DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 500(1)a Pipe Culverts, 610mm dia. (24" Ø)

Unit of Measurement : l.m.
Output per hour : 2.25

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Backhoe (0.80 cu.m.) 1 0.50 1,537.00 768.50

b. Plate Compactor (5 Hp) 1 0.50 123.00 61.50
Minor Tools (10 % of Labor) 51.44

Sub - Total for B 881.44

C. Total (A + B) 1,395.79
D. Output per hour = 2.25 l.m.
E. Direct Unit Cost (C ÷ D) 620.35
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

a. Portland Cement bag 0.774 220.00 170.28

b. Sand cu.m. 0.044 850.00 37.40
c. R.C. Pipes (610mm dia.) pc. 1 950.00 950.00
d. Sand Bedding/Selected Sandy Soil cu.m. 0.088 850.00 74.80

Sub - Total for F 1,232.48

G. Direct Unit Cost (E + F) 1,852.83
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 166.75
I. Contractor's Profit (CP) 8% of G 148.23
J. Value Added Tax (VAT) 12% of (G + H + I) 260.14
K. Total Unit Cost (G + H + I + J) 2,427.95
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 500(1)b Pipe Culverts, 760mm dia. (30" Ø)

Unit of Measurement : l.m.
Output per hour : 2.00

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Backhoe (0.80 cu.m.) 1 0.50 1,537.00 768.50

b. Plate Compactor (5 Hp) 1 0.50 123.00 61.50
Minor Tools (10 % of Labor) 51.44

Sub - Total for B 881.44

C. Total (A + B) 1,395.79
D. Output per hour = 2.00 l.m.
E. Direct Unit Cost (C ÷ D) 697.89
Name and Specification Unit Quantity Unit Cost Amount

F. Materials

a. Portland Cement bag 0.918 220.00 201.96

b. Sand cu.m. 0.052 850.00 44.20
c. R.C. Pipes (760mm dia.) pc. 1 1,750.00 1,750.00
d. Sand Bedding/Selected Sandy Soil cu.m. 0.108 850.00 91.80

Sub - Total for F 2,087.96

G. Direct Unit Cost (E + F) 2,785.85
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 250.73
I. Contractor's Profit (CP) 8% of G 222.87
J. Value Added Tax (VAT) 12% of (G + H + I) 391.13
K. Total Unit Cost (G + H + I + J) 3,650.58
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 500(1)c Pipe Culverts, 910mm dia. (36" Ø)

Unit of Measurement : l.m.
Output per hour : 1.75

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Backhoe (0.80 cu.m.) 1 0.50 1,537.00 768.50

b. Plate Compactor (5 Hp) 1 0.50 123.00 61.50
Minor Tools (10 % of Labor) 51.44

Sub - Total for B 881.44

C. Total (A + B) 1,395.79
D. Output per hour = 1.75 l.m.
E. Direct Unit Cost (C ÷ D) 797.59
Name and Specification Unit Quantity Unit Cost Amount

F. Materials

a. Portland Cement bag 1.080 220.00 237.60

b. Sand cu.m. 0.061 850.00 51.85
c. R.C. Pipes (910mm dia.) pc. 1 2,170.00 2,170.00
d. Sand Bedding/Selected Sandy Soil cu.m. 0.128 850.00 108.80

Sub - Total for F 2,568.25

G. Direct Unit Cost (E + F) 3,365.84
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 302.93
I. Contractor's Profit (CP) 8% of G 269.27
J. Value Added Tax (VAT) 12% of (G + H + I) 472.56
K. Total Unit Cost (G + H + I + J) 4,410.60
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 500(1)d Pipe Culverts, 1070mm dia. (42" Ø)

Unit of Measurement : l.m.
Output per hour : 1.50

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Backhoe (0.80 cu.m.) 1 0.50 1,537.00 768.50

b. Plate Compactor (5 Hp) 1 0.50 123.00 61.50
Minor Tools (10 % of Labor) 51.44

Sub - Total for B 881.44

C. Total (A + B) 1,395.79
D. Output per hour = 1.50 l.m.
E. Direct Unit Cost (C ÷ D) 930.52
Name and Specification Unit Quantity Unit Cost Amount

F. Materials

a. Portland Cement bag 1.242 220.00 273.24

b. Sand cu.m. 0.070 850.00 59.50
c. R.C. Pipes (1070mm dia.) pc. 1 2,900.00 2,900.00
d. Sand Bedding/Selected Sandy Soil cu.m. 0.149 850.00 126.65

Sub - Total for F 3,359.39

G. Direct Unit Cost (E + F) 4,289.91
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 386.09
I. Contractor's Profit (CP) 8% of G 343.19
J. Value Added Tax (VAT) 12% of (G + H + I) 602.30
K. Total Unit Cost (G + H + I + J) 5,621.50
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 500(1)e Pipe Culverts, 1220mm dia. (48" Ø)

Unit of Measurement : l.m.
Output per hour : 1.25

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Backhoe (0.80 cu.m.) 1 0.50 1,537.00 768.50

b. Plate Compactor (5 Hp) 1 0.50 123.00 61.50
Minor Tools (10 % of Labor) 51.44

Sub - Total for B 881.44

C. Total (A + B) 1,395.79
D. Output per hour = 1.25 l.m.
E. Direct Unit Cost (C ÷ D) 1,116.63
Name and Specification Unit Quantity Unit Cost Amount

