) c. Mineral Filler (7%) (w/ 5% wastage)

G. H. I. J.


5485

9% 8% 12%

63,144.57

K. Total Unit Cost

2122

SIS (DUPA)


: : :

310(a.1)

Bituminous Concrete Surface Course (30mm thk.) sq.m. 285.51

Designation

No. of Person

No. of Hours

1 4 8

1 1 1

No of Units

No. of Hours

1 1 1 1

1 1 1 1

Unit

Quantity

m.t.

0.074

A. Labor 109.19 184.32


293.51

Sub - Total for A

Amount


936.00 130.54

1,066.54 1,360.05 4,533.50

a. Asphalt Paver (80 Hp) b. Pneumatic Tire Roller (10 m.t.) c. Tandem Steel Roller (10.1 m.t.), CC421 d. Water Truck (1000 gal.) Minor Tools (10% of Labor)


Amount


46,200.00

46,200.00 50,733.50 4,566.02 4,058.68 7,122.98 66,481.18

a. Bituminous Concrete Surface Course thickness = 30mm (w/ 5% wastage)

G. H. I. J. K.


5485

9% 8% 12%

SIS (DUPA)


: : :

310(a.2)


Designation

No. of Person

No. of Hours

1 4 8

1 1 1

No of Units

No. of Hours

1 1 1 1

1 1 1 1

Unit

Quantity

m.t.

0.098

A. Labor 109.19 1,228.80


1,337.99

Sub - Total for A

Amount


1,652.00 266.25

1,918.25 3,256.24 203.52



Amount


467.19

467.19 670.70 60.36 53.66 94.17 878.89


G. H. I. J. K.


2142

9% 8% 12%

SIS (DUPA)


: : :

310(a.3)


Designation

No. of Person

No. of Hours

1 4 8

1 1 1

No of Units

No. of Hours

1 1 1 1

1 1 1 1

Unit

Quantity

m.t.

0.123

A. Labor 109.19 184.32


293.51

Sub - Total for A

Amount


936.00 130.54

1,066.54 1,360.05 4,533.50



Amount


42,315.00

42,315.00 46,848.50 4,216.37 3,747.88 6,577.53 61,390.27


G. H. I. J. K.


5485

9% 8% 12%

SIS (DUPA)


: : :

310(b.1)


Designation

No. of Person

No. of Hours

1 6 12

1 1 1

No of Units

No. of Hours

1 1 1 2 1 1 1

1 1 1 1 1 1 1

Unit

Quantity

m.t cu.m. bag

0.00588 0.0293 0.078

A. Labor 109.19 184.32


293.51

Sub - Total for A

Amount


936.00 130.54

1,066.54 1,360.05 4,533.50

a. Asphalt Paver (80 Hp), NF220BIIVDM b. Pneumatic Tire Roller (10 m.t.) c. Tandem Steel Roller (10.1 m.t.), CC421 d. Dump Truck (10 cu.m.) e. Asphalt Batch Plant ( 60-80 TPH) f. Water Truck (1000 gal.) g. Payloader (1.50 cu.m.), LX80-2C Minor Tools (10% of Labor)


Amount


43,653.75

43,653.75 48,187.25 4,336.85 3,854.98 6,765.49 63,144.57

a. Asphalt Cement (8%) b. Aggregates (93%) c. Mineral Filler (7%) (w/ 5% wastage)

G. H. I. J. K.


2162

9% 8% 12%

SIS (DUPA)


: : :

310(b.2)


Designation

No. of Person

No. of Hours

1 6 12

1 1 1

No of Units

No. of Hours

1 1 1 2 1 1 1

1 1 1 1 1 1 1

Unit

Quantity

m.t cu.m. bag

0.00785 0.0391 0.104

A. Labor 109.19 184.32


293.51

Sub - Total for A

Amount


936.00 130.54

1,066.54 1,360.05 4,533.50



Amount


53,313.75

53,313.75 57,847.25 5,206.25 4,627.78 8,121.75 75,803.04


G. H. I. J. K.


5485

9% 8% 12%

SIS (DUPA)


: : :

310(b.3)


Designation

No. of Person

No. of Hours

1 6 12

1 1 1

No of Units

No. of Hours

1 1 1 2 1 1 1

1 1 1 1 1 1 1

Unit

Quantity

m.t cu.m. bag

0.00981 0.0488 0.13

A. Labor 109.19 1,228.80


1,337.99

Sub - Total for A

Amount


1,507.00 266.25

1,773.25 3,111.24 194.45



Amount


467.19

467.19 661.64 59.55 52.93 92.89 867.01


G. H. I. J. K.


2182

9% 8% 12%

SIS (DUPA)


ement Penetration Grade 120-150)

Item No./Description Unit of Measurement Output per hour Amount

: : :

311(1)a.1 PCC Pavement (Plain) - Conventional Method, 150mm thk. sq.m. 107.33

Designation

No. of Person

No. of Hours

1 4 12

1 1 1

No of Units

No. of Hours

4 2 1 1 1 1 1 1

1 1 1 1 1 1 1 0.10

Unit

Quantity

kg. lit. lit. l.m. cu.m. cu.m. bag pc. l.m. lit.

0.33 0.29 0.12 0.46 0.0825 0.15 1.43 0.00015 0.0078 0.0015

A. Labor 109.19 184.32


293.51

Sub - Total for A

Amount


936.00 130.54

1,066.54 1,360.05 4,533.50

a. Transit Mixer (5 cu.m.) b. Concrete Vibrator c. Batching Plant (30 cu.m.) d. Payloader (1.50 cu.m.), LX80-2C e. Concrete Screeder (5.5 Hp) f. Water Truck (1000 gal.) g. Concrete Saw, Blade Ø 14" (7.5 Hp) h. Bar Cutter, Single Phase Minor Tools (5% of Labor)


Amount


53,313.75

53,313.75 57,847.25 5,206.25 4,627.78 8,121.75 75,803.04

a. Reinforcing Steel Bar b. Curing Compound c. Asphalt Sealant d. Steel Forms (Rental) e. Sand f. Gravel g. Cement h. Concrete Saw (diamond blade 14") i. Pipe Sleeve, 1" dia. j. Grease/Tar

G. H. I. J. K.


5485

9% 8% 12%

SIS (DUPA)


: : :


Designation

No. of Person

No. of Hours

1 4 12

1 1 1

No of Units

No. of Hours

4 2 1 1 1 1 1 1

1 1 1 1 1 1 1 0.10

Unit

Quantity


0.39 0.29 0.12 0.46 0.11 0.20 1.90 0.00015 0.0086 0.0056

A. Labor 109.19 184.32


293.51

Sub - Total for A

Amount


936.00 130.54

1,066.54 1,360.05 4,533.50



Amount


42,315.00

42,315.00 46,848.50 4,216.37 3,747.88 6,577.53 61,390.27

a. Reinforcing Steel Bar b. Curing Compound c. Asphalt Sealant d. Steel Forms (Rental) e. Sand f. Gravel g. Cement h. Concrete Saw (diamond blade 14") i. Pipe Sleeve, 1 1/2" dia. j. Grease/Tar

G. H. I. J. K.


2202

9% 8% 12%

SIS (DUPA)


: : :


Designation

No. of Person

No. of Hours

1 4 12

1 1 1

No of Units

No. of Hours

4 2 1 1 1 1 1 1

1 1 1 1 1 1 1 0.10

Unit

Quantity


0.43 0.29 0.12 0.46 0.1265 0.23 2.19 0.00015 0.0071 0.0087

A. Labor 109.19 184.32


293.51

Sub - Total for A

Amount


936.00 130.54

1,066.54 1,360.05 4,533.50



Amount


43,653.75

43,653.75 48,187.25 4,336.85 3,854.98 6,765.49 63,144.57


G. H. I. J. K.


5485

9% 8% 12%

SIS (DUPA)


: : :


Designation

No. of Person

No. of Hours

1 4 12

1 1 1

No of Units

No. of Hours

4 2 1 1 1 1 1 1

1 1 1 1 1 1 1 0.10

Unit

Quantity


0.45 0.29 0.15 0.46 0.1375 0.25 2.38 0.00015 0.0078 0.0095

A. Labor 109.19 184.32


293.51

Sub - Total for A

Amount


936.00 130.54

1,066.54 1,360.05 4,533.50



Amount


46,200.00

46,200.00 50,733.50 4,566.02 4,058.68 7,122.98 66,481.18


G. H. I. J. K.


2222

9% 8% 12%

SIS (DUPA)


: : :


Designation

No. of Person

No. of Hours

1 4 12

1 1 1

No of Units

No. of Hours

4 2 1 1 1 1 1 1

1 1 1 1 1 1 1 0.10

Unit

Quantity


0.50 0.29 0.17 0.46 0.154 0.28 2.66 0.00015 0.0078 0.0078

A. Labor 109.19 1,228.80


1,337.99

Sub - Total for A

Amount


1,507.00 266.25

1,773.25 3,111.24 194.45



Amount


467.19

467.19 661.64 59.55 52.93 92.89 867.01


G. H. I. J. K.


5485

9% 8% 12%

SIS (DUPA)


: : :


Designation

No. of Person

No. of Hours

1 4 12

1 1 1

No of Units

No. of Hours

4 2 1 1 1 1 1 1

1 1 1 1 1 1 1 0.10

Unit

Quantity


0.55 0.29 0.18 0.46 0.165 0.30 2.85 0.00015 0.0094 0.0094

A. Labor 109.19 184.32


293.51

Sub - Total for A

Amount


936.00 130.54

1,066.54 1,360.05 4,533.50



Amount


53,313.75

53,313.75 57,847.25 5,206.25 4,627.78 8,121.75 75,803.04


G. H. I. J. K.


2242

9% 8% 12%

SIS (DUPA)


: : :

311(1)b.1 PCC Pavement (Plain) - Using Concrete Paver, 230mm thk. sq.m. 90.00

Designation

No. of Person

No. of Hours

1 4 10

1 1 1

No of Units

No. of Hours

1 1 4 1 1 1 1 1

1 1 1 1 1 1 0.10 0.10

Unit

Quantity

kg. lit. lit. cu.m. cu.m. bag pc. l.m. lit.

0.43 0.29 0.12 0.1265 0.23 2.19 0.00015 0.0071 0.0087

A. Labor 109.19 184.32


293.51

Sub - Total for A

Amount


936.00 130.54

1,066.54 1,360.05 4,533.50

a. Batching Plant (30 cu.m.) b. Concrete Paver, GP-2000 Slipform c. Transit Mixer (5 cu.m.) d. Payloader (1.50 cu.m.), LX80-2C e. Water Truck (1000 gal.) f. Concrete Saw, Blade Ø 14" (7.5 Hp) g. Concrete Vibrator h. Bar Cutter, Single Phase


Amount


43,653.75

43,653.75 48,187.25 4,336.85 3,854.98 6,765.49 63,144.57

a. Reinforcing Steel Bar b. Curing Compound c. Asphalt Sealant d. Sand e. Gravel f. Cement g. Concrete Saw (diamond blade 14") h. Pipe Sleeve, 2" dia. i. Grease/Tar

G. H. I. J. K.


5485

9% 8% 12%

SIS (DUPA)


: : :


Designation

No. of Person

No. of Hours

1 4 10

1 1 1

No of Units

No. of Hours

1 1 4 1 1 1 1 1

1 1 1 1 1 1 0.10 0.10

Unit

Quantity


0.45 0.29 0.15 0.1375 0.25 2.38 0.00015 0.0078 0.0095

A. Labor 109.19 184.32


293.51

Sub - Total for A

Amount


936.00 130.54

1,066.54 1,360.05 4,533.50



Amount


46,200.00

46,200.00 50,733.50 4,566.02 4,058.68 7,122.98 66,481.18


G. H. I. J. K.


2262

9% 8% 12%

SIS (DUPA)


: : :


Designation

No. of Person

No. of Hours

1 4 10

1 1 1

No of Units

No. of Hours

1 1 4 1 1 1 1 1

1 1 1 1 1 1 0.10 0.10

Unit

Quantity


0.50 0.29 0.17 0.154 0.28 2.66 0.00015 0.0078 0.0078

A. Labor 109.19 79.70 184.32


373.21

Sub - Total for A

Amount


2,933.55 1,652.00 553.00 936.00 266.25 37.32

6,378.12 6,751.33 562.61



Amount


467.19 2,821.00 54.00

3,342.19 3,904.80 351.43 312.38 548.23 5,116.85


G. H. I. J. K.


5485

9% 8% 12%

SIS (DUPA)


: : :


Designation

No. of Person

No. of Hours

1 4 10

1 1 1

No of Units

No. of Hours

1 1 4 1 1 1 1 1

1 1 1 1 1 1 0.10 0.10

Unit

Quantity


0.55 0.29 0.18 0.165 0.30 2.85 0.00015 0.0094 0.0094

A. Labor 109.19 79.70 184.32


373.21

Sub - Total for A

Amount


2,933.55 1,652.00 553.00 936.00 266.25 37.32

6,378.12 6,751.33 562.61



Amount


467.19 4,400.00 54.00

4,921.19 5,483.80 493.54 438.70 769.93 7,185.97


G. H. I. J. K.


2282

9% 8% 12%

SIS (DUPA)


: : :

311(1)c

PCC Pavement (Plain) - Conventional Method, 150mm thk. sq.m. 12.00

Designation

No. of Person

No. of Hours

1 8 16

1 1 1

No of Units

No. of Hours

1 1 2 1 1

1 0.05 1 0.05 0.10

Unit

Quantity


0.33 0.29 0.12 0.46 0.0825 0.15 1.43 0.00015 0.0078 0.0015

A. Labor 109.19 79.70 184.32


373.21

Sub - Total for A

Amount


2,933.55 1,652.00 553.00 266.25 37.32

5,442.12 5,815.33 484.61

a. One Bagger Mixer b. Water Truck (1000 gal.) c. Concrete Vibrator d. Bar Cutter, Single Phase e. Concrete Saw, Blade Ø 14" (7.5 Hp) Minor Tools (5% of Labor)


Amount


467.19

467.19 951.80 85.66 76.14 133.63 1,247.24


G. H. I. J. K.


5485

9% 8% 12%

IT PRICE ANALYSIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA

r Bituminous Road Mix Surface Course

Hourly Rate

Item No./Description Unit of Measurement Output per hour Amount

: : :

311(2)

PCC Pavement (Reinforced), 230mm thk. sq.m. 6.00

Designation

No. of Person

A. Labor 109.19 79.70 61.44

Hourly Rate

109.19 79.70 184.32


373.21

Sub - Total for A

Amount

Name and Capacity

1 4 12

No of Units

B. Equipment 936.00

936.00

936.00 1,309.21 1,309.21 Unit Cost

a. Batching Plant (30 cu.m.)

1

b. Concrete Screeder (5.5 Hp) c. Transit Mixer (5 cu.m.) d. Payloader (1.50 cu.m.), LX80-2C e. Water Truck (1000 gal.) f. Concrete Vibrator g. Bar Cutter, Single Phase h. Bar Bender Minor Tools (5% of Labor)

1 3 1 1 2 1 1


Amount


Unit

F. Materials 40,300.00

of G of G of (G + H + I)

42,315.00

42,315.00 43,624.21 3,926.18 3,489.94 6,124.84

a. Reinforcing Steel Bar b. Curing Compound c. Asphalt Sealant d. Steel Forms (Rental) e. Sand f. Gravel g. Cement h. # 16 GI Tie Wire (2% of RSB)

G. H. I. J.


2302

kg. lit. lit. l.m. cu.m. cu.m. bag kg.