F. Materials

a. Portland Cement bag 1.404 220.00 308.88

b. Sand cu.m. 0.080 850.00 68.00
c. R.C. Pipes (1220mm dia.) pc. 1 3,800.00 3,800.00
d. Sand Bedding/Selected Sandy Soil cu.m. 0.170 850.00 144.50

Sub - Total for F 4,321.38

G. Direct Unit Cost (E + F) 5,438.01
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 489.42
I. Contractor's Profit (CP) 8% of G 435.04
J. Value Added Tax (VAT) 12% of (G + H + I) 763.50
K. Total Unit Cost (G + H + I + J) 7,125.97
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 500(1)f Pipe Culverts, 1520mm dia. (60" Ø)

Unit of Measurement : l.m.
Output per hour : 1.00

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Backhoe (0.80 cu.m.) 1 0.50 1,537.00 768.50

b. Plate Compactor (5 Hp) 1 0.50 123.00 61.50
Minor Tools (10 % of Labor) 51.44

Sub - Total for B 881.44

C. Total (A + B) 1,395.79
D. Output per hour = 1.00 l.m.
E. Direct Unit Cost (C ÷ D) 1,395.79
Name and Specification Unit Quantity Unit Cost Amount

F. Materials

a. Portland Cement bag 1.710 220.00 376.20

b. Sand cu.m. 0.097 850.00 82.45
c. R.C. Pipes (1520mm dia.) pc. 1 6,175.00 6,175.00
d. Sand Bedding/Selected Sandy Soil cu.m. 0.210 850.00 178.50

Sub - Total for F 6,812.15

G. Direct Unit Cost (E + F) 8,207.94
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 738.71
I. Contractor's Profit (CP) 8% of G 656.63
J. Value Added Tax (VAT) 12% of (G + H + I) 1,152.39
K. Total Unit Cost (G + H + I + J) 10,755.68
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 501(1) Underdrain

Unit of Measurement : l.m.
Output per hour : 1.25

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Laborer 4 1 61.44 245.76

Sub - Total for A 354.95

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Plate Compactor (5 Hp) 1 0.50 123.00 61.50

Minor Tools (10% of Labor) 35.50

Sub - Total for B 97.00

C. Total (A + B) 451.95
D. Output per hour = 1.25 l.m.
E. Direct Unit Cost (C ÷ D) 361.56
Name and Specification Unit Quantity Unit Cost Amount

F. Materials

a. Coarse Aggregates cu.m. 0.20 900.00 180.00

b. Fine Aggregates cu.m. 0.39 850.00 331.50
c. Filter Cloth sq.m. 2 275.00 550.00
d. 150 mm. dia. Concrete Perforated Pipe pc. 1.05 230.00 241.50

Sub - Total for F 1,303.00

G. Direct Unit Cost (E + F) 1,664.56
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 149.81
I. Contractor's Profit (CP) 8% of G 133.16
J. Value Added Tax (VAT) 12% of (G + H + I) 233.70
K. Total Unit Cost (G + H + I + J) 2,181.23
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 501(2) Blind Drain

Unit of Measurement : l.m.
Output per hour : 1.25

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Laborer 4 1 61.44 245.76

Sub - Total for A 354.95

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

Minor Tools (10% of Labor) 35.50

Sub - Total for B 35.50

C. Total (A + B) 390.45
D. Output per hour = 1.25 l.m.
E. Direct Unit Cost (C ÷ D) 312.36
Name and Specification Unit Quantity Unit Cost Amount

F. Materials

a. Coarse Aggregates cu.m. 0.22 900.00 198.00

b. Fine Aggregates cu.m. 0.39 850.00 331.50
c. Filter Cloth sq.m. 2 275.00 550.00

Sub - Total for F 1,079.50

G. Direct Unit Cost (E + F) 1,391.86
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 125.27
I. Contractor's Profit (CP) 8% of G 111.35
J. Value Added Tax (VAT) 12% of (G + H + I) 195.42
K. Total Unit Cost (G + H + I + J) 1,823.89
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 501(3) Granular Backfill filter material for Underdrains

Unit of Measurement : cu.m.
Output per hour : 1.25

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Laborer 4 1 61.44 245.76

Sub - Total for A 354.95

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Plate Compactor (5 Hp) 1 1 123.00 123.00

Minor Tools (10% of Labor) 35.50

Sub - Total for B 158.50

C. Total (A + B) 513.45
D. Output per hour = 1.25 cu.m.
E. Direct Unit Cost (C ÷ D) 410.76
Name and Specification Unit Quantity Unit Cost Amount

F. Materials

a. Coarse Aggregates (Granular Backfill Materials) cu.m. 1.15 900.00 1,035.00

(w/ 15% Shrinkage Factor)

Sub - Total for F 1,035.00

G. Direct Unit Cost (E + F) 1,445.76
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 130.12
I. Contractor's Profit (CP) 8% of G 115.66
J. Value Added Tax (VAT) 12% of (G + H + I) 202.98
K. Total Unit Cost (G + H + I + J) 1,894.52
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description : 502 Manhole/Catch Basin/Inlet
Unit of Measurement : ea.
Output : 1.00

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

Sub - Total for A

Name and Capacity No of Units No. of Hours Hourly Rate Amount

B. Equipment

Sub - Total for B

C. Total (A + B)
D. Output = 1.00 ea.
E. Direct Unit Cost (C ÷ D)
Direct
Name and Specification Unit Quantity Direct Cost
Unit Cost
F. Materials/Processed Component Pay Item

a. 103(3) - Foundation Fill cu.m.

b. 404 - Reinforcing Steel Bar kg.
c. 405 - Structural Concrete cu.m.

Sub - Total for F

G. Direct Unit Cost (E + F)
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G
I. Contractor's Profit (CP) 8% of G
J. Value Added Tax (VAT) 12% of (G + H + I)
K. Total Unit Cost (G + H + I + J)
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 502(4) Concrete Covers

Unit of Measurement : ea.
Output : 5.00

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. One Bagger Mixer 1 0.50 172.00 86.00

b. Bar Cutter 1 0.50 219.75 109.88
c. Concrete Vibrator 1 0.50 148.88 74.44
d. Welding Machine (GasType) 1 0.25 391.00 97.75
e. Water Truck 1 0.05 1,065.00 53.25
Minor Tools (10% of Labor) 51.44

Sub - Total for B 472.75

C. Total (A + B) 987.10
D. Output = 5.00 ea.
E. Direct Unit Cost (C ÷ D) 197.42
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

Dimension: 1.31m x 0.573m x 0.20m

a. Portland Cement bag 1.31 220.00 288.20
b. Sand cu.m. 0.06 850.00 51.00
c. Gravel cu.m. 0.12 650.00 78.00
d. Reinforcing Steel Bar kg. 48.25 40.00 1,930.00
e. #16 GI Tie Wire (2% of RSB) kg. 0.97 47.00 45.59
f. 6mm thk. Steel Plate kg. 36.79 48.00 1,765.92
g. 16mm thk. Steel Plate kg. 2.83 48.00 67.92
h. 1/2" Ordinary Plywood - 2 uses pc. 0.30 620.00 93.00
i. 16mm dia. U-bolt & Knot set 2.00 250.00 250.00
j. Welding Rod (1 kg./2000 kg. of Steel) kg. 0.02 90.00 0.90

Sub - Total for F 4,570.53

G. Direct Unit Cost (E + F) 4,767.95
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 429.12
I. Contractor's Profit (CP) 8% of G 381.44
J. Value Added Tax (VAT) 12% of (G + H + I) 669.42
K. Total Unit Cost (G + H + I + J) 6,247.92
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 502(5) Metal Frames and Gratings

Unit of Measurement : pair
Output : 1.00

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 0.50 109.19 54.60

b. Skilled Laborer 1 0.50 79.70 39.85
c. Laborer 1 0.50 61.44 30.72

Sub - Total for A 125.17

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

Minor Tools (10% of Labor) 12.52

Sub - Total for B 12.52

C. Total (A + B) 137.68
D. Output = 1.00 pair
E. Direct Unit Cost (C ÷ D) 137.68
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

a. 410mmx660mmx60mm, C.I. Cover with Frame set 1.00 4,700.00 4,700.00

Sub - Total for F 4,700.00

G. Direct Unit Cost (E + F) 4,837.68
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 435.39
I. Contractor's Profit (CP) 8% of G 387.01
J. Value Added Tax (VAT) 12% of (G + H + I) 679.21
K. Total Unit Cost (G + H + I + J) 6,339.30
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 502(6) Metal Frames and Covers (Circular)

Unit of Measurement : pair
Output : 1.00

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 0.50 109.19 54.60

b. Skilled Laborer 1 0.50 79.70 39.85
c. Laborer 1 0.50 61.44 30.72

Sub - Total for A 125.17

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

Minor Tools (10% of Labor) 12.52

Sub - Total for B 12.52

C. Total (A + B) 137.68
D. Output = 1.00 pair
E. Direct Unit Cost (C ÷ D) 137.68
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

a. 580mm dia. C.I. Manhole Cover with Frame set 1.00 5,700.00 5,700.00

Sub - Total for F 5,700.00

G. Direct Unit Cost (E + F) 5,837.68
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 525.39
I. Contractor's Profit (CP) 8% of G 467.01
J. Value Added Tax (VAT) 12% of (G + H + I) 819.61
K. Total Unit Cost (G + H + I + J) 7,649.70
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 503(a) Drainage Steel Grating with Frame (675mm x 975mm Sump Grating)
Unit of Measurement : set
Output per hour : 0.25

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 1 1 79.70 79.70
c. Laborer 1 1 61.44 61.44

Sub - Total for A 250.33

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Bar Cutter 1 0.50 219.75 109.88

b. Welding Machine 1 1 391.00 391.00

Sub - Total for B 500.88

C. Total (A + B) 751.21
D. Output per hour = 0.25 set
E. Direct Unit Cost (C ÷ D) 3,004.82
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

a. 65mm x 5mm Flat Bar kg. 62.557 48.00 3,002.74

b. 6mm dia. x 975mm Twisted Cross Rod kg. 1.244 48.00 59.71
c. 75mm x 75mm x 9mm Angle Bar kg. 38.36 48.00 1,841.28
d. Welding Rod (1 kg./2000 kg. of Steel) kg. 0.051 90.00 4.59