(G + H + I + J)

57,165.16

K. Total Unit Cost

5485


Surface Course-General (50mm thk.)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 478.20 737.28

1,324.67 Hourly Rate

Amount

1,833.00

1,833.00

553.00 1,652.00 1,352.00 1,214.73 1,065.00 1,733.00

553.00 1,652.00 2,704.00 1,214.73 1,065.00 1,733.00 132.47

10,887.20 12,211.87 71.29 Unit Cost

Amount

44,000.00 650.00 240.56

431.64 31.72 31.27


494.63 565.92 50.93 45.27 79.46

2322

(G + H + I + J)

741.58

5485


x (50mm thk.)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 478.20 737.28


Amount

1,833.00

1,833.00

553.00 1,652.00 1,352.00 1,214.73 1,065.00 1,733.00

553.00 1,652.00 2,704.00 1,214.73 1,065.00 1,733.00 132.47

10,887.20 12,211.87 71.29 Unit Cost

Amount

44,000.00 650.00 240.56

539.44 31.72 31.27


602.43 673.72 60.63 53.90 94.59

2342

(G + H + I + J)

882.85

5485


x (50mm thk.)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 478.20 737.28


Amount

1,833.00

1,833.00

553.00 1,652.00 1,352.00 1,214.73 1,065.00 1,733.00

553.00 1,652.00 2,704.00 1,214.73 1,065.00 1,733.00 132.47

10,887.20 12,211.87 71.29 Unit Cost

Amount

40,300.00 650.00 240.56

345.77 31.72 31.27


408.77 480.06 43.21 38.40 67.40

2362

(G + H + I + J)

629.07

5485


Stockpile Maintenance Mixture)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 478.20 737.28


Amount

1,352.00

2,704.00

1,214.73 1,065.00 1,733.00

1,214.73 1,065.00 1,733.00 132.47

6,849.20 8,173.87 47.72 Unit Cost

Amount

40,300.00 650.00 240.56

395.34 31.72 31.27


458.34 506.05 45.54 40.48 71.05

2382

(G + H + I + J)

663.13

5485


Surface Course (30mm thk.)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 318.80 491.52

919.51 Hourly Rate

Amount

1,833.00 553.00 1,652.00 1,065.00

1,833.00 553.00 1,652.00 1,065.00 91.95

5,194.95 6,114.46 21.42 Unit Cost

Amount

4,500.00

333.00

of G of G of (G + H + I) (G + H + I + J)

333.00 354.42 31.90 28.35 49.76 464.43

2402



Hourly Rate

Amount

109.19 79.70 61.44

109.19 318.80 491.52

919.51 Hourly Rate

Amount

1,833.00 553.00 1,652.00 1,065.00

1,833.00 553.00 1,652.00 1,065.00 91.95

5,194.95 6,114.46 28.55 Unit Cost

Amount

4,500.00

441.00


441.00 469.55 42.26 37.56 65.93 615.30

5485



Hourly Rate

Amount

109.19 79.70 61.44

109.19 318.80 491.52

919.51 Hourly Rate

Amount

1,833.00 553.00 1,652.00 1,065.00

1,833.00 553.00 1,652.00 1,065.00 91.95

5,194.95 6,114.46 35.69 Unit Cost

Amount

4,500.00

553.50


553.50 589.19 53.03 47.14 82.72 772.08

2422



Hourly Rate

Amount

109.19 79.70 61.44

109.19 478.20 737.28


Amount

1,833.00 553.00 1,652.00 1,352.00 1,214.73 1,065.00 1,733.00

1,833.00 553.00 1,652.00 2,704.00 1,214.73 1,065.00 1,733.00 132.47

10,887.20 12,211.87 42.77 Unit Cost

Amount

50,775.00 650.00 240.56

298.56 19.05 18.76


336.37 379.14 34.12 30.33 53.23 496.82

5485



Hourly Rate

Amount

109.19 79.70 61.44

109.19 478.20 737.28


Amount

1,833.00 553.00 1,652.00 1,352.00 1,214.73 1,065.00 1,733.00

1,833.00 553.00 1,652.00 2,704.00 1,214.73 1,065.00 1,733.00 132.47

10,887.20 12,211.87 57.03 Unit Cost

Amount

50,775.00 650.00 240.56

398.58 25.42 25.02


449.02 506.05 45.54 40.48 71.05 663.12

2442



Hourly Rate

Amount

109.19 79.70 61.44

109.19 478.20 737.28


Amount

1,833.00 553.00 1,652.00 1,352.00 1,214.73 1,065.00 1,733.00

1,833.00 553.00 1,652.00 2,704.00 1,214.73 1,065.00 1,733.00 132.47

10,887.20 12,211.87 71.29 Unit Cost

Amount

50,775.00 650.00 240.56

498.10 31.72 31.27


561.10 632.38 56.91 50.59 88.79 828.68

5485


) - Conventional Method, 150mm thk.

Hourly Rate

Amount

109.19 79.70 61.44

109.19 318.80 737.28


Amount

1,279.00 148.88 1,208.03 1,733.00 545.00 1,065.00 167.38 219.75

5,116.00 297.76 1,208.03 1,733.00 545.00 1,065.00 167.38 21.98 58.26

10,212.41 11,377.68 106.01 Unit Cost

Amount

40.00 28.00 44.00 50.00 850.00 650.00 220.00 8,000.00 34.33 300.00

13.20 8.12 5.28 23.00 70.13 97.50 314.60 1.20 0.27 0.45


533.74 639.75 57.58 51.18 89.82 838.33

2462



Hourly Rate

Amount

109.19 79.70 61.44

109.19 318.80 737.28


Amount

1,279.00 148.88 1,208.03 1,733.00 545.00 1,065.00 167.38 219.75

5,116.00 297.76 1,208.03 1,733.00 545.00 1,065.00 167.38 21.98 58.26

10,212.41 11,377.68 141.34 Unit Cost

Amount

40.00 28.00 44.00 50.00 850.00 650.00 220.00 8,000.00 67.67 300.00

15.60 8.12 5.28 23.00 93.50 130.00 418.00 1.20 0.58 1.68


696.96 838.30 75.45 67.06 117.70 1,098.51

5485



Hourly Rate

Amount

109.19 79.70 61.44

109.19 318.80 737.28


Amount

1,279.00 148.88 1,208.03 1,733.00 545.00 1,065.00 167.38 219.75

5,116.00 297.76 1,208.03 1,733.00 545.00 1,065.00 167.38 21.98 58.26

10,212.41 11,377.68 162.54 Unit Cost

Amount

40.00 28.00 44.00 50.00 850.00 650.00 220.00 8,000.00 97.00 300.00

17.20 8.12 5.28 23.00 107.53 149.50 481.80 1.20 0.69 2.61


796.92 959.46 86.35 76.76 134.71 1,257.28

2482



Hourly Rate

Amount

109.19 79.70 61.44

109.19 318.80 737.28


Amount

1,279.00 148.88 1,208.03 1,733.00 545.00 1,065.00 167.38 219.75

5,116.00 297.76 1,208.03 1,733.00 545.00 1,065.00 167.38 21.98 58.26

10,212.41 11,377.68 176.67 Unit Cost

Amount

40.00 28.00 44.00 50.00 850.00 650.00 220.00 8,000.00 97.00 300.00

18.00 8.12 6.60 23.00 116.88 162.50 523.60 1.20 0.76 2.85


863.50 1,040.17 93.62 83.21 146.04 1,363.04

5485



Hourly Rate

Amount

109.19 79.70 61.44

109.19 318.80 737.28


Amount

1,279.00 148.88 1,208.03 1,733.00 545.00 1,065.00 167.38 219.75

5,116.00 297.76 1,208.03 1,733.00 545.00 1,065.00 167.38 21.98 58.26

10,212.41 11,377.68 197.87 Unit Cost

Amount

40.00 28.00 44.00 50.00 850.00 650.00 220.00 8,000.00 97.00 300.00

20.00 8.12 7.48 23.00 130.90 182.00 585.20 1.20 0.76 2.34


961.00 1,158.87 104.30 92.71 162.71 1,518.58

2502



Hourly Rate

Amount

109.19 79.70 61.44

109.19 318.80 737.28


Amount

1,279.00 148.88 1,208.03 1,733.00 545.00 1,065.00 167.38 219.75

5,116.00 297.76 1,208.03 1,733.00 545.00 1,065.00 167.38 21.98 58.26

10,212.41 11,377.68 211.99 Unit Cost

Amount

40.00 28.00 44.00 50.00 850.00 650.00 220.00 8,000.00 97.00 300.00

22.00 8.12 7.92 23.00 140.25 195.00 627.00 1.20 0.91 2.82


1,028.22 1,240.22 111.62 99.22 174.13 1,625.18

5485


) - Using Concrete Paver, 230mm thk.

Hourly Rate

Amount

109.19 79.70 61.44

109.19 318.80 614.40


Amount

1,208.03 6,765.00 1,279.00 1,733.00 1,065.00 167.38 148.88 219.75

1,208.03 6,765.00 5,116.00 1,733.00 1,065.00 167.38 14.89 21.98

16,091.27 17,133.66 190.37 Unit Cost

Amount

40.00 28.00 44.00 850.00 650.00 220.00 8,000.00 97.00 300.00

17.20 8.12 5.28 107.53 149.50 481.80 1.20 0.69 2.61


773.92 964.30 86.79 77.14 135.39 1,263.62

2522



Hourly Rate

Amount

109.19 79.70 61.44

109.19 318.80 614.40


Amount

1,208.03 6,765.00 1,279.00 1,733.00 1,065.00 167.38 148.88 219.75

1,208.03 6,765.00 5,116.00 1,733.00 1,065.00 167.38 14.89 21.98

16,091.27 17,133.66 206.93 Unit Cost

Amount

40.00 28.00 44.00 850.00 650.00 220.00 8,000.00 97.00 300.00

18.00 8.12 6.60 116.88 162.50 523.60 1.20 0.76 2.85


840.50 1,047.43 94.27 83.79 147.06 1,372.55

5485



Hourly Rate

Amount

109.19 79.70 61.44

109.19 318.80 614.40


Amount

1,208.03 6,765.00 1,279.00 1,733.00 1,065.00 167.38 148.88 219.75

1,208.03 6,765.00 5,116.00 1,733.00 1,065.00 167.38 14.89 21.98

16,091.27 17,133.66 231.76 Unit Cost

Amount

40.00 28.00 44.00 850.00 650.00 220.00 8,000.00 97.00 300.00

20.00 8.12 7.48 130.90 182.00 585.20 1.20 0.76 2.34


938.00 1,169.75 105.28 93.58 164.23 1,532.84

2542



Hourly Rate

Amount

109.19 79.70 61.44

109.19 318.80 614.40


Amount

1,208.03 6,765.00 1,279.00 1,733.00 1,065.00 167.38 148.88 219.75

1,208.03 6,765.00 5,116.00 1,733.00 1,065.00 167.38 14.89 21.98

16,091.27 17,133.66 248.31 Unit Cost

Amount

40.00 28.00 44.00 850.00 650.00 220.00 8,000.00 97.00 300.00

22.00 8.12 7.92 140.25 195.00 627.00 1.20 0.91 2.82


1,005.22 1,253.54 112.82 100.28 176.00 1,642.63

5485



Hourly Rate

Amount

109.19 79.70 61.44

109.19 637.60 983.04


Amount

172.00 1,065.00 148.88 219.75 167.38

172.00 53.25 297.76 10.99 16.74 86.49

637.23 2,367.06 197.25 Unit Cost

Amount

40.00 28.00 44.00 50.00 850.00 650.00 220.00 8,000.00 34.33 300.00

13.20 8.12 5.28 23.00 70.13 97.50 314.60 1.20 0.27 0.45


533.74 731.00 65.79 58.48 102.63 957.90

2562

DETAILED UNIT PRICE ANALYSIS (DUPA) PCC Pavement (Reinforced), 230mm thk.

No. of Hours

Hourly Rate

Amount

1 1 1

109.19 79.70 61.44

109.19 318.80 737.28

1,165.27 No. of Hours

Hourly Rate

Amount

0.10

1,208.03

120.80

0.10 0.10 0.10 0.10 0.10 0.25 0.25

545.00 1,279.00 1,733.00 1,065.00 148.88 219.75 351.50

54.50 383.70 173.30 106.50 29.78 54.94 87.88 58.26

1,069.66 2,234.93

hour = 6.00 sq.m. 372.49 Quantity

Unit Cost

Amount

40.86 0.29 0.12 0.46 0.1265 0.23 2.19 0.817

40.00 28.00 44.00 50.00 850.00 650.00 220.00 47.00

1,634.40 8.12 5.28 23.00 107.53 149.50 481.80 38.40

9% of G 8% of G 12% of (G + H + I)

2,448.02 2,820.51 253.85 225.64 396.00

5485

(G + H + I + J)

2582

3,696.00

5485

2602

5485

2622

5485

2642

5485

2662

5485

2682

5485

2702

5485

2722

5485

2742

5485

2762

5485

2782

5485

2802

5485

2822

5485


: : :

404

Reinforcing Steel Bar, Grade 40 (Minor Structures) kg. 180.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 8

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.50 0.50 0.15

219.75 351.50 1,102.00

Unit

Quantity

Unit Cost

kg. kg.

0.021 1.05

47.00 40.00


Sub - Total for A Name and Capacity B. Equipment a. Bar Cutter b. Bar Bender c. Cargo Truck (10 T, 270 Hp)

Sub - Total for B C. Total (A + B) D. Output per hour = 180.00 kg. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Tie Wire (2% of RSB) b. Reinforcing Steel Bar, Grade 40 (w/ 5% Wastage)

G. H. I. J. K.




: : :

405

Structural Concrete Class A (Minor Structures) cu.m. 1.40

Designation

No. of Person

No. of Hours

Hourly Rate


1 4 8

1 1 1

109.19 79.70 61.44

Installation/Removal of Formworks a. Skilled Laborer b. Laborer Sub - Total for A

4 8

1 1

79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.10

172.00 148.88 1,065.00

Unit

Quantity

Unit Cost

bd.ft. pc. kg. bag cu.m. cu.m.

* 70.00 * 1.60 * 0.70 9.50 0.50 1

40.00 700.00 68.00 220.00 850.00 650.00

A. Labor

Name and Capacity B. Equipment a. One Bagger Mixer b. Concrete Vibrator c. Water Truck (1000 gal.) Minor Tools (5% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.40 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Lumber, Good - 4 uses b. Marine Plywood (1/2" x 4' x 8') - 4 uses c. Assorted CWN (1kg./100 bd.ft. of Lumber) d. Cement e. Sand f. Gravel Note: *Quantities for lumber, plywood and CWN are dependent on the type of minor structure. The above-computed quantities are based on box culvert.

G. H. I. J. K.




Amount

109.19 159.40 491.52

760.11 Amount

109.88 175.75 165.30

450.93 1,211.04 6.73 Amount

0.99 42.00

42.99 49.71 4.47 3.98 6.98 65.15


Amount

109.19 318.80 491.52

318.80 491.52 1,729.83 Amount

172.00 148.88 106.50 86.49

513.87 2,243.70 1,602.64 Amount

700.00 280.00 47.60 2,090.00 425.00 650.00

4,192.60 5,795.24 521.57 463.62 813.65 7,594.09


: : :

500(1)a

Pipe Culverts, 610mm dia. (24" Ø) l.m. 2.25

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1

0.50 0.50

1,537.00 123.00

Unit

Quantity

Unit Cost

bag cu.m. pc. cu.m.

0.774 0.044 1 0.088

220.00 850.00 950.00 850.00


Sub - Total for A Name and Capacity B. Equipment a. Backhoe (0.80 cu.m.) b. Plate Compactor (5 Hp) Minor Tools (10 % of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 2.25 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Portland Cement b. Sand c. R.C. Pipes (610mm dia.) d. Sand Bedding/Selected Sandy Soil

G. H. I. J. K.




: : :

500(1)b


Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate


1

0.50

1,537.00

b. Plate Compactor (5 Hp) Minor Tools (10 % of Labor)

1

0.50

123.00

Unit

Quantity

Unit Cost

bag cu.m. pc. cu.m.

0.918 0.052 1 0.108

220.00 850.00 1,750.00 850.00




G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

500(1)c


Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate


1

0.50

1,537.00


1

0.50

123.00

Unit

Quantity

Unit Cost

bag cu.m. pc. cu.m.

1.080 0.061 1 0.128

220.00 850.00 2,170.00 850.00




G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

500(1)d


Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate


1

0.50

1,537.00


1

0.50

123.00

Unit

Quantity

Unit Cost

bag cu.m. pc. cu.m.

1.242 0.070 1 0.149

220.00 850.00 2,900.00 850.00




G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

500(1)e


Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate


1

0.50

1,537.00


1

0.50

123.00

Unit

Quantity

Unit Cost

bag cu.m. pc. cu.m.

1.404 0.080 1 0.170

220.00 850.00 3,800.00 850.00




G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

500(1)f


Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate


1

0.50

1,537.00


1

0.50

123.00

Unit

Quantity

Unit Cost

bag cu.m. pc. cu.m.

1.710 0.097 1 0.210

220.00 850.00 6,175.00 850.00




G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

501(1)

Underdrain l.m. 1.25

Designation

No. of Person

No. of Hours

Hourly Rate

1 4

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1

0.50

123.00

Unit

Quantity

Unit Cost

cu.m. cu.m. sq.m. pc.

0.20 0.39 2 1.05

900.00 850.00 275.00 230.00


Sub - Total for A Name and Capacity B. Equipment a. Plate Compactor (5 Hp) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.25 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Coarse Aggregates b. Fine Aggregates c. Filter Cloth d. 150 mm. dia. Concrete Perforated Pipe

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

501(2)

Blind Drain l.m. 1.25

Designation

No. of Person

No. of Hours

Hourly Rate

1 4

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

Unit

Quantity

Unit Cost

cu.m. cu.m. sq.m.