Sub - Total for F 4,908.32

G. Direct Unit Cost (E + F) 7,913.14
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 712.18
I. Contractor's Profit (CP) 8% of G 633.05
J. Value Added Tax (VAT) 12% of (G + H + I) 1,111.00
K. Total Unit Cost (G + H + I + J) 10,369.38
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 503(b) Drainage Steel Grating with Frame (715mm x 2000mm Trench Grating)
Unit of Measurement : set
Output per hour : 0.125

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 1 1 79.70 79.70
c. Laborer 1 1 61.44 61.44

Sub - Total for A 250.33

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Bar Cutter 1 0.50 219.75 109.88

b. Welding Machine 1 1 391.00 391.00

Sub - Total for B 500.88

C. Total (A + B) 751.21
D. Output per hour = 0.125 set
E. Direct Unit Cost (C ÷ D) 6,009.64
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

a. 65mm x 5mm Flat Bar kg. 127.066 48.00 6,099.17

b. 6mm dia. x 975mm Twisted Cross Rod kg. 3.174 48.00 152.35
c. 75mm x 75mm x 9mm Angle Bar kg. 41.64 48.00 1,998.72
d. Welding Rod (1 kg./2000 kg. of Steel) kg. 0.086 90.00 7.74

Sub - Total for F 8,257.98

G. Direct Unit Cost (E + F) 14,267.62
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 1,284.09
I. Contractor's Profit (CP) 8% of G 1,141.41
J. Value Added Tax (VAT) 12% of (G + H + I) 2,003.17
K. Total Unit Cost (G + H + I + J) 18,696.29
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 504(1)a Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (24" dia) - 610mm
Unit of Measurement : l.m.
Output per hour : 3.00

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Backhoe (0.80 cu.m.) 1 0.50 1,537.00 768.50

b. Boom Truck 1 0.50 961.20 480.60
c. Water Truck (1000 gal.) 1 0.25 1,065.00 266.25
Minor Tools (10% of Labor) 51.44

Sub - Total for B 1,566.79

C. Total (A + B) 2,081.14
D. Output per hour = 3.00 l.m.
E. Direct Unit Cost (C ÷ D) 693.71
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

Sub - Total for F 0.00

G. Direct Unit Cost (E + F) 693.71
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 62.43
I. Contractor's Profit (CP) 8% of G 55.50
J. Value Added Tax (VAT) 12% of (G + H + I) 97.40
K. Total Unit Cost (G + H + I + J) 909.04
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 504(1)b Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (30" dia.) - 760mm
Unit of Measurement : l.m.
Output per hour : 2.50

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Backhoe (0.80 cu.m.) 1 0.50 1,537.00 768.50

b. Boom Truck 1 0.50 961.20 480.60
c. Water Truck (1000 gal.) 1 0.25 1,065.00 266.25
Minor Tools (10% of Labor) 51.44

Sub - Total for B 1,566.79

C. Total (A + B) 2,081.14
D. Output per hour = 2.50 l.m.
E. Direct Unit Cost (C ÷ D) 832.45
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

Sub - Total for F 0.00

G. Direct Unit Cost (E + F) 832.45
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 74.92
I. Contractor's Profit (CP) 8% of G 66.60
J. Value Added Tax (VAT) 12% of (G + H + I) 116.88
K. Total Unit Cost (G + H + I + J) 1,090.85
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 504(1)c Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (36" dia.) - 910mm
Unit of Measurement : l.m.
Output per hour : 2.00

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Backhoe (0.80 cu.m.) 1 0.50 1,537.00 768.50

b. Boom Truck 1 0.50 961.20 480.60
c. Water Truck (1000 gal.) 1 0.25 1,065.00 266.25
Minor Tools (10% of Labor) 51.44

Sub - Total for B 1,566.79

C. Total (A + B) 2,081.14
D. Output per hour = 2.00 l.m.
E. Direct Unit Cost (C ÷ D) 1,040.57
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

Sub - Total for F 0.00

G. Direct Unit Cost (E + F) 1,040.57
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 93.65
I. Contractor's Profit (CP) 8% of G 83.25
J. Value Added Tax (VAT) 12% of (G + H + I) 146.10
K. Total Unit Cost (G + H + I + J) 1,363.56
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 504(1)d Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (42" dia.) - 1070mm
Unit of Measurement : l.m.
Output per hour : 2.00

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Backhoe (0.80 cu.m.) 1 0.50 1,537.00 768.50

b. Boom Truck 1 0.50 961.20 480.60
c. Water Truck (1000 gal.) 1 0.25 1,065.00 266.25
Minor Tools (10% of Labor) 51.44

Sub - Total for B 1,566.79

C. Total (A + B) 2,081.14
D. Output per hour = 2.00 l.m.
E. Direct Unit Cost (C ÷ D) 1,040.57
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

Sub - Total for F 0.00

G. Direct Unit Cost (E + F) 1,040.57
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 93.65
I. Contractor's Profit (CP) 8% of G 83.25
J. Value Added Tax (VAT) 12% of (G + H + I) 146.10
K. Total Unit Cost (G + H + I + J) 1,363.56
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 504(1)e Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (48" dia.) - 1220mm
Unit of Measurement : l.m.
Output per hour : 1.50

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Backhoe (0.80 cu.m.) 1 0.50 1,537.00 768.50

b. Boom Truck 1 0.50 961.20 480.60
c. Water Truck (1000 gal.) 1 0.25 1,065.00 266.25
Minor Tools (10% of Labor) 51.44

Sub - Total for B 1,566.79

C. Total (A + B) 2,081.14
D. Output per hour = 1.50 l.m.
E. Direct Unit Cost (C ÷ D) 1,387.42
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

Sub - Total for F 0.00

G. Direct Unit Cost (E + F) 1,387.42
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 124.87
I. Contractor's Profit (CP) 8% of G 110.99
J. Value Added Tax (VAT) 12% of (G + H + I) 194.79
K. Total Unit Cost (G + H + I + J) 1,818.08
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 504(2)a Removing, Cleaning and Re-laying Salvaged Culvert Pipe (24" dia.) - 610mm
Unit of Measurement : l.m.
Output per hour : 1.50

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Backhoe (0.80 cu.m.) 1 0.60 1,537.00 922.20

b. Plate Compactor (5 Hp) 1 0.50 123.00 61.50
c. Water Truck (1000 gal.) 1 0.15 1,065.00 159.75
Minor Tools (10 % of Labor) 51.44

Sub - Total for B 1,194.89

C. Total (A + B) 1,709.24
D. Output per hour = 1.50 l.m.
E. Direct Unit Cost (C ÷ D) 1,139.49
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

a. Portland Cement bag 0.774 220.00 170.28

b. Sand cu.m. 0.044 850.00 37.40
c. Sand Bedding cu.m. 0.088 850.00 74.80

Sub - Total for F 282.48

G. Direct Unit Cost (E + F) 1,421.97
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 127.98
I. Contractor's Profit (CP) 8% of G 113.76
J. Value Added Tax (VAT) 12% of (G + H + I) 199.64
K. Total Unit Cost (G + H + I + J) 1,863.35
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 504(2)b Removing, Cleaning and Re-laying Salvaged Culvert Pipe (30" dia.) - 760mm
Unit of Measurement : l.m.
Output per hour : 1.25

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Backhoe (0.80 cu.m.) 1 0.60 1,537.00 922.20

b. Plate Compactor (5 Hp) 1 0.50 123.00 61.50
c. Water Truck (1000 gal.) 1 0.15 1,065.00 159.75
Minor Tools (10 % of Labor) 51.44

Sub - Total for B 1,194.89

C. Total (A + B) 1,709.24
D. Output per hour = 1.25 l.m.
E. Direct Unit Cost (C ÷ D) 1,367.39
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

a. Portland Cement bag 0.918 220.00 201.96

b. Sand cu.m. 0.052 850.00 44.20
c. Sand Bedding cu.m. 0.108 850.00 91.80

Sub - Total for F 337.96

G. Direct Unit Cost (E + F) 1,705.35
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 153.48
I. Contractor's Profit (CP) 8% of G 136.43
J. Value Added Tax (VAT) 12% of (G + H + I) 239.43
K. Total Unit Cost (G + H + I + J) 2,234.69
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 504(2)c Removing, Cleaning and Re-laying Salvaged Culvert Pipe (36" dia.) - 910mm
Unit of Measurement : l.m.
Output per hour : 1.00

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Backhoe (0.80 cu.m.) 1 0.60 1,537.00 922.20

b. Plate Compactor (5 Hp) 1 0.50 123.00 61.50
c. Water Truck (1000 gal.) 1 0.15 1,065.00 159.75
Minor Tools (10 % of Labor) 51.44

Sub - Total for B 1,194.89

C. Total (A + B) 1,709.24
D. Output per hour = 1.00 l.m.
E. Direct Unit Cost (C ÷ D) 1,709.24
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

a. Portland Cement bag 1.080 220.00 237.60

b. Sand cu.m. 0.061 850.00 51.85
c. Sand Bedding cu.m. 0.128 850.00 108.80

Sub - Total for F 398.25

G. Direct Unit Cost (E + F) 2,107.49
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 189.67
I. Contractor's Profit (CP) 8% of G 168.60
J. Value Added Tax (VAT) 12% of (G + H + I) 295.89
K. Total Unit Cost (G + H + I + J) 2,761.65
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 504(2)d Removing, Cleaning and Re-laying Salvaged Culvert Pipe (42" dia.) - 1070mm
Unit of Measurement : l.m.
Output per hour : 1.00

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Backhoe (0.80 cu.m.) 1 0.60 1,537.00 922.20

b. Plate Compactor (5 Hp) 1 0.50 123.00 61.50
c. Water Truck (1000 gal.) 1 0.15 1,065.00 159.75
Minor Tools (10 % of Labor) 51.44

Sub - Total for B 1,194.89

C. Total (A + B) 1,709.24
D. Output per hour = 1.00 l.m.
E. Direct Unit Cost (C ÷ D) 1,709.24
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

a. Portland Cement bag 1.242 220.00 273.24

b. Sand cu.m. 0.070 850.00 59.50
c. Sand Bedding cu.m. 0.149 850.00 126.65

Sub - Total for F 459.39

G. Direct Unit Cost (E + F) 2,168.63
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 195.18
I. Contractor's Profit (CP) 8% of G 173.49
J. Value Added Tax (VAT) 12% of (G + H + I) 304.47
K. Total Unit Cost (G + H + I + J) 2,841.77
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 504(2)e Removing, Cleaning and Re-laying Salvaged Culvert Pipe (48" dia.) - 1220mm
Unit of Measurement : l.m.
Output per hour : 0.75