0.22 0.39 2

900.00 850.00 275.00


Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.25 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Coarse Aggregates b. Fine Aggregates c. Filter Cloth

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

501(3)

Granular Backfill filter material for Underdrains cu.m. 1.25

Designation

No. of Person

No. of Hours

Hourly Rate

1 4

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1

1

123.00


Unit

Quantity

Unit Cost

a. Coarse Aggregates (Granular Backfill Materials) (w/ 15% Shrinkage Factor)

cu.m.

1.15

900.00


Sub - Total for A Name and Capacity B. Equipment a. Plate Compactor (5 Hp) Minor Tools (10% of Labor)


F. Materials

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J) DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description Unit of Measurement Output

: : :

502

Manhole/Catch Basin/Inlet ea. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

No of Units

No. of Hours

Hourly Rate

Unit

Quantity

A. Labor


Sub - Total for B C. Total (A + B) D. Output = 1.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification

Direct

Unit Cost

F. Materials/Processed Component Pay Item a. 103(3) - Foundation Fill b. 404 - Reinforcing Steel Bar c. 405 - Structural Concrete

G. H. I. J.


cu.m. kg. cu.m.

9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

502(4)

Concrete Covers ea. 5.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1 1

0.50 0.50 0.50 0.25 0.05

172.00 219.75 148.88 391.00 1,065.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m. kg. kg. kg. kg. pc. set kg.

1.31 0.06 0.12 48.25 0.97 36.79 2.83 0.30 2.00 0.02

220.00 850.00 650.00 40.00 47.00 48.00 48.00 620.00 250.00 90.00


Sub - Total for A Name and Capacity B. Equipment a. One Bagger Mixer b. Bar Cutter c. Concrete Vibrator d. Welding Machine (GasType) e. Water Truck Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output = 5.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials Dimension: 1.31m x 0.573m x 0.20m a. Portland Cement b. Sand c. Gravel d. Reinforcing Steel Bar e. #16 GI Tie Wire (2% of RSB) f. 6mm thk. Steel Plate g. 16mm thk. Steel Plate h. 1/2" Ordinary Plywood - 2 uses i. 16mm dia. U-bolt & Knot j. Welding Rod (1 kg./2000 kg. of Steel)

G. H. I. J. K.




: : :

502(5)

Metal Frames and Gratings pair 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 1

0.50 0.50 0.50

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

Unit

Quantity

Unit Cost

set

1.00

4,700.00



Sub - Total for B C. Total (A + B) D. Output = 1.00 pair E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 410mmx660mmx60mm, C.I. Cover with Frame

G. H. I. J. K.




: : :

502(6)

Metal Frames and Covers (Circular) pair 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 1

0.50 0.50 0.50

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

Unit

Quantity

Unit Cost

set

1.00

5,700.00



Sub - Total for B C. Total (A + B) D. Output = 1.00 pair E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 580mm dia. C.I. Manhole Cover with Frame

G. H. I. J. K.




: : :

503(a)

Drainage Steel Grating with Frame (675mm x 975mm Sump Grating) set 0.25

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 1

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1

0.50 1

219.75 391.00

Unit

Quantity

Unit Cost

kg. kg. kg. kg.

62.557 1.244 38.36 0.051

48.00 48.00 48.00 90.00


Sub - Total for A Name and Capacity B. Equipment a. Bar Cutter b. Welding Machine

Sub - Total for B C. Total (A + B) D. Output per hour = 0.25 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 65mm x 5mm Flat Bar b. 6mm dia. x 975mm Twisted Cross Rod c. 75mm x 75mm x 9mm Angle Bar d. Welding Rod (1 kg./2000 kg. of Steel)

G. H. I. J. K.




: : :

503(b)

Drainage Steel Grating with Frame (715mm x 2000mm Trench Grating) set 0.125

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 1

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1

0.50 1

219.75 391.00

Unit

Quantity

Unit Cost

kg. kg. kg. kg.

127.066 3.174 41.64 0.086

48.00 48.00 48.00 90.00


Sub - Total for A Name and Capacity B. Equipment a. Bar Cutter b. Welding Machine

Sub - Total for B C. Total (A + B) D. Output per hour = 0.125 set E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 65mm x 5mm Flat Bar b. 6mm dia. x 975mm Twisted Cross Rod c. 75mm x 75mm x 9mm Angle Bar d. Welding Rod (1 kg./2000 kg. of Steel)

G. H. I. J. K.




: : :

504(1)a

Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (24" dia) - 610mm l.m. 3.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.50 0.50 0.25

1,537.00 961.20 1,065.00

Unit

Quantity

Unit Cost


Sub - Total for A Name and Capacity B. Equipment a. Backhoe (0.80 cu.m.) b. Boom Truck c. Water Truck (1000 gal.) Minor Tools (10% of Labor)


G. H. I. J. K.




: : :

504(1)b

Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (30" dia.) - 760mm l.m. 2.50

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.50 0.50 0.25

1,537.00 961.20 1,065.00

Unit

Quantity

Unit Cost




G. H. I. J. K.




: : :

504(1)c


Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.50 0.50 0.25

1,537.00 961.20 1,065.00

Unit

Quantity

Unit Cost




G. H. I. J. K.




: : :

504(1)d


Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.50 0.50 0.25

1,537.00 961.20 1,065.00

Unit

Quantity

Unit Cost




G. H. I. J. K.




: : :

504(1)e


Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.50 0.50 0.25

1,537.00 961.20 1,065.00

Unit

Quantity

Unit Cost




G. H. I. J. K.




: : :

504(2)a

Removing, Cleaning and Re-laying Salvaged Culvert Pipe (24" dia.) - 610mm l.m. 1.50

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.60 0.50 0.15

1,537.00 123.00 1,065.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m.

0.774 0.044 0.088

220.00 850.00 850.00


Sub - Total for A Name and Capacity B. Equipment a. Backhoe (0.80 cu.m.) b. Plate Compactor (5 Hp) c. Water Truck (1000 gal.) Minor Tools (10 % of Labor)


a. Portland Cement b. Sand c. Sand Bedding

G. H. I. J. K.




: : :

504(2)b


Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.60 0.50 0.15

1,537.00 123.00 1,065.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m.

0.918 0.052 0.108

220.00 850.00 850.00





G. H. I. J. K.




: : :

504(2)c


Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.60 0.50 0.15

1,537.00 123.00 1,065.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m.

1.080 0.061 0.128

220.00 850.00 850.00





G. H. I. J. K.




: : :

504(2)d


Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.60 0.50 0.15

1,537.00 123.00 1,065.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m.

1.242 0.070 0.149

220.00 850.00 850.00





G. H. I. J. K.




: : :

504(2)e


Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.60 0.50 0.15

1,537.00 123.00 1,065.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m.

1.404 0.080 0.170

220.00 850.00 850.00





G. H. I. J. K.




: : :

504(3)a

Cleaning Culvert Pipe in place (610mm dia.) - Half Silted l.m. 8.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 l.s. l.s.

1

1,102.00 300.00 200.00

Unit

Quantity

Unit Cost


Sub - Total for A Name and Capacity B. Equipment a. Cargo Truck (10 T) b. Steel Wheel with Nylon Rope c. Improvised Bamboo with Bucket Minor Tools (10% of Labor)


G. H. I. J. K.




: : :

504(3)b


Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 l.s. l.s.

1

1,102.00 300.00 200.00

Unit

Quantity

Unit Cost


Sub - Total for A Name and Capacity B. Equipment a. Cargo Truck (10 T) b. Steel Wheel with Nylon Rope c. Improvised Bamboo with Bucket Minor Tools (10% of Labor)


G. H. I. J. K.




Amount

109.19 159.40 245.76

514.35 Amount

768.50 61.50 51.44

881.44 1,395.79 620.35 Amount

170.28 37.40 950.00 74.80

1,232.48 1,852.83 166.75 148.23 260.14 2,427.95


Amount

109.19 159.40 245.76

514.35 Amount

768.50 61.50 51.44

881.44 1,395.79 697.89 Amount

201.96 44.20 1,750.00 91.80

2,087.96 2,785.85 250.73 222.87 391.13

3,650.58


Amount

109.19 159.40 245.76

514.35 Amount

768.50 61.50 51.44

881.44 1,395.79 797.59 Amount

237.60 51.85 2,170.00 108.80

2,568.25 3,365.84 302.93 269.27 472.56

4,410.60


Amount

109.19 159.40 245.76

514.35 Amount

768.50 61.50 51.44

881.44 1,395.79 930.52 Amount

273.24 59.50 2,900.00 126.65

3,359.39 4,289.91 386.09 343.19 602.30

5,621.50


Amount

109.19 159.40 245.76

514.35 Amount

768.50 61.50 51.44

881.44 1,395.79 1,116.63 Amount

308.88 68.00 3,800.00 144.50

4,321.38 5,438.01 489.42 435.04 763.50

7,125.97


Amount

109.19 159.40 245.76

514.35 Amount

768.50 61.50 51.44

881.44 1,395.79 1,395.79 Amount

376.20 82.45 6,175.00 178.50

6,812.15 8,207.94 738.71 656.63 1,152.39

10,755.68


Amount

109.19 245.76

354.95 Amount

61.50 35.50

97.00 451.95 361.56 Amount

180.00 331.50 550.00 241.50

1,303.00 1,664.56 149.81 133.16 233.70

2,181.23


Amount

109.19 245.76

354.95 Amount

35.50

35.50 390.45 312.36 Amount

198.00 331.50 550.00

1,079.50 1,391.86 125.27 111.35 195.42

1,823.89


Amount

109.19 245.76

354.95 Amount

123.00 35.50

158.50 513.45 410.76 Amount

1,035.00

1,035.00 1,445.76 130.12 115.66 202.98

1,894.52 DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

Amount

Direct Cost


Amount

109.19 159.40 245.76

514.35 Amount

86.00 109.88 74.44 97.75 53.25 51.44

472.75 987.10 197.42 Amount

288.20 51.00 78.00 1,930.00 45.59 1,765.92 67.92 93.00 250.00 0.90

4,570.53 4,767.95 429.12 381.44 669.42 6,247.92


Amount

54.60 39.85 30.72

125.17 Amount

12.52

12.52 137.68 137.68 Amount

4,700.00

4,700.00 4,837.68 435.39 387.01 679.21 6,339.30


Amount

54.60 39.85 30.72

125.17 Amount

12.52

12.52 137.68 137.68 Amount

5,700.00

5,700.00 5,837.68 525.39 467.01 819.61 7,649.70


Amount

109.19 79.70 61.44

250.33 Amount

109.88 391.00

500.88 751.21 3,004.82 Amount

3,002.74 59.71 1,841.28 4.59

4,908.32 7,913.14 712.18 633.05 1,111.00 10,369.38


Amount

109.19 79.70 61.44

250.33 Amount

109.88 391.00

500.88 751.21 6,009.64 Amount

6,099.17 152.35 1,998.72 7.74

8,257.98 14,267.62 1,284.09 1,141.41 2,003.17 18,696.29


Amount

109.19 159.40 245.76

514.35 Amount

768.50 480.60 266.25 51.44

1,566.79 2,081.14 693.71 Amount

0.00 693.71 62.43 55.50 97.40 909.04

DETAILED UNIT PRICE ANALYSIS (DUPA) Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (30" dia.) - 760mm

Amount

109.19 159.40 245.76

514.35 Amount

768.50 480.60 266.25 51.44

1,566.79 2,081.14 832.45 Amount

0.00 832.45 74.92 66.60 116.88 1,090.85


Amount

109.19 159.40 245.76

514.35 Amount

768.50 480.60 266.25 51.44

1,566.79 2,081.14 1,040.57 Amount

0.00 1,040.57 93.65 83.25 146.10 1,363.56


Amount

109.19 159.40 245.76

514.35 Amount

768.50 480.60 266.25 51.44

1,566.79 2,081.14 1,040.57 Amount

0.00 1,040.57 93.65 83.25 146.10 1,363.56


Amount

109.19 159.40 245.76

514.35 Amount

768.50 480.60 266.25 51.44

1,566.79 2,081.14 1,387.42 Amount

0.00 1,387.42 124.87 110.99 194.79 1,818.08

DETAILED UNIT PRICE ANALYSIS (DUPA) Removing, Cleaning and Re-laying Salvaged Culvert Pipe (24" dia.) - 610mm

Amount

109.19 159.40 245.76

514.35 Amount

922.20 61.50 159.75 51.44

1,194.89 1,709.24 1,139.49 Amount

170.28 37.40 74.80

282.48 1,421.97 127.98 113.76 199.64 1,863.35


Amount

109.19 159.40 245.76

514.35 Amount

922.20 61.50 159.75 51.44

1,194.89 1,709.24 1,367.39 Amount

201.96 44.20 91.80

337.96 1,705.35 153.48 136.43 239.43 2,234.69


Amount

109.19 159.40 245.76

514.35 Amount

922.20 61.50 159.75 51.44

1,194.89 1,709.24 1,709.24 Amount

237.60 51.85 108.80

398.25 2,107.49 189.67 168.60 295.89 2,761.65


Amount

109.19 159.40 245.76

514.35 Amount

922.20 61.50 159.75 51.44

1,194.89 1,709.24 1,709.24 Amount

273.24 59.50 126.65

459.39 2,168.63 195.18 173.49 304.47 2,841.77


Amount

109.19 159.40 245.76

514.35 Amount

922.20 61.50 159.75 51.44

1,194.89 1,709.24 2,278.98 Amount

308.88 68.00 144.50

521.38 2,800.36 252.03 224.03 393.17 3,669.59


Amount

109.19 159.40 245.76

514.35 Amount

1,102.00 300.00 200.00 51.44

1,653.44 2,167.79 270.97 Amount

0.00 270.97 24.39 21.68 38.04 355.08


Amount

109.19 159.40 245.76

514.35 Amount

1,102.00 300.00 200.00 51.44

1,653.44 2,167.79 412.91 Amount

0.00 412.91 37.16 33.03 57.97 541.08


: : :

504(3)c


Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

1

1,102.00

Unit

Quantity

Unit Cost




G. H. I. J. K.




: : :

504(3)d


Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

1

1,102.00

Unit

Quantity

Unit Cost




G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

504(3)e


Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

1

1,102.00

Unit

Quantity

Unit Cost




G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

504(3)f


Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

1

1,102.00

Unit

Quantity

Unit Cost




G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

504(4)

Reconditioning Drainage Structures ea. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

0.50 0.50 0.50

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

a. Cargo Truck (10 T)

1

0.25

1,102.00

b. Bamboo with Bucket - 4 uses Minor Tools (10% of Labor)

1

1

200.00

Unit

Quantity

Unit Cost



Sub - Total for B C. Total (A + B) D. Output = 1.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials * If some repair is needed, component materials required and corresponding man-hour will be added to DUPA

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

505(1)

Riprap (Class A) cu.m. 1.50

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 8

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

Unit

Quantity

Unit Cost

cu.m.

1.05

920.00



Sub - Total for B C. Total (A + B) D. Output per hour = 1.50 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Boulders (15 - 25 kg.) Miscellaneous (1% of Materials)

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

505(2)

Riprap (Class B) cu.m. 1.25

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.50

840.00

Unit

Quantity

Unit Cost

cu.m.

1.05

810.00


Sub - Total for A Name and Capacity B. Equipment a. Backhoe (Wheel Type 0.28 cu.m.) Minor Tools (5% of Labor)


G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

505(3)

Riprap (Class C) cu.m. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.75

840.00

Unit

Quantity

Unit Cost

cu.m.

1.05

740.00


Sub - Total for A Name and Capacity B. Equipment c. Backhoe (Wheel Type 0.28 cu.m.) Minor Tools (5% of Labor)


G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

505(4)

Riprap (Class D) cu.m. 0.75

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

1.00

840.00

Unit

Quantity

Unit Cost

cu.m.

1.05

650.00

A. Labor a. Construction Foreman b. Skilled Laborers c. Laborers

Sub - Total for A Name and Capacity B. Equipment a. Backhoe (Wheel Type 0.28 cu.m.) Minor Tools (5% of Labor)


G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

505(5)

Grouted Riprap (Class A) cu.m. 1.25

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 8

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 0.05

172.00 1,065.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m. l.m. sq.m. cu.m.

3.00 0.25 0.015 0.30 0.015 1.05

220.00 850.00 650.00 144.67 275.00 920.00


Sub - Total for A Name and Capacity B. Equipment a. One Bagger Mixer b. Water Truck (1000 gal.) Minor Tools (5% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.25 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Cement b. Sand c. Gravel Fill d. Weep Holes (PVC) e. Filter Cloth f. Boulders (15 - 25 kg.) Miscellaneous (1% of Materials)

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

505(6)

Grouted Riprap (Class B) cu.m. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 0.05 0.50

172.00 1,065.00 840.00

Unit

Quantity

Unit Cost


2.50 0.21 0.015 0.30 0.015 1.05

220.00 850.00 650.00 144.67 275.00 810.00


Sub - Total for A Name and Capacity B. Equipment a. One Bagger Mixer b. Water Truck (1000 gal.) c. Backhoe (Wheel Type 0.28 cu.m.) Minor Tools (5% of Labor)


G. H. I. J. K.




: : :

505(7)

Grouted Riprap (Class C) cu.m. 0.75

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 0.05 0.75

172.00 1,065.00 840.00

Unit

Quantity

Unit Cost


2.20 0.18 0.015 0.30 0.015 1.05

220.00 850.00 650.00 144.67 275.00 730.00




G. H. I. J. K.




: : :

505(8)

Grouted Riprap (Class D) cu.m. 0.50

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 0.05 1

172.00 1,065.00 840.00

Unit

Quantity

Unit Cost


1.80 0.15 0.015 0.30 0.015 1.05

220.00 850.00 650.00 144.67 275.00 650.00




G. H. I. J. K.




: : :

505(9)

Filter Layer of Granular Material cu.m. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

Unit

Quantity

Unit Cost

cu.m.

1.05

900.00



Sub - Total for B C. Total (A + B) D. Output per hour = 1.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Granular Materials

G. H. I. J. K.




: : :

506

Stone Masonry cu.m. 1.5625

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 8

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 0.05 0.10

172.00 1,065.00 840.00

Unit

Quantity

Unit Cost


5.50 0.30 0.02 0.30 0.015 1.05

220.00 850.00 650.00 144.67 275.00 920.00


Sub - Total for A Name and Capacity B. Equipment a. One Bagger Mixer b. Water Truck (1000 gal.) c. Backhoe (Wheel Type 0.28 cu.m.) Minor Tools (10% Labor)

Sub - Total for B C. Total (A + B) D. Output per hour =1.5625 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Cement b. Sand c. Gravel Fill d. Weep Holes (PVC) e. Filter Cloth f. Boulders Miscellaneous (1% of Materials)

G. H. I. J. K.




: : :

507

Rubble Concrete cu.m. 1.40

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 8

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 0.05 0.10

172.00 1,065.00 840.00


Unit

Quantity

Unit Cost

a. Cement b. Sand c. Gravel Fill d. Weep Holes (PVC) e. Filter Cloth f. Boulders g. Gravel Miscellaneous (2% of Materials) Note: 60% Boulder 50% Class "B" Concrete (w/ side forms only)

bag cu.m. cu.m. l.m. sq.m. cu.m. cu.m.

4.20 0.2625 0.02 0.30 0.015 0.63 0.525

220.00 850.00 650.00 144.67 275.00 810.00 650.00


Sub - Total for A Name and Capacity B. Equipment a. One Bagger Mixer b. Water Truck (1000 gal.) c. Backhoe (Wheel Type 0.28 cu.m.) Minor Tools (10% Labor)


F. Materials

G. H. I. J. K.




: : :

508

Hand Laid Rock Embankment cu.m. 3.125

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 8

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

Unit

Quantity

Unit Cost

cu.m.

1.05

920.00




Sub - Total for B C. Total (A + B) D. Output per hour = 3.125 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Boulders

G. H. I. J. K.




: : :

509(a)

Timber Sheet Pile l.m. 4.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 1

1,772.00 200.00

Unit

Quantity

Unit Cost

bd.ft. m. bd.ft. kg.

52.25 1.00 16.00 0.16

40.00 350.00 40.00 68.00


Sub - Total for A Name and Capacity B. Equipment a. Crawler Crane (45 T) b. Drop Hammer (15 T) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 4.00 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Timber Sheet Piles, ave. dia. 395mm b. Coco Log - 2 uses c. Lumber (Falsework) - 4 uses d. Nail/Spike (1 kg./100 bd.ft. of Lumber)

G. H. I. J. K.




: : :

509(b.1)

Steel Sheet Pile (Slope Protection) l.m. 10.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1

1 1 0.25 0.25

1,729.00 1,800.00 371.00 45.45

Unit

Quantity

Unit Cost

kg.

48.00

48.00


Sub - Total for A Name and Capacity B. Equipment a. Crawler Crane (36 - 40 T) b. Vibro Hammer (Hydraulic Operated) c. Welding Machine (Gas Operated) d. Cutting Outfit

Sub - Total for B C. Total (A + B) D. Output per hour = 10.00 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Steel Sheet Piles (48 kg./l.m.) Miscellaneous (3% of Materials)

G. H. I. J. K.




: : :

509(b.2)

Steel Sheet Pile (for Cofferdaming) l.m. 10.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1 1

1 1 0.25 0.25 1

1,729.00 1,800.00 391.00 45.45 266.25

Unit

Quantity

Unit Cost

kg. kg.

48.00 4.80

48.00 48.00


Sub - Total for A Name and Capacity B. Equipment a. Crawler Crane (36 - 40 T) b. Vibro Hammer (Hydraulic Operated) c. Welding Machine d. Cutting Outfit e. Water Pump, 100mm suction diameter

Sub - Total for B C. Total (A + B) D. Output per hour = 10.00 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Steel Sheet Piles (48 kg./l.m.) b. Structural Steel (Walling, Bracing, Diagonal etc.) c. (Miscellaneous 1% of Materials)

G. H. I. J. K.




: : :

509(c)

Concrete Sheet Pile, furnished and driven l.m. 1.20

Designation

No. of Person

No. of Hours

Hourly Rate

1 4 6

1 1 1

109.19 79.70 61.44

2 4

1 1

79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1 1 1 1 1 1 1

0.10 0.40 0.15 0.03 0.03 0.03 0.10 0.10 0.10 0.03

1,772.00 172.00 148.88 1,065.00 219.75 351.50 200.00 514.31 675.00 123.00

Unit

Quantity

Unit Cost

kg. bag cu.m. cu.m. pc. bd.ft. kg. kg.

28.11 1.44 0.08 0.15 0.15 5.90 0.562 0.059

40.00 220.00 850.00 650.00 700.00 40.00 47.00 68.00

cu.m bd.ft. cu.m

0.030 1.500 0.030

2,840.00 20.00 530.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer Formworks b. Skilled Laborer c. Laborer Sub - Total for A Name and Capacity B. Equipment a. Crawler Crane (45 T) b. One Bagger Mixer c. Concrete Vibrator d. Water Truck (1000 gal.) e. Bar Cutter f. Bar Bender g. Drop Hammer h. Jack Hammer i. Air Compressor (103 Hp) j. Plate Compactor (5 Hp) Minor Tools (5% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.20 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Reinforcing Steel Bar b. Cement c. Sand d. Gravel e. Marine Plywood, 1/2" x 4' x 8' f. Lumber, 2' x 2' g. # 16 GI Tie Wire (2% of RSB) h. Assorted CWN (1 kg./100 bd.ft. of Lumber) Casting Bed a. Ready Mix Concrete b. Coco Lumber - 4 uses c. Base Course

G. H. I. J. K.




: : :

510(1)

Bed Course Granular Material cu.m. in-place 1.25

Designation

No. of Person

No. of Hours

Hourly Rate

1 4

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1

1

123.00

Unit

Quantity

Unit Cost

cu.m.

1.15

580.00


Sub - Total for A Name and Capacity B. Equipment a. Plate Compactor Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.25 cu.m. in-place E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Aggregate Subbase Course (w/ 15% Shrinkage Factor)

G. H. I. J. K.




: : :

510(2)

Concrete Slope Protection cu.m. in-place 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 4 8

1 1 1

109.19 79.70 61.44

2 4

1 1

79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1 1 1

1 0.05 0.10 0.05 0.05 0.05

172.00 1,065.00 840.00 148.88 219.75 351.50

Unit

Quantity

Unit Cost

bag cu.m. l.m. sq.m. cu.m. cu.m. kg. pc. bd.ft. kg. kg.

8.40 0.50 0.21 0.015 1 0.016 * 26.03 0.48 18.76 0.521 0.188

220.00 850.00 144.67 275.00 650.00 650.00 40.00 700.00 40.00 47.00 68.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer Installation of Formworks & Rebars a. Skilled Laborer b. Laborer Sub - Total for A Name and Capacity B. Equipment a. One Bagger Mixer b. Water Truck (1000 gal.) c. Backhoe (Wheel Type 0.28 cu.m.) d. Concrete Vibrator e. Bar Cutter f. Bar Bender Minor Tools (10% Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00 cu.m. in-place E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Cement b. Sand c. Weep Holes (PVC) d. Filter Cloth e. Gravel f. Granular Filter f. Reinforcing Steel Bar g. Marine Plywood 1/2" x 4' x 8' - 4 uses h. Lumber - 4 uses i. #16 GI Tie Wire (2% of RSB) j. Assorted CWN (1 kg./100 bd.ft. of Lumber)

G. H. I. J. K. *

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost Note: RSB quantity is variable based on approved plan.



: : :

511(1)

Gabions cu.m. 2.50

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 8

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

Unit

Quantity

Unit Cost

pc.

0.50

2,900.00

cu.m.

1.05

920.00


Sub - Total for A Name and Capacity B. Equipment Note: Exclude Excavation Works Backhoe excluded, excavation should be separate as the quantity is variable.

Sub - Total for B C. Total (A + B) D. Output per hour = 2.50 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Gabion Wire Mesh (1 x 1 x 2) (w/ complete accessories) b. Boulders

G. H. I. J. K.




: : :

511(2)

Mattresses cu.m. 3.125

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 8

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

Unit

Quantity

Unit Cost

pc.

0.28

5,000.00

cu.m.

1.05

920.00


Sub - Total for A Name and Capacity B. Equipment Note: Exclude Excavation Works Backhoe excluded, excavation should be separate as the quantity is variable.

Sub - Total for B C. Total (A + B) D. Output per hour = 3.125 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Mattresses (6 x 2 x 0.3 ) (w/ complete accessories) b. Boulders

G. H. I. J. K.




: : :

511(3)

Filter Cloth sq.m. 100.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 8

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.25

1,102.00

Unit

Quantity

Unit Cost

sq.m.

1.05

275.00


Sub - Total for A Name and Capacity B. Equipment a. Cargo Truck (10 T)

Sub - Total for B C. Total (A + B) D. Output per hour = 100.00 sq.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Filter Cloth Miscellaneous (5% of Materials)

G. H. I. J. K.




Amount

109.19 159.40 245.76

514.35 Amount

1,102.00 51.44

1,153.44 1,667.79 444.74 Amount

0.00 444.74 40.03 35.58 62.44 582.79


Amount

109.19 159.40 245.76

514.35 Amount

1,102.00 51.44

1,153.44 1,667.79 606.47 Amount

0.00 606.47 54.58 48.52 85.15

794.71


Amount

109.19 159.40 245.76

514.35 Amount

1,102.00 51.44

1,153.44 1,667.79 833.89 Amount

0.00 833.89 75.05 66.71 117.08

1,092.73


Amount

109.19 159.40 245.76

514.35 Amount

1,102.00 51.44

1,153.44 1,667.79 1,111.86 Amount

0.00 1,111.86 100.07 88.95 156.10

1,456.98


Amount

54.60 39.85 61.44

155.89 Amount

275.50 50.00 15.59

341.09 496.97 496.97 Amount

0.00 496.97 44.73 39.76 69.78

651.23


Amount

109.19 159.40 491.52

760.11 Amount

38.01

38.01 798.12 532.08 Amount

966.00 9.66

975.66 1,507.74 135.70 120.62 211.69

1,975.74


Amount

109.19 159.40 245.76

514.35 Amount

420.00 25.72

445.72 960.07 768.05 Amount

850.50 8.51

859.01 1,627.06 146.44 130.16 228.44

2,132.10


Amount

109.19 159.40 245.76

514.35 Amount

630.00 25.72

655.72 1,170.07 1,170.07 Amount

777.00 7.77

784.77 1,954.84 175.94 156.39 274.46

2,561.62


Amount

109.19 159.40 245.76

514.35 Amount

840.00 25.72

865.72 1,380.07 1,840.09 Amount

682.50 6.83

689.33 2,529.42 227.65 202.35 355.13

3,314.55


Amount

109.19 159.40 491.52

760.11 Amount

172.00 53.25 38.01

263.26 1,023.37 818.69 Amount

660.00 212.50 9.75 43.40 4.13 966.00 18.96

1,914.73 2,733.43 246.01 218.67 383.77

3,581.88


Amount

109.19 159.40 245.76

514.35 Amount

172.00 53.25 420.00 25.72

670.97 1,185.32 1,185.32 Amount

550.00 178.50 9.75 43.40 4.13 850.50 16.36

1,652.64 2,837.96 255.42 227.04 398.45 3,718.86


Amount

109.19 159.40 245.76

514.35 Amount

172.00 53.25 630.00 25.72

880.97 1,395.32 1,860.42 Amount

484.00 153.00 9.75 43.40 4.13 766.50 14.61

1,475.38 3,335.81 300.22 266.86 468.35 4,371.24


Amount

109.19 159.40 245.76

514.35 Amount

172.00 53.25 840.00 25.72

1,090.97 1,605.32 3,210.64 Amount

396.00 127.50 9.75 43.40 4.13 682.50 12.63

1,275.91 4,486.54 403.79 358.92 629.91 5,879.17


Amount

109.19 79.70 122.88

311.77 Amount

31.18

31.18 342.95 342.95 Amount

945.00

945.00 1,287.95 115.92 103.04 180.83 1,687.73


Amount

109.19 159.40 491.52

760.11 Amount

172.00 53.25 84.00 76.01

385.26 1,145.37 733.04 Amount

1,210.00 255.00 13.00 43.40 4.13 966.00 24.92

2,516.44 3,249.48 292.45 259.96 456.23 4,258.12


Amount

109.19 159.40 491.52

760.11 Amount

172.00 53.25 84.00 76.01

385.26 1,145.37 818.12 Amount

924.00 223.13 13.00 43.40 4.13 510.30 341.25 36.72

2,095.92 2,914.04 262.26 233.12 409.13 3,818.56


Amount

109.19 159.40 491.52

760.11 Amount

76.01

76.01 836.12 267.56 Amount

966.00

966.00 1,233.56 111.02 98.68 173.19 1,616.46


Amount

109.19 79.70 122.88

311.77 Amount

1,772.00 200.00 31.18

2,003.18 2,314.95 578.74 Amount

2,090.00 175.00 160.00 10.88

2,435.88 3,014.62 271.32 241.17 423.25 3,950.35


Amount

109.19 159.40 245.76

514.35 Amount

1,729.00 1,800.00 92.75 11.36

3,633.11 4,147.46 414.75 Amount

2,304.00 69.12

2,373.12 2,787.87 250.91 223.03 391.42 3,653.22


Amount

109.19 159.40 245.76

514.35 Amount

1,729.00 1,800.00 97.75 11.36 266.25

3,904.36 4,418.71 441.87 Amount

2,304.00 230.40 25.34

2,559.74 3,001.62 270.15 240.13 421.43 3,933.32


Amount

109.19 318.80 368.64 159.40 245.76 1,201.79 Amount

177.20 68.80 22.33 31.95 6.59 10.55 20.00 51.43 67.50 3.69 60.09

520.13 1,721.92 1,434.93 Amount

1,124.40 316.80 68.00 97.50 105.00 236.00 26.41 4.01 85.20 7.50 15.90 2,086.73 3,521.66 316.95 281.73 494.44 4,614.78


Amount

109.19 245.76

354.95 Amount

123.00 35.50

158.50 513.45 410.76 Amount

667.00

667.00 1,077.76 97.00 86.22 151.32 1,412.29


Amount

109.19 318.80 491.52 159.40 245.76 1,324.67 Amount

172.00 53.25 84.00 7.44 10.99 17.58 132.47

477.72 1,802.39 1,802.39 Amount

1,848.00 425.00 30.38 4.13 650.00 10.40 1,041.20 84.00 187.60 24.49 12.78

4,317.98 6,120.37 550.83 489.63 859.30 8,020.13


Amount

109.19 159.40 491.52

760.11 Amount

0.00 760.11 304.04 Amount

1,450.00 966.00

2,416.00 2,720.04 244.80 217.60 381.89 3,564.35


Amount

109.19 159.40 491.52

760.11 Amount

0.00 760.11 243.24 Amount

1,400.00 966.00

2,366.00 2,609.24 234.83 208.74 366.34 3,419.14


Amount

109.19 159.40 491.52

760.11 Amount

275.50

275.50 1,035.61 10.36 Amount

288.75 14.44

303.19 313.54 28.22 25.08 44.02 410.87


: : :

600(1)

Concrete Curb (Cast in place) - 0.45m x 0.15/0.20m l.m. 17.50

Designation

No. of Person

No. of Hours

Hourly Rate

1 4 8

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.05

148.88 172.00 1,065.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m. pc. bd.ft. kg.