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Backhoe (0.80 cu.m.) 1 0.60 1,537.00 922.20

b. Plate Compactor (5 Hp) 1 0.50 123.00 61.50
c. Water Truck (1000 gal.) 1 0.15 1,065.00 159.75
Minor Tools (10 % of Labor) 51.44

Sub - Total for B 1,194.89

C. Total (A + B) 1,709.24
D. Output per hour = 0.75 l.m.
E. Direct Unit Cost (C ÷ D) 2,278.98
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

a. Portland Cement bag 1.404 220.00 308.88

b. Sand cu.m. 0.080 850.00 68.00
c. Sand Bedding cu.m. 0.170 850.00 144.50

Sub - Total for F 521.38

G. Direct Unit Cost (E + F) 2,800.36
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 252.03
I. Contractor's Profit (CP) 8% of G 224.03
J. Value Added Tax (VAT) 12% of (G + H + I) 393.17
K. Total Unit Cost (G + H + I + J) 3,669.59
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 504(3)a Cleaning Culvert Pipe in place (610mm dia.) - Half Silted
Unit of Measurement : l.m.
Output per hour : 8.00

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Cargo Truck (10 T) 1 1 1,102.00 1,102.00

b. Steel Wheel with Nylon Rope l.s. 300.00 300.00
c. Improvised Bamboo with Bucket l.s. 200.00 200.00
Minor Tools (10% of Labor) 51.44

Sub - Total for B 1,653.44

C. Total (A + B) 2,167.79
D. Output per hour = 8.00 l.m.
E. Direct Unit Cost (C ÷ D) 270.97
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

Sub - Total for F 0.00

G. Direct Unit Cost (E + F) 270.97
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 24.39
I. Contractor's Profit (CP) 8% of G 21.68
J. Value Added Tax (VAT) 12% of (G + H + I) 38.04
K. Total Unit Cost (G + H + I + J) 355.08
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 504(3)b Cleaning Culvert Pipe in place (760mm dia.) - Half Silted
Unit of Measurement : l.m.
Output per hour : 5.25

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Cargo Truck (10 T) 1 1 1,102.00 1,102.00

b. Steel Wheel with Nylon Rope l.s. 300.00 300.00
c. Improvised Bamboo with Bucket l.s. 200.00 200.00
Minor Tools (10% of Labor) 51.44

Sub - Total for B 1,653.44

C. Total (A + B) 2,167.79
D. Output per hour = 5.25 l.m.
E. Direct Unit Cost (C ÷ D) 412.91
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

Sub - Total for F 0.00

G. Direct Unit Cost (E + F) 412.91
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 37.16
I. Contractor's Profit (CP) 8% of G 33.03
J. Value Added Tax (VAT) 12% of (G + H + I) 57.97
K. Total Unit Cost (G + H + I + J) 541.08
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 504(3)c Cleaning Culvert Pipe in place (910mm dia.) - Half Silted
Unit of Measurement : l.m.
Output per hour : 3.75

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Cargo Truck (10 T) 1 1 1,102.00 1,102.00

Minor Tools (10% of Labor) 51.44

Sub - Total for B 1,153.44

C. Total (A + B) 1,667.79
D. Output per hour = 3.75 l.m.
E. Direct Unit Cost (C ÷ D) 444.74
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

Sub - Total for F 0.00

G. Direct Unit Cost (E + F) 444.74
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 40.03
I. Contractor's Profit (CP) 8% of G 35.58
J. Value Added Tax (VAT) 12% of (G + H + I) 62.44
K. Total Unit Cost (G + H + I + J) 582.79
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 504(3)d Cleaning Culvert Pipe in place (1070mm dia.) - Half Silted
Unit of Measurement : l.m.
Output per hour : 2.75

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Cargo Truck (10 T) 1 1 1,102.00 1,102.00

Minor Tools (10% of Labor) 51.44

Sub - Total for B 1,153.44

C. Total (A + B) 1,667.79
D. Output per hour = 2.75 l.m.
E. Direct Unit Cost (C ÷ D) 606.47
Name and Specification Unit Quantity Unit Cost Amount

F. Materials

Sub - Total for F 0.00

G. Direct Unit Cost (E + F) 606.47
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 54.58
I. Contractor's Profit (CP) 8% of G 48.52
J. Value Added Tax (VAT) 12% of (G + H + I) 85.15
K. Total Unit Cost (G + H + I + J) 794.71
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 504(3)e Cleaning Culvert Pipe in place (1220mm dia.) - Half Silted
Unit of Measurement : l.m.
Output per hour : 2.00

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Cargo Truck (10 T) 1 1 1,102.00 1,102.00

Minor Tools (10% of Labor) 51.44

Sub - Total for B 1,153.44

C. Total (A + B) 1,667.79
D. Output per hour = 2.00 l.m.
E. Direct Unit Cost (C ÷ D) 833.89
Name and Specification Unit Quantity Unit Cost Amount

F. Materials

Sub - Total for F 0.00

G. Direct Unit Cost (E + F) 833.89
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 75.05
I. Contractor's Profit (CP) 8% of G 66.71
J. Value Added Tax (VAT) 12% of (G + H + I) 117.08
K. Total Unit Cost (G + H + I + J) 1,092.73
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 504(3)f Cleaning Culvert Pipe in place (1520mm dia.) - Half Silted
Unit of Measurement : l.m.
Output per hour : 1.50