0.72 0.04 0.08 0.28 12.16 0.12

220.00 850.00 650.00 700.00 40.00 68.00


Sub - Total for A Name and Capacity B. Equipment a. Concrete Vibrator b. One Bagger Mixer c. Water Truck (1000 gal.) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 17.50 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Cement b. Sand c. Gravel d. Plywood Marine, 1/2" thk. x 4' x 8 - 4 uses e. Form Lumber - 4 uses f. Assorted CWN (1 kg./100 bd.ft. of Lumber)

G. H. I. J. K.




: : :

600(2)

Concrete Gutter (Cast in place) - 0.50m x 0.15m l.m. 17.50

Designation

No. of Person

No. of Hours

Hourly Rate

1 4 8

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.05

148.88 172.00 1,065.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m. bd.ft. kg.

0.72 0.04 0.08 6.56 0.07

220.00 850.00 650.00 40.00 68.00



Sub - Total for B C. Total (A + B) D. Output per hour = 17.50 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Cement b. Sand c. Gravel d. Good Lumber - 4 uses e. Assorted CWN (1 kg./100 bd.ft. of Lumber)

G. H. I. J. K.




: : :

600(3)

Concrete Curb and Gutter, Type A (Cast in place) - National Road l.m. 10.30

Designation

No. of Person

No. of Hours

Hourly Rate

1 4 8

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.05

148.88 172.00 1,065.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m. pc. bd.ft. kg.

1.29 0.07 0.14 0.24 11.47 0.11

220.00 850.00 650.00 700.00 40.00 68.00



Sub - Total for B C. Total (A + B) D. Output per hour = 10.30 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Cement b. Sand c. Gravel d. Plywood Marine, 1/2" thk. x 4' x 8 - 4 uses e. Form Lumber - 4 uses f. Assorted CWN (1 kg./100 bd.ft. of Lumber) Miscellaneous (2% of Materials)

G. H. I. J. K.




: : :

600(4)

Concrete Curb (Precast) pc. 4.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 1

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.50

961.20

Unit

Quantity

Unit Cost

l.m.

1.00

690.00


Sub - Total for A Name and Capacity B. Equipment a. Boom Truck Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 4.00 pc. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Fabricated Concrete Curb Miscellaneous (5% of materials)

G. H. I. J. K.




: : :

600(5)

Concrete Gutter (Precast) pc. 4.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 1

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.50

961.20

Unit

Quantity

Unit Cost

l.m.

1.00

680.00



Sub - Total for B C. Total (A + B) D. Output per hour = 4.00 pc. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Fabricated Concrete Gutter Miscellaneous (5% of materials)

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

600(6)

Concrete Curb and Gutter (Precast) pc. 3.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 1

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.50

961.20

Unit

Quantity

Unit Cost

l.m.

1.00

1,750.00



Sub - Total for B C. Total (A + B) D. Output per hour = 3.00 pc. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Fabricated Concrete Curb and Gutter Miscellaneous (5% of materials)

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

601(a)

Sidewalk (100mm thk.) sq.m. 161.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 4 12

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

a. Transit Mixer (5 cu.m.)

4

1

1,279.00

b. Concrete Vibrator c. Batching Plant (30 cu.m.) d. Payloader (1.50 cu.m.), LX80-2C e. Concrete Screeder (5.5 Hp) f. Water Truck (1000 gal.) g. Concrete Saw, Blade Ø 14" (7.5 Hp) Minor Tools (5% of Labor)

2 1 1 1 1 1

1 1 1 1 1 1

148.88 1,208.03 1,733.00 545.00 1,065.00 167.38

Unit

Quantity

Unit Cost

lit. lit. l.m. cu.m. cu.m. bag

0.29 0.12 0.46 0.055 0.10 0.95

28.00 44.00 250.00 850.00 650.00 220.00



Sub - Total for B C. Total (A + B) D. Output per hour = 161.00 sq.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Curing Compound b. Asphalt Sealant c. Forms d. Sand e. Gravel f. Cement Note : Bed Course excluded

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

601(b)

Sidewalk (100mm thk.) sq.m. 20.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 4 12

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

a. One Bagger Mixer

1

1

172.00

b. Concrete Vibrator c. Water Truck (1000 gal.) d. Concrete Saw, Blade Ø 14" (7.5 Hp) Minor Tools (5% of Labor)

2 1 1

1 0.125 1

148.88 1,065.00 167.38

Unit

Quantity

Unit Cost

lit. lit. l.m. cu.m. cu.m. bag

0.29 0.12 0.46 0.055 0.10 0.95

28.00 44.00 250.00 850.00 650.00 220.00



Sub - Total for B C. Total (A + B) D. Output per hour = 20.00 sq.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Curing Compound b. Asphalt Sealant c. Forms d. Sand e. Gravel f. Cement Note : Bed Course excluded

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

602(1)a

Right-of-Way Monument ea. 2.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.20

148.88

1

0.05

1,102.00

Unit

Quantity

Unit Cost

cu.m. kg. pc. bd.ft. lit. kg. kg.

0.03 7.15 0.22 13.53 0.10 0.14 0.14

3,538.78 40.00 700.00 40.00 475.00 47.00 68.00


Sub - Total for A Name and Capacity B. Equipment a. Concrete Vibrator b. Cargo Truck (10 T) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 2.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Concrete Class "A" b. Reinforcing Steel Bar, Grade 40 c. Plywood, 1/2" x 4' x 8' - 4 uses d. Form Lumber, Good - 4 uses e. Reflectorized Paint, Marker f. # 16 Tie Wire (2% of RSB) g. Assorted CWN (1 kg./100 bd.ft. of Lumber)

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

602(1)b

Right-of-Way Monument (Precast) ea. 4.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.05

1,102.00


Unit

Quantity

Unit Cost

a. Fabricated Right-of-Way Monument (delivered at site)

ea.

1

3,320.00



Sub - Total for B C. Total (A + B) D. Output per hour = 4.00 ea. E. Direct Unit Cost (C ÷ D)

F. Materials

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

602(2)a

Maintenance Marker Post ea. 2.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.20

148.88

1

0.05

1,102.00

Unit

Quantity

Unit Cost

cu.m. kg. pc. bd.ft. lit. kg. kg.

0.03 7.00 0.22 13.53 0.10 0.14 0.14

3,400.00 40.00 700.00 40.00 475.00 47.00 68.00


Sub - Total for A Name and Capacity B. Equipment a. Concrete Vibrator b. Cargo Truck (10 T) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 2.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Concrete Class "A" b. Reinforcing Steel Bar, Grade 40 c. Plywood, 1/2" x 4' x 8' - 4 uses d. Form Lumber, Good - 4 uses e. Reflectorized Paint, Marker f. # 16 Tie Wire (2% of RSB) g. Assorted CWN (1 kg./100 bd.ft. of Lumber)

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

602(2)b

Maintenance Marker Post (Precast) ea. 4.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.05

1,102.00

Unit

Quantity

Unit Cost

ea.

1

1,650.00



Sub - Total for B C. Total (A + B) D. Output per hour = 4.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Fabricated Maintenance Marker Post (delivered at site)

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

602(3)a

Kilometer Post ea. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1.50 1.50 1.50

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate


1

0.50

1,102.00

b. Concrete Vibrator Minor Tools (10% of Labor)

1

0.10

148.88

Unit

Quantity

Unit Cost

cu.m. kg. pc. bd.ft. bag cu.m. lit. kg. kg.

0.184 7.59 0.604 7.15 0.775 0.044 0.20 0.14 0.07

3,400.00 40.00 700.00 20.00 220.00 900.00 475.00 47.00 68.00



Sub - Total for B C. Total (A + B) D. Output = 1.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Concrete Class "A" b. Reinforcing Steel Bar c. Plywood 1/2" x 4' x 8' - 2 uses d. Lumber - 2 uses e. Portland Cement f. Pebble g. Reflectorized Paint, Marker h. # 16 Tie Wire (2% of RSB) i. Assorted CWN (1 kg./100 bd.ft. of Lumber)

G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

602(3)b

Kilometer Post (Precast) ea. 2.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1.50 1.50 1.50

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1

0.50 0.05

1,102.00 148.88

Unit

Quantity

Unit Cost

ea. cu.m. lit.

1 0.095 0.20

4,150.00 3,400.00 475.00


Sub - Total for A Name and Capacity B. Equipment a. Cargo Truck (10 T) b. Concrete Vibrator Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output = 2.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Fabricated Kilometer Post b. Concrete Class "A" c. Reflectorized Paint, Marker

G. H. I. J. K.




: : :

602(4)

Guide Post ea. 50.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

Unit

Quantity

Unit Cost

ea. ea.

1 1

1,240.00 85.00



Sub - Total for B C. Total (A + B) D. Output per hour = 50.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Guide Post (Portable) b. Post Reflector Miscellaneous (5% of Materials)

G. H. I. J. K.




: : :

603(1)

Cable Wire Guardrail l.m. 1.15

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 8

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1

1 1 0.10 0.25

172.00 148.88 1,065.00 712.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m. set kg. set ea. unit sq.m. set

4.18 0.22 0.43 0.27 4.92 0.22 0.33 0.11 0.11 0.65

220.00 850.00 650.00 *1,800.00 186.44 *750.00 *350.00 *1,200.00 *295.00 *1,000.00


Sub - Total for A Name and Capacity B. Equipment a. One Bagger Mixer b. Concrete Vibrator c. Water Truck (1000 gal.) d. Cargo Truck (5 T) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.15 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Cement b. Sand c. Gravel d. Guardrail Post e. Galvanized Wire Rope (1.21 kg./m) f. Check Rope g. Hook Bolt h. Anchor Bracket i. Wire Mesh j. Tension Fittings Miscellaneous (5% of Materials)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost * Tentative Canvass Price



: : :

603(3)a

Metal Guardrails (Metal Beam) including Concrete Post l.m. 4.20

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1

0.50 0.50 0.05 0.25

172.00 148.88 1,065.00 1,102.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m. l.m. pc. bd.ft. kg. kg. kg. pc. pc.

0.33 0.018 0.036 1 0.25 8 4 0.08 0.08 0.50 2

220.00 850.00 650.00 1,950.00 700.00 40.00 40.00 47.00 68.00 28.00 21.00


Sub - Total for A Name and Capacity B. Equipment a. One Bagger Mixer b. Concrete Vibrator c. Water Truck (1000 gal.) d. Cargo Truck (10 T) Minor Tools (5 % of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 4.20 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Cement b. Sand c. Gravel d. Metal Beam Guardrail e. Plywood Marine, 1/2" thk. x 4' x 8' - 4 uses f. Lumber - 4 uses g. Reinforcing Steel Bars, Grade 40 h. Tie Wire (2% of RSB) i. Assorted CWN (1 kg./100 bd.ft. of Lumber) j. Bolt, Nut & Washer 5/8" dia. x 9" k. Bolt, Nut & Washer 5/8" dia. x 1"

G. H. I. J. K.




: : :

603(3)b

Metal Beam End Piece ea. 6.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

1

1,102.00

Unit

Quantity

Unit Cost

ea.

1.00

1,350.00



Sub - Total for B C. Total (A + B) D. Output per hour = 6.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Metal Guardrail End Piece

G. H. I. J. K.




: : :

603(4)

Guardrail (Timber) l.m. 5.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.50

1,102.00

Unit

Quantity

Unit Cost

bd.ft. bd.ft. pc.

14.67 6.67 1.60

90.00 55.00 350.00



Sub - Total for B C. Total (A + B) D. Output per hour = 5.00 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Lumber, 8" x 8" x 5.5' Treated Post (Tanguile) b. Lumber, 3" x 8" Plank (Tanguile) - Untreated c. Carriage Bolt, 1/2"Ø x 12" Miscellaneous (5% of Materials)


G. H. I. J. K.




: : :

604(1)

Fencing (Barbed Wire) l.m. 18.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.10

391.00

Unit

Quantity

Unit Cost

l.m. kg. pc.

1 0.52 0.67

15.00 48.00 81.15


Sub - Total for A Name and Capacity B. Equipment a. Welding Machine Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 18.00 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 3-Strand Galvanized Barbed Wire, Ga 12.5 b. 50mmx50mmx6m Angle Bar c. Ga. 9 Twisted Wire Fastener Miscellaneous (2% of Materials, Welding Rod & etc.)

G. H. I. J. K.




: : :

604(2)

Fencing (Chain Link Fence Fabric) l.m. 5.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 8

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1

1 0.50 0.10 0.50

172.00 148.88 1,065.00 391.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m. l.m. pc. pc. pc. kg. kg. l.m.

1.623 0.085 0.171 1 0.03 0.12 0.50 0.14 0.30 2

220.00 850.00 650.00 661.67 1,500.00 1,140.00 1,140.00 48.00 40.00 134.44


Sub - Total for A Name and Capacity B. Equipment a. One Bagger Mixer b. Concrete Vibrator c. Water Truck (1000 gal.) d. Welding Machine Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 5.00 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Cement b. Sand c. Gravel, G1 d. Chainlink Fence, 4' e. G.I. Pipe 2" dia. (corner or pull posts) f. G.I. Pipe 1 1/4" dia. (line post) g. G.I. Pipe 1 1/4" dia. (brace) h. Flat Bar, 3/16" x 3/4" (stretch bar) i. Plain Bar, 3/8" dia. (truss rod) j. Tension Wire, 0.177" dia. Miscellaneous (5% of Materials)

G. H. I. J. K.




: : :

604(3)

Fencing (Post) ea. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 2

1.50 1.50 1.50

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1

0.75 0.50 0.50 0.05

172.00 219.75 351.50 1,065.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m. kg. kg. pc. bd.ft. kg.

2.105 0.095 0.185 20.615 0.412 0.760 22.695 0.227

220.00 850.00 650.00 40.00 47.00 350.00 20.00 68.00


Sub - Total for A Name and Capacity B. Equipment a. One Bagger Mixer b. Bar Cutter c. Bar Bender d. Water Truck (1000 gal.) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output = 1.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Cement b. Sand c. Gravel d. Reinforcing Steel Bar e. # 16 Tie Wire (2% of RSB) f. Plywood 1/4' x 4' x 8' - 2 uses g. Lumber - 2 uses h. Assorted CWN (1 kg./100 bd.ft. of Lumber)

G. H. I. J. K.




: : :

604(4)

Fencing (Gates) - (Height 3m. & Length 4.24m.) ea. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

3 3 3

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

2

391.00

Unit

Quantity

Unit Cost

pc. l.m. gal. kg. kg. kg.

5 4.24 1.06 1.607 9.743 0.006

1,550.00 3,300.00 565.00 40.00 48.00 90.00


Sub - Total for A Name and Capacity B. Equipment a. Welding Machine Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output = 1.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 50 mm. Ø G.I. Pipe, Schedule 40 b. Cyclone Wire Galvanized 10' Gauge 10 c. Aluminum Paint d. 6mm dia. Plain Bar e. Gate Lock/Hinge (12mm thk. Plate) b. Welding Rod (1 kg./2000 kg. of Steel)

G. H. I. J. K.




: : :

605(1)a

Danger/Warning Signs (60cm Triangle) ea. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.25

712.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m. bd.ft. m. kg. pc. pc. kg.