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Cargo Truck (10 T) 1 1 1,102.00 1,102.00

Minor Tools (10% of Labor) 51.44

Sub - Total for B 1,153.44

C. Total (A + B) 1,667.79
D. Output per hour = 1.50 l.m.
E. Direct Unit Cost (C ÷ D) 1,111.86
Name and Specification Unit Quantity Unit Cost Amount

F. Materials

Sub - Total for F 0.00

G. Direct Unit Cost (E + F) 1,111.86
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 100.07
I. Contractor's Profit (CP) 8% of G 88.95
J. Value Added Tax (VAT) 12% of (G + H + I) 156.10
K. Total Unit Cost (G + H + I + J) 1,456.98
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 504(4) Reconditioning Drainage Structures

Unit of Measurement : ea.
Output : 1.00

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 0.50 109.19 54.60

b. Skilled Laborer 1 0.50 79.70 39.85
c. Laborer 2 0.50 61.44 61.44

Sub - Total for A 155.89

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Cargo Truck (10 T) 1 0.25 1,102.00 275.50

b. Bamboo with Bucket - 4 uses 1 1 200.00 50.00
Minor Tools (10% of Labor) 15.59

Sub - Total for B 341.09

C. Total (A + B) 496.97
D. Output = 1.00 ea.
E. Direct Unit Cost (C ÷ D) 496.97
Name and Specification Unit Quantity Unit Cost Amount

F. Materials

* If some repair is needed, component materials

required and corresponding man-hour will be
added to DUPA

Sub - Total for F 0.00

G. Direct Unit Cost (E + F) 496.97
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 44.73
I. Contractor's Profit (CP) 8% of G 39.76
J. Value Added Tax (VAT) 12% of (G + H + I) 69.78
K. Total Unit Cost (G + H + I + J) 651.23
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 505(1) Riprap (Class A)

Unit of Measurement : cu.m.
Output per hour : 1.50

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 8 1 61.44 491.52

Sub - Total for A 760.11

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

Minor Tools (5% of Labor) 38.01

Sub - Total for B 38.01

C. Total (A + B) 798.12
D. Output per hour = 1.50 cu.m.
E. Direct Unit Cost (C ÷ D) 532.08
Name and Specification Unit Quantity Unit Cost Amount

F. Materials

a. Boulders (15 - 25 kg.) cu.m. 1.05 920.00 966.00

Miscellaneous (1% of Materials) 9.66

Sub - Total for F 975.66

G. Direct Unit Cost (E + F) 1,507.74
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 135.70
I. Contractor's Profit (CP) 8% of G 120.62
J. Value Added Tax (VAT) 12% of (G + H + I) 211.69
K. Total Unit Cost (G + H + I + J) 1,975.74
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 505(2) Riprap (Class B)

Unit of Measurement : cu.m.
Output per hour : 1.25

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Backhoe (Wheel Type 0.28 cu.m.) 1 0.50 840.00 420.00

Minor Tools (5% of Labor) 25.72

Sub - Total for B 445.72

C. Total (A + B) 960.07
D. Output per hour = 1.25 cu.m.
E. Direct Unit Cost (C ÷ D) 768.05
Name and Specification Unit Quantity Unit Cost Amount

F. Materials

a. Boulders (30 - 70 kg.) cu.m. 1.05 810.00 850.50

Miscellaneous (1% of Materials) 8.51

Sub - Total for F 859.01

G. Direct Unit Cost (E + F) 1,627.06
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 146.44
I. Contractor's Profit (CP) 8% of G 130.16
J. Value Added Tax (VAT) 12% of (G + H + I) 228.44
K. Total Unit Cost (G + H + I + J) 2,132.10
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 505(3) Riprap (Class C)

Unit of Measurement : cu.m.
Output per hour : 1.00

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

c. Backhoe (Wheel Type 0.28 cu.m.) 1 0.75 840.00 630.00

Minor Tools (5% of Labor) 25.72

Sub - Total for B 655.72

C. Total (A + B) 1,170.07
D. Output per hour = 1.00 cu.m.
E. Direct Unit Cost (C ÷ D) 1,170.07
Name and Specification Unit Quantity Unit Cost Amount

F. Materials

a. Boulders (50 - 100 kg.) cu.m. 1.05 740.00 777.00

Miscellaneous (1% of Materials) 7.77

Sub - Total for F 784.77

G. Direct Unit Cost (E + F) 1,954.84
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 175.94
I. Contractor's Profit (CP) 8% of G 156.39
J. Value Added Tax (VAT) 12% of (G + H + I) 274.46
K. Total Unit Cost (G + H + I + J) 2,561.62
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 505(4) Riprap (Class D)

Unit of Measurement : cu.m.
Output per hour : 0.75

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborers 2 1 79.70 159.40
c. Laborers 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Backhoe (Wheel Type 0.28 cu.m.) 1 1.00 840.00 840.00

Minor Tools (5% of Labor) 25.72

Sub - Total for B 865.72

C. Total (A + B) 1,380.07
D. Output per hour = 0.75 cu.m.
E. Direct Unit Cost (C ÷ D) 1,840.09
Name and Specification Unit Quantity Unit Cost Amount