0.48 0.025 0.050 8 3.10 2 12 1 0.08

220.00 850.00 650.00 40.00 530.00 48.00 10.00 2,800.00 68.00


Sub - Total for A Name and Capacity B. Equipment a. Cargo Truck (5 T) Minor Tools (10 % of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Portland Cement b. Sand c. Gravel d. Form Lumber, Good - 4 uses e. 3"Ø G.I. Pipe f. Plate g. Bolts, 5mm Ø h. Sign Face, 3mm thk. Aluminum Sheet i. Assorted CWN (1 kg./100 bd.ft. of Lumber)

G. H. I. J. K.




: : :

605(1)b

Danger/Warning Signs (90cm Triangle) ea. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.25

712.00

Unit

Quantity

Unit Cost


0.48 0.025 0.050 8 3.10 2 12 1 0.08

220.00 850.00 650.00 40.00 530.00 48.00 10.00 4,200.00 68.00




G. H. I. J. K.




: : :

605(2)a

Regulatory Signs (60cm Triangle) ea. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.25

712.00

Unit

Quantity

Unit Cost


0.48 0.025 0.050 8 3.10 2 12 1 0.08

220.00 850.00 650.00 40.00 530.00 48.00 10.00 2,800.00 68.00




G. H. I. J. K.




: : :

605(2)b

Regulatory Signs (90cm Triangle) ea. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.25

712.00

Unit

Quantity

Unit Cost


0.48 0.025 0.050 8 3.10 2 12 1 0.08

220.00 850.00 650.00 40.00 530.00 48.00 10.00 4,200.00 68.00




G. H. I. J. K.



SIS (DUPA)


: : :

605(2)c

Regulatory Signs (60cm Octagon) ea. 1.00

Designation

No. of Person

No. of Hours

1 1 2

1 1 1

No of Units

No. of Hours

1

0.25

Unit

Quantity


0.48 0.025 0.050 8 3.10 2 12 1 0.08

A. Labor 109.19 318.80 491.52


919.51

Sub - Total for A

Amount


148.88 172.00 53.25 91.95

466.08 1,385.59 79.18

a. Cargo Truck (5 T) Minor Tools (10 % of Labor)


Amount


158.40 34.00 52.00 49.00 121.60 8.16

423.16 502.34 45.21 40.19 70.53 658.26

a. Portland Cement b. Sand c. Gravel d. Form Lumber, Good - 4 uses e. 3"Ø G.I. Pipe f. Plate g. Bolts, 5mm Ø h. Sign Face, 3mm thk. Aluminum Sheet i. Assorted CWN (1 kg./100 bd.ft. of Lumber)

G. H. I. J. K.


9% 8% 12%

SIS (DUPA)


: : :

605(2)d

Regulatory Signs (90cm Octagon) ea. 1.00

Designation

No. of Person

No. of Hours

1 1 2

1 1 1

No of Units

No. of Hours

1

0.25

Unit

Quantity


0.48 0.025 0.050 8 3.10 2 12 1 0.08

A. Labor 109.19 318.80 491.52


919.51

Sub - Total for A

Amount


148.88 172.00 53.25 91.95

466.08 1,385.59 79.18



Amount


158.40 34.00 52.00 65.60 4.76

314.76 393.94 35.45 31.51 55.31 516.21


G. H. I. J. K.


9% 8% 12%

SIS (DUPA)


: : :

605(3)a

Informative Signs (12"x24") ea. 1.00

Designation

No. of Person

No. of Hours

1 1 2

1 1 1

No of Units

No. of Hours

1

0.25

Unit

Quantity


1.320 0.073 0.145 8 3.10 2 12 1 0.08

A. Labor 109.19 318.80 491.52


919.51

Sub - Total for A

Amount


148.88 172.00 53.25 91.95

466.08 1,385.59 134.52



Amount


283.80 59.50 91.00 42.00 114.70 7.48 11.97

610.45 744.97 67.05 59.60 104.59 976.21


G. H. I. J. K.


9% 8% 12%

SIS (DUPA)


: : :

605(3)b


Designation

No. of Person

No. of Hours

1 1 2

1 1 1

No of Units

No. of Hours

1

0.25

Unit

Quantity


1.320 0.073 0.145 8 3.10 2 12 1 0.08

A. Labor 109.19 79.70 61.44


250.33

Sub - Total for A

Amount


480.60 25.03

505.63 755.96 188.99



Amount


690.00 34.50

724.50 913.49 82.21 73.08 128.25 1,197.04


G. H. I. J. K.


9% 8% 12%

SIS (DUPA)


: : :

605(3)c


Designation

No. of Person

No. of Hours

1 1 2

1 1 1

No of Units

No. of Hours

1

0.25

Unit

Quantity


1.320 0.073 0.145 8 3.10 2 12 1 0.08

A. Labor 109.19 79.70 61.44


250.33

Sub - Total for A

Amount


480.60


25.03


505.63 755.96 188.99


Amount


680.00 34.00

714.00 902.99 81.27 72.24 126.78


G. H. I. J.


9% 8% 12%

1,183.28

K. Total Unit Cost

SIS (DUPA)


: : :

605(3)d


Designation

No. of Person

No. of Hours

1 1 2

1 1 1

No of Units

No. of Hours

1

0.25

Unit

Quantity


1.320 0.073 0.145 8 3.10 2 12 1 0.08

A. Labor 109.19 79.70 61.44


250.33

Sub - Total for A

Amount


480.60


25.03


505.63 755.96 251.99


Amount


1,750.00 87.50

1,837.50 2,089.49 188.05 167.16 293.36


G. H. I. J.


9% 8% 12%

2,738.06

K. Total Unit Cost

SIS (DUPA)


: : :

606(1)

Pavement Marking (Premix Reflectorized) sq.m. 10.00

Designation

No. of Person

No. of Hours

1 1 2

1 1 1

No of Units

No. of Hours

1

0.05

Unit

Quantity

lit.

1.00

A. Labor 109.19 318.80 737.28


1,165.27

Sub - Total for A

Amount


5,116.00


297.76 1,208.03 1,733.00 545.00 1,065.00 167.38 58.26


10,190.43 11,355.70 70.53


Amount


8.12 5.28 115.00 46.75 65.00 209.00

449.15 519.68 46.77 41.57 72.96

a. Pavement Markings (White) Miscellaneous (5% of above)

G. H. I. J.


9% 8% 12%

680.99

K. Total Unit Cost

SIS (DUPA)


: : :

606(2)a

Pavement Markings (Reflectorized Thermoplastic) sq.m. 10.00

Designation

No. of Person

No. of Hours

1 1 2

1 1 1

No of Units

No. of Hours

1

0.05

Unit

Quantity

lit.

1.00

A. Labor 109.19 318.80 737.28


1,165.27

Sub - Total for A

Amount


172.00


297.76 133.13 167.38 58.26

828.53 1,993.80 99.69



Amount


8.12 5.28 115.00 46.75 65.00 209.00

449.15 548.84 49.40 43.91 77.06

a. Reflectorized Traffic Paint (White) Miscellaneous (5% of above)

G. H. I. J.


9% 8% 12%

719.20

K. Total Unit Cost

SIS (DUPA)


: : :

606(2)b

Pavement Markings (Reflectorized Thermoplastic) sq.m. 10.00

Designation

No. of Person

No. of Hours

1 1 2

1 1 1

No of Units

No. of Hours

1

0.05

Unit

Quantity

lit.

1.00

A. Labor 109.19 79.70 122.88


311.77

Sub - Total for A

Amount


29.78


55.10 31.18

116.05 427.82 213.91



Amount


106.16 286.00 38.50 135.30 47.50 6.58 9.52

629.56 843.47 75.91 67.48 118.42

a. Reflectorized Traffic Paint (Yellow) Miscellaneous (5% of above)

G. H. I. J.


9% 8% 12%

1,105.29

K. Total Unit Cost

SIS (DUPA)


: : :

607

Reflective Pavement Studs (4" RPM) ea. 10.00

Designation

No. of Person

No. of Hours

1 3

1 1

No of Units

No. of Hours

A. Labor 109.19 79.70 122.88

a. Construction Foreman b. Laborer

311.77

Sub - Total for A

Amount


55.10

a. Drill, CP-8 with attachment

1

1

31.18

b. Cargo Truck (5 T) c. Compressor (20 Hp) Minor Tools (5% of Labor)

1 1

0.25 1

Unit

Quantity

pc.

1

lit.

0.012

86.28 398.05 99.51


Amount


3,320.00

3,320.00 3,419.51 307.76 273.56 480.10

a. Reflective Stud Catcheye Raised Surface 100mm x 100mm (type depends on the req.) b. Concrete Epoxy A & B

G. H. I. J.


9% 8% 12%

4,480.93

K. Total Unit Cost

SIS (DUPA)


: : :

Amount

608(1)

Furnishing and Placing Topsoil cu.m. 1.25

Designation

No. of Person

No. of Hours

1 2 2

1 1 1

No of Units

No. of Hours

1

1

Unit

Quantity

cu.m.

1.05

A. Labor 109.19 79.70 122.88


311.77

Sub - Total for A

Amount


29.78

a. Plate Compactor

55.10 31.18


116.05 427.82 213.91


Amount


102.00 280.00 38.50 135.30 47.50 6.58 9.52

619.40 833.31 75.00 66.66 117.00

a. Topsoil

G. H. I. J.


9% 8% 12%

1,091.97

K. Total Unit Cost

SIS (DUPA)


: : :

Amount

608(2)

Placing Topsoil cu.m. 1.25

Designation

No. of Person

No. of Hours

1 2 2

1 1 1

No of Units

No. of Hours

1

1

Unit

Quantity

A. Labor 109.19 79.70 122.88


311.77

Sub - Total for A

Amount


55.10

a. Plate Compactor

31.18


86.28 398.05 99.51


Amount


1,650.00

1,650.00 1,749.51 157.46 139.96 245.63

G. H. I. J.


9% 8% 12%

2,292.56

K. Total Unit Cost

SIS (DUPA)


: : :

609

Sprigging sq.m. 35.00

Designation

No. of Person

No. of Hours

1 2 2

1 1 1

No of Units

No. of Hours

1

0.25

Unit

Quantity

sq.m. kg.

1.05 0.10

A. Labor 163.79 119.55 184.32


467.66

Sub - Total for A

Amount


551.00

a. Water Truck (1000 gal.)

14.89 46.77


612.65 1,080.31 1,080.31


Amount


625.60 303.60 211.40 71.50 170.50 39.60 95.00 6.58 4.76

1,528.54 2,608.85 234.80 208.71 366.28

a. Sprigs b. Fertilizer

G. H. I. J.


9% 8% 12%

3,418.64

K. Total Unit Cost

SIS (DUPA)


: : :

610

Sodding sq.m. 25.00

Designation

No. of Person

No. of Hours

1 8

1 1

No of Units

No. of Hours

1

0.50

Unit

Quantity

sq.m.

1.05

A. Labor 163.79 119.55 184.32


467.66

Sub - Total for A

Amount


551.00 7.44 46.77

605.21 1,072.86 536.43

a. Water Truck (1000 gal.) Minor Tools (10% of Labor)


Amount


4,150.00 323.00 95.00

4,568.00 5,104.43 459.40 408.35 716.66 6,688.85

a. Sods

G. H. I. J. K.


9% 8% 12%

SIS (DUPA)


: : :

611(1)

Trees (Furnishing and Transplanting), 150mm dia. or less ea. 1.00

Designation

No. of Person

No. of Hours

1 1 2

1 1 1

No of Units

No. of Hours

1 1 1

1 1 0.50

Unit

Quantity

pc. kg. pc. sq.m. kg.

1 3 3 3 0.25

A. Labor 109.19 122.88


232.07

Sub - Total for A

Amount


23.21

a. Cargo Truck (10 T) b. Backhoe (0.80 cu.m.) c. Water Truck (1000 gal.) Minor Tools (10% of Labor) Note: Includes watering for three (3) months

23.21 255.28 5.11


Amount


1,240.00 85.00 66.25

1,391.25 1,396.36 125.67 111.71 196.05 1,829.78

a. Trees (Delivered at Site) b. Fertilizers c. Bamboo Pole d. Polyethylene Sheets e. Tie Wire

G. H. I. J. K.


9% 8% 12%

SIS (DUPA)


: : :

611(2)

Trees (Transplanting), 150mm dia. or less ea. 1.00

Designation

No. of Person

No. of Hours

1 1 2

1 1 1

No of Units

No. of Hours

1 1 1

1 1 0.50

Unit

Quantity

kg. pc. sq.m. kg.

3 3 3 0.25

A. Labor 109.19 159.40 491.52


760.11

Sub - Total for A

Amount


172.00 148.88 106.50 178.00 76.01

681.39 1,441.50 1,253.48

a. Cargo Truck (10 T) b. Backhoe (0.80 cu.m.) c. Water Truck (1000 gal.) Minor Tools (10% of Labor)


Amount


919.60 187.00 279.50 486.00 917.28 165.00 115.50 132.00 32.45 650.00 194.22 4,078.55 5,332.03 479.88 426.56 748.62 6,987.09

a. Fertilizers b. Bamboo Pole c. Polyethylene Sheets d. Tie Wire

G. H. I. J. K.


9% 8% 12%

SIS (DUPA)


: : :

612(1)

Reflectorized Thermoplastic Pavement Markings (White) sq.m. 25.00

Designation

No. of Person

No. of Hours

1 2 6

1 1 1

No of Units

No. of Hours

1 1 1

1 1 1

Unit

Quantity

bag bag liter cyl. cyl. kg.

0.325 0.033 0.120 0.004 0.002 0.125

A. Labor 109.19 159.40 245.76


514.35

Sub - Total for A

Amount


86.00 74.44 53.25 275.50 25.72

514.91 1,029.26 245.06

a. Cargo Truck/Delivery Truck (5 T) b. Applicator Machine c. Kneading Machine Minor Tools (10 % of Labor)


Amount


72.60 15.30 23.40 1,950.00 43.75 80.00 160.00 3.76 5.44 14.00 42.00

2,410.25 2,655.31 238.98 212.42 372.81 3,479.52

a. Thermoplastic Paint (White) b. Glass Beads c. Primer d. LPG (50 kg.) e. LPG (12 kg.) f. Calsumine Miscellaneous (5% of Materials)

G. H. I. J. K.


9% 8% 12%

SIS (DUPA)


: : :

612(2)

Reflectorized Thermoplastic Pavement Markings (Yellow) sq.m. 25.00

Designation

No. of Person

No. of Hours

1 2 6

1 1 1

No of Units

No. of Hours

1 1 1

1 1 1

Unit

Quantity

bag bag liter cyl. cyl. kg.

0.325 0.033 0.120 0.004 0.002 0.125

A. Labor 109.19 79.70 122.88


311.77

Sub - Total for A

Amount


1,102.00 15.59

1,117.59 1,429.36 238.23

a. Cargo Truck/Delivery Truck (5 T) b. Applicator Machine c. Kneading Machine Minor Tools (10 % of Labor)


Amount


1,350.00

1,350.00 1,588.23 142.94 127.06 222.99 2,081.21

a. Thermoplastic Paint (Yellow)) b. Glass Beads c. Primer d. LPG (50 kg.) e. LPG (12 kg.) f. Calsumine Miscellaneous (5% of Materials)

G. H. I. J. K.


9% 8% 12%

SIS (DUPA)


: : :

613

Concrete Joint Sealant (Hot Poured Elastic and Cold-Applied Types) kg. 20.00 .

Designation

No. of Person

No. of Hours

1 6

1 1

No of Units

No. of Hours

1

1

Unit

Quantity

kg.

1.05

A. Labor 109.19 159.40 245.76


514.35

Sub - Total for A

Amount


551.00 51.44

602.44 1,116.79 223.36

a. Asphalt Kettle/Drum Minor Tools (5% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 20.00 kg. E. Direct Unit Cost (C ÷ D)

Amount


1,320.30 366.85 560.00 112.36

2,359.51 2,582.86 232.46 206.63 362.63 3,384.59

a. Blown Asphalt Miscellaneous (5% of Materials)

G. H. I. J. K.


9% 8% 12%

SIS (DUPA)


: : :

620(a)

Chevron Signs (450mmx600mm) ea. 1.00

Designation

No. of Person

No. of Hours

1 1 2

1 1 1

No of Units

No. of Hours

1

0.25

Unit

Quantity

bag cu.m. cu.m. bd.ft. m. kg. pc. pc. pc. kg.

0.48 0.025 0.050 8 3.25 5 3 12 2 0.08

A. Labor 109.19 79.70 122.88


311.77

Sub - Total for A

Amount


39.10 31.18

70.28 382.05 21.22



Amount


15.00 24.96 54.37 1.89

96.22 117.44 10.57 9.40 16.49 153.90

a. Portland Cement b. Sand c. Gravel d. Form Lumber, Good - 4 uses e. 75mm Ø G.I. Pipe f. G.I. Flat Bar, 1 1/2"x1/8" g. G.I. Bolts w/ Nuts & Washer, 5mm Ø h. G.I. Bolts w/ Nuts & Washer, 2mm Ø i. Sign Face, 3mm thk. Aluminum Sheet j. Assorted CWN (1 kg./100 bd.ft. of Lumber) Miscellaneous (0.3% of Materials)

G. H. I. J. K.


9% 8% 12%

SIS (DUPA)


: : :

620(b)

Chevron Signs (600mmx800mm) ea. 1.00

Designation

No. of Person

No. of Hours

1 1 2

1 1 1

No of Units

No. of Hours

1

0.25

Unit

Quantity

bag cu.m. cu.m. bd.ft. m. kg. pc. pc. pc. kg.

0.48 0.025 0.050 8 3.45 5 3 12 2 0.08

A. Labor 109.19 159.40 491.52


760.11

Sub - Total for A

Amount


172.00 74.44 106.50 195.50 76.01

624.45 1,384.56 276.91



Amount


357.06 72.25 111.15 661.67 45.00 136.80 570.00 6.72 12.00 268.89 112.08

2,353.61 2,630.53 236.75 210.44 369.33 3,447.04

a. Portland Cement b. Sand c. Gravel d. Form Lumber, Good - 4 uses e. 75mm Ø G.I. Pipe f. G.I. Flat Bar, 1 1/2"x1/8" g. G.I. Bolts w/ Nuts & Washer, 5mm Ø h. G.I. Bolts w/ Nuts & Washer, 2mm Ø i. Sign Face, 3mm thk. Aluminum Sheet j. Assorted CWN (1 kg./100 bd.ft. of Lumber) Miscellaneous (0.2% of Materials)

G. H. I. J. K.


9% 8% 12%

SIS (DUPA)


: : :

622(1)a

Bio-Engineering Solutions (Coco-net) sq.m. 50.00

Designation

No. of Person

No. of Hours

1 8

1 1

No of Units

No. of Hours

1

0.25

Unit

Quantity

sq.m.

1.05

A. Labor 163.79 239.10 184.32


587.21

Sub - Total for A

Amount


129.00 109.88 175.75 53.25 58.72

526.60 1,113.80 1,113.80



Amount


463.10 80.75 120.25 824.60 19.36 133.00 226.95 15.44

1,883.45 2,997.25 269.75 239.78 420.81 3,927.60

a. Erosion Control Net CGN 400 w/ 5 % wastage (Price includes bamboo pegs)

G. H. I. J. K.


9% 8% 12%

SIS (DUPA)


: : :

622(1)b

Bio-Engineering Solutions (Coco-net) sq.m. 50.00

Designation

No. of Person

No. of Hours

1 8

1 1

No of Units

No. of Hours

1

0.25

Unit

Quantity

sq.m.

1.05

A. Labor 327.57 239.10 368.64


935.31

Sub - Total for A

Amount


782.00 93.53

875.53 1,810.84 1,810.84



Amount


7,750.00 13,992.00 598.90 64.28 467.66 0.54

22,873.38 24,684.23 2,221.58 1,974.74 3,465.67 32,346.21

a. Erosion Control Net CGN 700 w/ 5 % wastage (Price includes bamboo pegs)

G. H. I. J. K.


9% 8% 12%

SIS (DUPA)


: : :

622(2)a

Bio-Engineering Solutions (Coco-logs/Fascine) l.m. 15.00

Designation

No. of Person

No. of Hours

1 8

1 1

No of Units

No. of Hours

Unit

Quantity

l.m.

1.05

A. Labor 109.19 79.70 122.88


311.77

Sub - Total for A

Amount


178.00 31.18

209.18 520.95 520.95


Sub - Total for B C. Total (A + B) D. Output per hour = 15.00 l.m. E. Direct Unit Cost (C ÷ D)

Amount


105.60 21.25 32.50 80.00 1,643.00 96.00 120.00 2,800.00 5.44

4,903.79 5,424.74 488.23 433.98 761.63 7,108.58

a. Coco Fiber Roll (CGR 200) (Price includes nylon ropes and live stakes)

`

G. H. I. J. K.


9% 8% 12%

SIS (DUPA)


: : :

622(2)b

Bio-Engineering Solutions (Coco-logs/Fascine) l.m. 15.00

Designation

No. of Person

No. of Hours

1 8

1 1

No of Units

No. of Hours

Unit

Quantity

l.m.

1.05

A. Labor 109.19 79.70 122.88


311.77

Sub - Total for A

Amount


178.00 31.18

209.18 520.95 520.95


Sub - Total for B C. Total (A + B) D. Output per hour = 15.00 l.m. E. Direct Unit Cost (C ÷ D)

Amount


105.60 21.25 32.50 80.00 1,643.00 96.00 120.00 4,200.00 5.44

6,303.79 6,824.74 614.23 545.98 958.19 8,943.14

a. Coco Fiber Roll (CGR 300) (Price includes nylon ropes and live stakes)

G. H. I. J. K.


9% 8% 12%

SIS (DUPA)


: : :

622(3)a

Bio-Engineering Solutions (Vegetation) sq.m. 62.50

Designation

No. of Person

No. of Hours

1 2

1 1

No of Units

No. of Hours

1 1

1 1

Unit

Quantity

sq.m.

1.05

A. Labor 109.19 79.70 122.88


311.77

Sub - Total for A

Amount


178.00 31.18

209.18 520.95 520.95

a. Hydroseeding Machine b. Water Truck (1000 gal.) (including maintenance time)


Amount


105.60 21.25 32.50 80.00 1,643.00 96.00 120.00 2,800.00 5.44

4,903.79 5,424.74 488.23 433.98 761.63 7,108.58

a. Grass Cover (Price includes grass seeds, mulch, cocopeat & binding agent for hydroseeding)

G. H. I. J. K.


9% 8% 12%

SIS (DUPA)


: : :

622(3)b

Bio-Engineering Solutions (Vegetation) sq.m. 35.00

Designation

No. of Person

No. of Hours

1 8

1 1

No of Units

No. of Hours

1

0.50

Unit

Quantity

sq.m.

1.05

A. Labor 109.19 79.70 122.88


311.77

Sub - Total for A

Amount


178.00 31.18

209.18 520.95 520.95



Amount


105.60 21.25 32.50 80.00 1,643.00 96.00 120.00 4,200.00 5.44

6,303.79 6,824.74 614.23 545.98 958.19 8,943.14

a. Vetiver Grass System (Price includes cocopeat fertilizer)

G. H. I. J. K.


9% 8% 12%

DETAILED UNIT PRICE ANALYSIS (DUPA) Regulatory Signs (60cm Octagon)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 79.70 122.88

311.77 Hourly Rate

Amount

712.00

178.00 31.18

209.18 520.95 520.95 Unit Cost

Amount

220.00 850.00 650.00 40.00 530.00 70.78 10.00 4,500.00 68.00

105.60 21.25 32.50 80.00 1,643.00 141.56 120.00 4,500.00 5.44


6,649.35 7,170.30 645.33 573.62 1,006.71 9,395.96

DETAILED UNIT PRICE ANALYSIS (DUPA) Regulatory Signs (90cm Octagon)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 79.70 122.88

311.77 Hourly Rate

Amount

712.00

178.00 31.18

209.18 520.95 520.95 Unit Cost

Amount

220.00 850.00 650.00 40.00 530.00 48.00 10.00 7,500.00 68.00

105.60 21.25 32.50 80.00 1,643.00 96.00 120.00 7,500.00 5.44


9,603.79 10,124.74 911.23 809.98 1,421.51 13,267.46

DETAILED UNIT PRICE ANALYSIS (DUPA) Informative Signs (12"x24")

Hourly Rate

Amount

109.19 79.70 61.44

109.19 79.70 122.88

311.77 Hourly Rate

Amount

712.00

178.00 31.18

209.18 520.95 520.95 Unit Cost

Amount

220.00 850.00 650.00 40.00 530.00 48.00 10.00 2,750.00 68.00

290.40 62.05 94.25 80.00 1,643.00 96.00 120.00 2,750.00 5.44


5,141.14 5,662.09 509.59 452.97 794.96 7,419.60


Hourly Rate

Amount

109.19 79.70 61.44

109.19 79.70 122.88

311.77 Hourly Rate

Amount

712.00

178.00 31.18

209.18 520.95 520.95 Unit Cost

Amount

220.00 850.00 650.00 40.00 530.00 48.00 10.00 5,450.00 68.00

290.40 62.05 94.25 80.00 1,643.00 96.00 120.00 5,450.00 5.44


7,841.14 8,362.09 752.59 668.97 1,174.04 10,957.68


Hourly Rate

Amount

109.19 79.70 61.44

109.19 79.70 122.88

311.77 Hourly Rate

Amount

712.00

178.00 31.18

209.18 520.95 520.95 Unit Cost

Amount

220.00 850.00 650.00 40.00 530.00 48.00 10.00 3,750.00 68.00

290.40 62.05 94.25 80.00 1,643.00 96.00 120.00 3,750.00 5.44


6,141.14 6,662.09 599.59 532.97 935.36

(G + H + I + J)

8,730.00


Hourly Rate

Amount

109.19 79.70 61.44

109.19 79.70 122.88

311.77 Hourly Rate

Amount

712.00

178.00 31.18

209.18 520.95 520.95 Unit Cost

Amount

220.00 850.00 650.00 40.00 530.00 48.00 10.00 8,200.00 68.00

290.40 62.05 94.25 80.00 1,643.00 96.00 120.00 8,200.00 5.44


10,591.14 11,112.09 1,000.09 888.97 1,560.14

(G + H + I + J)

14,561.28

DETAILED UNIT PRICE ANALYSIS (DUPA) Pavement Marking (Premix Reflectorized)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 79.70 122.88

311.77 Hourly Rate

Amount

712.00

35.60 15.59

51.19 362.96 36.30 Unit Cost

Amount

450.00

450.00 22.50


472.50 508.80 45.79 40.70 71.43

(G + H + I + J)

666.73

DETAILED UNIT PRICE ANALYSIS (DUPA) Pavement Markings (Reflectorized Thermoplastic)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 79.70 122.88

311.77 Hourly Rate

Amount

712.00

35.60 31.18

66.78 378.55 37.85 Unit Cost

Amount

450.00

450.00 22.50


472.50 510.35 45.93 40.83 71.65

(G + H + I + J)

668.77

DETAILED UNIT PRICE ANALYSIS (DUPA) Pavement Markings (Reflectorized Thermoplastic)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 79.70 122.88

311.77 Hourly Rate

Amount

712.00

35.60 31.18

66.78 378.55 37.85 Unit Cost

Amount

475.00

475.00 23.75


498.75 536.60 48.29 42.93 75.34

(G + H + I + J)

703.17


Hourly Rate

Amount

109.19 61.44

109.19 184.32

293.51 Hourly Rate

Amount

201.25

201.25

712.00 189.00

178.00 189.00 14.68

582.93 876.44 87.64 Unit Cost

Amount

3,465.00

3,465.00

1,200.00

14.40


3,479.40 3,567.04 321.03 285.36 500.81

(G + H + I + J)

4,674.25


Hourly Rate

Amount

109.19 79.70 61.44

109.19 159.40 122.88

391.47 Hourly Rate

Amount

123.00

123.00 39.15

162.15 553.62 442.89 Unit Cost

Amount

490.00

514.50


514.50 957.39 86.17 76.59 134.42

(G + H + I + J)

1,254.57


Hourly Rate

Amount

109.19 79.70 61.44

109.19 159.40 122.88

391.47 Hourly Rate

Amount

123.00

123.00 39.15

162.15 553.62 442.89 Unit Cost


Amount

0.00 442.89 39.86 35.43 62.18

(G + H + I + J)

580.37


Hourly Rate

Amount

109.19 79.70 61.44

109.19 159.40 122.88

391.47 Hourly Rate

Amount

1,065.00

266.25 39.15

305.40 696.87 19.91 Unit Cost

Amount

89.00 26.00

93.45 2.60


96.05 115.96 10.44 9.28 16.28

(G + H + I + J)

151.95


Hourly Rate

Amount

109.19 61.44

109.19 491.52

600.71 Hourly Rate

Amount

1,065.00

532.50 60.07

592.57 1,193.28 47.73 Unit Cost

Amount

89.00

93.45


93.45 141.18 12.71 11.29 19.82 185.00

DETAILED UNIT PRICE ANALYSIS (DUPA) Trees (Furnishing and Transplanting), 150mm dia. or less

Hourly Rate

Amount

109.19 79.70 61.44

109.19 79.70 122.88

311.77 Hourly Rate

Amount

1,102.00 1,537.00 1,065.00

1,102.00 1,537.00 532.50 31.18

3,202.68 3,514.45 3,514.45 Unit Cost

Amount

400.00 26.00 50.00 10.00 46.67

400.00 78.00 150.00 30.00 11.67


669.67 4,184.11 376.57 334.73 587.45 5,482.86


Hourly Rate

Amount

109.19 79.70 61.44

109.19 79.70 122.88

311.77 Hourly Rate

Amount

1,102.00 1,537.00 1,065.00

1,102.00 1,537.00 532.50 31.18

3,202.68 3,514.45 3,514.45 Unit Cost

Amount

26.00 50.00 10.00 46.67

78.00 150.00 30.00 11.67


269.67 3,784.11 340.57 302.73 531.29 4,958.70

DETAILED UNIT PRICE ANALYSIS (DUPA) Reflectorized Thermoplastic Pavement Markings (White)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 159.40 368.64

637.23 Hourly Rate

Amount

712.00 93.75 187.50

712.00 93.75 187.50 63.72

1,056.97 1,694.20 67.77 Unit Cost

Amount

1,565.00 650.00 160.00 3,800.00 735.00 3.00

508.63 21.45 19.20 15.20 1.47 0.38 28.32


594.64 662.40 59.62 52.99 93.00 868.01

DETAILED UNIT PRICE ANALYSIS (DUPA) Reflectorized Thermoplastic Pavement Markings (Yellow)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 159.40 368.64

637.23 Hourly Rate

Amount

712.00 93.75 187.50

712.00 93.75 187.50 63.72

1,056.97 1,694.20 67.77 Unit Cost

Amount

1,780.00 650.00 175.00 3,800.00 735.00 3.00

578.50 21.45 21.00 15.20 1.47 0.38 31.90


669.89 737.66 66.39 59.01 103.57 966.63

DETAILED UNIT PRICE ANALYSIS (DUPA) Concrete Joint Sealant (Hot Poured Elastic and Cold-Applied Types)

Hourly Rate

Amount

109.19 61.44

109.19 368.64

477.83 Hourly Rate

Amount

10.00

10.00 23.89

33.89 511.72 25.59 Unit Cost

Amount

250.00

262.50 13.13


275.63 301.21 27.11 24.10 42.29 394.71

DETAILED UNIT PRICE ANALYSIS (DUPA) Chevron Signs (450mmx600mm)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 79.70 122.88

311.77 Hourly Rate

Amount

712.00

178.00 31.18

209.18 520.95 520.95 Unit Cost

Amount

220.00 850.00 650.00 40.00 530.00 48.00 10.00 10.00 3,750.00 68.00

105.60 21.25 32.50 80.00 1,722.50 240.00 30.00 120.00 7,500.00 5.44 29.57


9,886.86 10,407.81 936.70 832.62 1,461.26 13,638.39

DETAILED UNIT PRICE ANALYSIS (DUPA) Chevron Signs (600mmx800mm)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 79.70 122.88

311.77 Hourly Rate

Amount

712.00

178.00 31.18

209.18 520.95 520.95 Unit Cost

Amount

220.00 850.00 650.00 40.00 530.00 48.00 10.00 10.00 7,500.00 68.00

105.60 21.25 32.50 80.00 1,828.50 240.00 30.00 120.00 15,000.00 5.44 34.93


17,498.22 18,019.16 1,621.72 1,441.53 2,529.89 23,612.31

DETAILED UNIT PRICE ANALYSIS (DUPA) Bio-Engineering Solutions (Coco-net)

Hourly Rate

Amount

109.19 61.44

109.19 491.52

600.71 Hourly Rate

Amount

1,065.00

266.25 60.07

326.32 927.03 18.54 Unit Cost

Amount

110.00

115.50


115.50 134.04 12.06 10.72 18.82 175.65

DETAILED UNIT PRICE ANALYSIS (DUPA) Bio-Engineering Solutions (Coco-net)

Hourly Rate

Amount

109.19 61.44

109.19 491.52

600.71 Hourly Rate

Amount

1,065.00

266.25 60.07

326.32 927.03 18.54 Unit Cost

Amount

156.00

163.80


163.80 182.34 16.41 14.59 25.60 238.94

DETAILED UNIT PRICE ANALYSIS (DUPA) Bio-Engineering Solutions (Coco-logs/Fascine)

Hourly Rate

Amount

109.19 61.44

109.19 491.52

600.71 Hourly Rate

Amount

60.07

60.07 660.78 44.05 Unit Cost

Amount

388.00

407.40


407.40 451.45 40.63 36.12 63.38 591.58

DETAILED UNIT PRICE ANALYSIS (DUPA) Bio-Engineering Solutions (Coco-logs/Fascine)

Hourly Rate

Amount

109.19 61.44

109.19 491.52

600.71 Hourly Rate

Amount

60.07

60.07 660.78 44.05 Unit Cost

Amount

509.00

534.45


534.45 578.50 52.07 46.28 81.22 758.07

DETAILED UNIT PRICE ANALYSIS (DUPA) Bio-Engineering Solutions (Vegetation)

Hourly Rate

Amount

109.19 61.44

109.19 122.88

232.07 Hourly Rate

Amount

952.00 1,065.00

952.00 1,065.00

2,017.00 2,249.07 35.99 Unit Cost

Amount

45.00

47.25


47.25 83.24 7.49 6.66 11.69 109.07

DETAILED UNIT PRICE ANALYSIS (DUPA) Bio-Engineering Solutions (Vegetation)

Hourly Rate

Amount

109.19 61.44

109.19 491.52

600.71 Hourly Rate

Amount

1,065.00

532.50 60.07

592.57 1,193.28 34.09 Unit Cost

Amount

70.00

73.50


73.50 107.59 9.68 8.61 15.11 140.99


: : :

SPL 2(a)

Crack and Seat sq.m. 35.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Rental Rate


1

1.00

b. Vibratory Roller (10 m.t.), SP56

1

0.75

2,074.95 1,507.00

c. Water Truck (1000 gal.)

1

0.10

1,065.00

Unit

Quantity

Unit Cost




G. H. I. J.


9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)


: : :

SPL 2(b)

Crack and Seat sq.m. 30.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Rental Rate

1

1.00

1,485.84

1 1

0.75 0.10

1,507.00 1,065.00

Unit

Quantity

Unit Cost


Sub - Total for A Name and Capacity B. Equipment a. Arrow Master D 500 (Additional 35% for Oil and Lubricants) b. Vibratory Roller (10 m.t.), SP56 c. Water Truck (1000 gal.)



9% of G 8% of G


12% of (G + H + I) (G + H + I + J)

SIS (DUPA)


: : :

SPL 3(a)

Tree Planting pc. 60.00

Designation

No. of Person

No. of Hours

1 10

1 1

No of Units

No. of Hours


1

0.25


1

0.25

Unit

Quantity

pc. bd.ft. kg. kg.

1 8 0.08 0.10

A. Labor 109.19 79.70 122.88


311.77

Sub - Total for A

Amount


2,074.95 1,130.25 106.50

3,311.70 3,623.47 103.53


Sub - Total for B C. Total (A + B) D. Output per hour = 60.00 pc. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials a. Saplings b. Coco Lumber c. Assorted CWN (1 kg./100 bd.ft.) d. Fertilizers

0.00 103.53 9.32 8.28 14.54

G. H. I. J.


9% 8% 12%

135.66

K. Total Unit Cost

SIS (DUPA)


: : :

SPL 3(b)

Tree Planting pc. 60.00

Designation

No. of Person

No. of Hours

1 10

1 1

No of Units

No. of Hours


1

0.25


1

0.25

Unit

Quantity

pc. kg.

1 0.10

A. Labor 109.19 79.70 122.88


311.77

Sub - Total for A

Amount


1,485.84 1,130.25 106.50

2,722.59 3,034.36 101.15


Sub - Total for B C. Total (A + B) D. Output per hour = 60.00 pc. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials a. Saplings b. Fertilizers

0.00 101.15 9.10 8.09


9% 8%

14.20 132.54


12%

DETAILED UNIT PRICE ANALYSIS (DUPA) Tree Planting

Hourly Rate

Amount

109.19 61.44

109.19 614.40

723.59 Hourly Rate

Amount

712.00 1,065.00

178.00 266.25 72.36

516.61 1,240.20 20.67 Unit Cost

Amount

50.00 20.00 68.00 50.00

50.00 160.00 5.44 5.00


220.44 241.11 21.70 19.29 33.85

(G + H + I + J)

315.95

DETAILED UNIT PRICE ANALYSIS (DUPA) Tree Planting

Hourly Rate

Amount

109.19 61.44

109.19 614.40

723.59 Hourly Rate

Amount

712.00 1,065.00

178.00 266.25 72.36

516.61 1,240.20 20.67

of G of G

Unit Cost

Amount

50.00 26.00

50.00 2.60

52.60 73.27 6.59 5.86

of (G + H + I) (G + H + I + J)

10.29 96.01

ITEM NO. PART C 100(1) 100(2)a 100(2)b 100(3)a 100(3)b 101(1) 101(2) 101(2) 101(2) 101(2) 101(2)a 101(2)b 101(2)c 101(2)d 101(2)e 101(2)f 101(2)g 101(3)a.1 101(3)a.2 101(3)b 101(3)c 101(4)a 101(4)b 102(1) 102(2)a 102(2)b 102(3)a 102(3)b 102(3)c 102(3)d 102(4) 103(1)a 103(1)b 103(1)c 103(2)a 103(2)b 103(2)c 103(3) 103(4) 103(5)a 103(5)b 103(6) 104(1)a 104(1)b

DESCRIPTION EARTHWORKS Clearing and Grubbing (with Stripping) Individual Removal of Trees (small a,150-300mm Ø) Individual Removal of Trees (small b, 301-500mm Ø) Individual Removal of Trees (large a, 501-750mm Ø) Individual Removal of Trees (large b, 751-900mm Ø) Removal of Structures and Obstruction (other than concrete) Removal of Concrete Bridge Structures Removal of Steel Bridge Structures Removal of Stone Masonry Lined Drainage Structures Removal of Concrete Drainage Structures Removal of RCPC (24" dia.) - 610mm Removal of RCPC (30" dia.) - 760mm Removal of RCPC (36" dia.) - 910mm Removal of RCPC (42" dia.) - 1070mm Removal of RCPC (48" dia.) - 1220mm Removal of RCPC (60" dia.) - 1520mm Removal of Pipes other than Pipe Culverts (PVC/GI/Asbestos, up to 200mm Ø), L = 10 ft. Removal of Existing Concrete Pavement (0.23m thk.) Removal of Existing PCC Pavement, 0.23m thk. (for Reblocking at intermittent section)) Removal of Existing Asphalt Pavement (100mm thk.) Removal of Sidewalk Removal of Curb Removal of Existing Curbs & Gutter Roadway Excavation (Unsuitable) Roadway Excavation (Surplus Common) Roadway Excavation (Surplus Common) - w/ Backhoe Roadway Excavation (Surplus Soft Rock) - w/ Backhoe Roadway Excavation (Surplus Soft Rock) Roadway Excavation (Surplus Hard Rock) - Blasting Roadway Excavation (Surplus Hard Rock) - Blasting (Tunnel Excavation) Roadway Excavation (Unclassified) Structure Excavation (Common Soil) Structure Excavation (Soft Rock) Structure Excavation (Solid Rock) Bridge Excavation (Common Soil) Bridge Excavation (Soft Rock) Bridge Excavation (Solid Rock) Foundation Fill Excavation ordered below Plan Elevation Shoring Cribbing/Cofferdamming Pipe Culvert and Drain Excavation Embankment from Borrow Embankment from Roadway Excavation

ITEM NO. 104(2) 104(3) 104(4) 105(1) 105(2) 105(3) PART D

200 200(1) 201 201(1) 202 203 204 205 206 PART E 300(1) 300(2) 301(1) 301(2) 302(1) 302(2) 303(1) 303(2) 303(3) 303(4) 304(1) 304(2) 304(3) 304(4) 304(5) 305(1) 305(2) 305(3) 305(4) 306(a) 306(b) 306(1) 306(2) 307 308(a) 308(b) 309 310(a.1)

DESCRIPTION Selected Borrow for topping, case 1 Selected Borrow for topping, case 2 Earth Berm Subgrade Preparation (Common Material) Subgrade Preparation (Existing Pavement) Subgrade Preparation (Unsuitable Material) SUBBASE AND BASE COURSE Aggregate Subbase Course Aggregate Subbase Course (for intermittent Reblocking) Aggregate Base Course Aggregate Base Course (for Reblocking) Crushed Aggregate Base Course Lime Stabilized Road Mix Base Course Portland Cement Stabilized Road Mix Base Course Asphalt Stabilized Road Mix Base Course Portland Cement Treated Plant Mix Base Course SURFACE COURSE Gravel Surface Course (Uncrushed) Crushed Aggregate Surface Course Bituminous Prime Coat (MC Cut-back Asphalt) Bituminous Prime Coat (RC Cut-back Asphalt) Bituminous Tack Coat (RC Cut-back Asphalt) Bituminous Tack Coat (Emulsified Asphalt) Bituminous Seal Coat (Cover Aggregate) Bituminous Seal Coat (MC Cut-back Asphalt) Bituminous Seal Coat (RC Cut-back Asphalt) Bituminous Seal Coat (Asphalt Cement Penetration Grade 120-150) Bituminous Surface Treatment (Aggregate Grading) Bituminous Surface Treatment (Asphalt Cement Penetration Grade 120-150) Bituminous Surface Treatment (MC Cut-back Asphalt) Bituminous Surface Treatment (RC Cut-back Asphalt) Bituminous Surface Treatment (Emulsified Asphalt) Bituminous Penetration Macadam Pavement (Aggregates) Bituminous Penetration Macadam Pavement (Asphalt Cement) Bituminous Penetration Macadam Pavement (RC Cut-back Asphalt) Bituminous Penetration Macadam Pavement (Emulsified Asphalt) Bituminous Road Mix Surface Course (MC Cut-back Asphalt) Bituminous Road Mix Surface Course (Emulsified Asphalt) Aggregate for Bituminous Road Mix Surface Course Bituminous Material for Bituminous Road Mix Surface Course Bituminous Plant Mix Surface Course-General - 50mm thk. Cold Asphalt Plant Mix (Emulsified Asphalt) - 50mm thk. Cold Asphalt Plant Mix (Cut-back Asphalt) - 50mm thk. Bituminous Plant Mix (Stockpile Maintenance Mixture) Bituminous Concrete Surface Course, Hot Laid - 30mm thk. (Delivered)

ITEM NO. 310(a.2) 310(a.3) 310(b.1) 310(b.2) 310(b.3) 311(1)a.1 311(1)a.2 311(1)a.3 311(1)a.4 311(1)a.5 311(1)a.6 311(1)b.1 311(1)b.2 311(1)b.3 311(1)b.4 311(1)c 311(2) PART G 404 405

500(1)a 500(1)b

500(1)c 500(1)d 500(1)e 500(1)f 501(1) 501(2)

501(3) 502 502(4) 502(5) 502(6) 503(a) 503(b) 504(1)a 504(1)b 504(1)c 504(1)d 504(1)e 504(2)a 504(2)b 504(2)c 504(2)d 504(2)e 504(3)a

DESCRIPTION Bituminous Concrete Surface Course, Hot Laid - 40mm thk. (Delivered) Bituminous Concrete Surface Course, Hot Laid - 50mm thk. (Delivered) Bituminous Concrete Surface Course, Hot Laid - 30mm thk. (Batching Plant) Bituminous Concrete Surface Course, Hot Laid - 40mm thk. (Batching Plant) Bituminous Concrete Surface Course, Hot Laid - 50mm thk. (Batching Plant) PCC Pavement (Plain) - Conventional Method, 150mm thk. PCC Pavement (Plain) - Conventional Method, 200mm thk. PCC Pavement (Plain) - Conventional Method, 230mm thk. PCC Pavement (Plain) - Conventional Method, 250mm thk. PCC Pavement (Plain) - Conventional Method, 280mm thk. PCC Pavement (Plain) - Conventional Method, 300mm thk. PCC Pavement (Plain) - Using Concrete Paver, 230mm thk. PCC Pavement (Plain) - Using Concrete Paver, 250mm thk. PCC Pavement (Plain) - Using Concrete Paver, 280mm thk. PCC Pavement (Plain) - Using Concrete Paver, 300mm thk. PCC Pavement (Plain) - Conventional Method, 150mm thk. (Using One Bagger Mixer) PCC Pavement (Reinforced), 230mm thk. DRAINAGE AND SLOPE PROTECTION STRUCTURES Reinforcing Steel Bar, Grade 40 (Minor Structures) Structural Concrete Class A (Minor Structures) Pipe Culverts, 610mm dia. (24" Ø) Pipe Culverts, 760mm dia. (30" Ø) Pipe Culverts, 910mm dia. (36" Ø) Pipe Culverts, 1070mm dia. (42" Ø) Pipe Culverts, 1220mm dia. (48" Ø) Pipe Culverts, 1520mm dia. (60" Ø) Underdrain Blind drain Granular Backfill filter material for Underdrains Manhole/Catch Basin/Inlet Concrete Covers Metal Frames and Gratings Metal Frames and Covers (Circular) Drainage Steel Grating w/ Frame (675mm x 975mm Sump Grating) Drainage Steel Grating w/ Frame (715mm x 2000mm Trench Grating) Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (24" dia.) - 610mm Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (30" dia.) - 760mm Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (36" dia.) - 910mm Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (42" dia.) - 1070mm Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (48" dia.) - 1220mm Removing, Cleaning, and Re-laying Salvaged Culvert Pipe (24" dia.) - 610mm Removing, Cleaning, and Re-laying Salvaged Culvert Pipe (30" dia.) - 760mm Removing, Cleaning, and Re-laying Salvaged Culvert Pipe (36" dia.) - 910mm Removing, Cleaning, and Re-laying Salvaged Culvert Pipe (42" dia.) - 1070mm Removing, Cleaning, and Re-laying Salvaged Culvert Pipe (48" dia.) - 1220mm Cleaning Culvert Pipe in place (610mm dia.) - Half Silted

ITEM NO. 504(3)b 504(3)c 504(3)d 504(3)e 504(3)f 504(4) 505(1) 505(2) 505(3) 505(4) 505(5) 505(6) 505(7) 505(8) 505(9) 506 507 508 509(a) 509(b.1) 509(b.2) 509(c) 510(1) 510(2) 511(1) 511(2) 511(3) PART H 600(1) 600(2) 600(3) 600(4) 600(5) 600(6) 601(a) 601(b) 602(1)a 602(1)b 602(2)a 602(2)b 602(3)a 602(3)b 602(4) 603(1) 603(3)a

DESCRIPTION Cleaning Culvert Pipe in place (760mm dia.) - Half Silted Cleaning Culvert Pipe in place (910mm dia.) - Half Silted Cleaning Culvert Pipe in place (1070mm dia.) - Half Silted Cleaning Culvert Pipe in place (1220mm dia.) - Half Silted Cleaning Culvert Pipe in place (1520mm dia.) - Half Silted Reconditioning Drainage Structures Riprap, Class A Riprap, Class B Riprap, Class C Riprap, Class D Grouted Riprap, Class A Grouted Riprap, Class B Grouted Riprap, Class C Grouted Riprap, Class D Filter Layer of Granular Material Stone Masonry Rubble Concrete Hand-Laid Rock Embankment Sheet Piles (Timber) Sheet Piles (Steel) - Slope Protection Sheet Piles (Steel) - Cofferdamming Sheet Piles (Concrete), furnished and driven Bed Course Granular Material Concrete Slope Protection Gabions Mattresses Filter Cloth MISCELLANEOUS STRUCTURES Concrete Curb (Cast in place) Concrete Gutter (Cast in place) Concrete Curb and Gutter, Type A (Cast in place) - National Road Concrete Curb (Precast) Concrete Gutter (Precast) Concrete Curb & Gutter (Precast) Sidewalk (100mm thk.) Sidewalk - Using One Bagger Mixer, (100mm thk.) Right-of-Way Monuments (Cast in place) Right-of-Way Monuments (Precast) Maintenance Marker Posts (Cast in place) Maintenance Marker Posts (Precast) Kilometer Post (Cast in Place) Kilometer Post (Precast) Guide Post Cable Wire Guardrail Metal Guardrail (Metal Beam) including Concrete Post

ITEM NO. 603(3)b 603(4) 604(1) 604(2) 604(3) 604(4) 605(1)a 605(1)b 605(2)a 605(2)b 605(2)c 605(2)d 605(3)a 605(3)b 605(3)c 605(3)d 606(1) 606(2)a 606(2)b 607(1) 607(2) 608(1) 608(2) 609 610 611(1) 611(2) 612(1) 612(2) 613 620(a) 620(b) 622(1)a 622(1)b 622(2)a 622(2)b 622(3)a 622(3)b PART J SPL 2(a) SPL 2(b) SPL 3(a) SPL 3(b)

DESCRIPTION Metal Beam End Piece Guardrail (Timber) Fencing (Barbed Wire) Fencing (Chain Link Fence Fabric) Fencing (Posts) Fencing (Gates) - (Height = 3m & length = 4.24m) Danger/Warning Signs (60cm Triangle) Danger/Warning Signs (90cm Triangle) Regulatory Signs (60cm Triangle) Regulatory Signs (90cm Triangle) Regulatory Signs (60cm Octagon) Regulatory Signs (90cm Octagon) Informative Signs (12" x 24") Informative Signs (12" x 48") Informative Signs (18" x 24") Informative Signs (18" x 48") Pavement Markings (Premix Reflectorized) Pavement Markings (Reflectorized Thermoplastic), White Pavement Markings (Reflectorized Thermoplastic), Yellow Reflectorized Pavement Studs (Flush Type) Reflectorized Pavement Studs (Raised Profile Type) Furnishing and Placing Topsoil Placing Topsoil Sprigging Sodding Trees (Furnishing and Transplanting), 150mm dia. or less Trees (Transplanting), 150mm dia. or less Reflectorized Thermoplastic Pavement Markings (White) Reflectorized Thermoplastic Pavement Markings (Yellow) Concrete Joint Sealant (Hot Poured Elastic and Cold-Applied Types) Chevron Signs (450mmx600mm) Chevron Signs (600mmx800mm) Bio-Engineering Solutions (Coco-net), CGN 400 Bio-Engineering Solutions (Coco-net), CGN 700 Bio-Engineering Solutions (Coco-logs/Fascine), CGR 200 Bio-Engineering Solutions (Coco-logs/Fascine), CGR 300 Bio-Engineering Solutions (Vegetation), Hydroseeding Bio-Engineering Solutions (Vegetation), Vetiver Grass System SPECIAL ITEMS Crack and Seat - Using Backhoe Crack and Seat - Using Arrow Master Tree Planting - With Tree Guard Tree Planting

ITEM NO.

DESCRIPTION

ITEM NO.

DESCRIPTION

Cost Sheets (Road Construction) DUPA

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