F. Materials

a. Boulders (100 - 200 kg.) cu.m. 1.05 650.00 682.50

Miscellaneous (1% of Materials) 6.83

Sub - Total for F 689.33

G. Direct Unit Cost (E + F) 2,529.42
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 227.65
I. Contractor's Profit (CP) 8% of G 202.35
J. Value Added Tax (VAT) 12% of (G + H + I) 355.13
K. Total Unit Cost (G + H + I + J) 3,314.55
DETAILED UNIT PRICE ANALYSIS (DUPA)
Item No./Description : 505(5) Grouted Riprap (Class A)
Unit of Measurement : cu.m.
Output per hour : 1.25

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 8 1 61.44 491.52

Sub - Total for A 760.11

Name and Capacity No of Units No. of Hours Hourly Rate Amount

B. Equipment

a. One Bagger Mixer 1 1 172.00 172.00

b. Water Truck (1000 gal.) 1 0.05 1,065.00 53.25
Minor Tools (5% of Labor) 38.01

Sub - Total for B 263.26

C. Total (A + B) 1,023.37
D. Output per hour = 1.25 cu.m.
E. Direct Unit Cost (C ÷ D) 818.69
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

a. Cement bag 3.00 220.00 660.00

b. Sand cu.m. 0.25 850.00 212.50
c. Gravel Fill cu.m. 0.015 650.00 9.75
d. Weep Holes (PVC) l.m. 0.30 144.67 43.40
e. Filter Cloth sq.m. 0.015 275.00 4.13
f. Boulders (15 - 25 kg.) cu.m. 1.05 920.00 966.00
Miscellaneous (1% of Materials) 18.96

Sub - Total for F 1,914.73

G. Direct Unit Cost (E + F) 2,733.43
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 246.01
I. Contractor's Profit (CP) 8% of G 218.67
J. Value Added Tax (VAT) 12% of (G + H + I) 383.77
K. Total Unit Cost (G + H + I + J) 3,581.88
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 505(6) Grouted Riprap (Class B)

Unit of Measurement : cu.m.
Output per hour : 1.00

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. One Bagger Mixer 1 1 172.00 172.00

b. Water Truck (1000 gal.) 1 0.05 1,065.00 53.25
c. Backhoe (Wheel Type 0.28 cu.m.) 1 0.50 840.00 420.00
Minor Tools (5% of Labor) 25.72

Sub - Total for B 670.97

C. Total (A + B) 1,185.32
D. Output per hour = 1.00 cu.m.
E. Direct Unit Cost (C ÷ D) 1,185.32
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

a. Cement bag 2.50 220.00 550.00

b. Sand cu.m. 0.21 850.00 178.50
c. Gravel Fill cu.m. 0.015 650.00 9.75
d. Weep Holes (PVC) l.m. 0.30 144.67 43.40
e. Filter Cloth sq.m. 0.015 275.00 4.13
f. Boulders (30 - 70 kg.) cu.m. 1.05 810.00 850.50
Miscellaneous (1% of Materials) 16.36

Sub - Total for F 1,652.64

G. Direct Unit Cost (E + F) 2,837.96
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 255.42
I. Contractor's Profit (CP) 8% of G 227.04
J. Value Added Tax (VAT) 12% of (G + H + I) 398.45
K. Total Unit Cost (G + H + I + J) 3,718.86
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 505(7) Grouted Riprap (Class C)

Unit of Measurement : cu.m.
Output per hour : 0.75

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. One Bagger Mixer 1 1 172.00 172.00

b. Water Truck (1000 gal.) 1 0.05 1,065.00 53.25
c. Backhoe (Wheel Type 0.28 cu.m.) 1 0.75 840.00 630.00
Minor Tools (5% of Labor) 25.72

Sub - Total for B 880.97

C. Total (A + B) 1,395.32
D. Output per hour = 0.75 cu.m.
E. Direct Unit Cost (C ÷ D) 1,860.42
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

a. Cement bag 2.20 220.00 484.00

b. Sand cu.m. 0.18 850.00 153.00
c. Gravel Fill cu.m. 0.015 650.00 9.75
d. Weep Holes (PVC) l.m. 0.30 144.67 43.40
e. Filter Cloth sq.m. 0.015 275.00 4.13
f. Boulders (60 - 100 kg.) cu.m. 1.05 730.00 766.50
Miscellaneous (1% of Materials) 14.61

Sub - Total for F 1,475.38

G. Direct Unit Cost (E + F) 3,335.81
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 300.22
I. Contractor's Profit (CP) 8% of G 266.86
J. Value Added Tax (VAT) 12% of (G + H + I) 468.35
K. Total Unit Cost (G + H + I + J) 4,371.24
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 505(8) Grouted Riprap (Class D)

Unit of Measurement : cu.m.
Output per hour : 0.50

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. One Bagger Mixer 1 1 172.00 172.00

b. Water Truck (1000 gal.) 1 0.05 1,065.00 53.25
c. Backhoe (Wheel Type 0.28 cu.m.) 1 1 840.00 840.00
Minor Tools (5% of Labor) 25.72

Sub - Total for B 1,090.97

C. Total (A + B) 1,605.32
D. Output per hour = 0.50 cu.m.
E. Direct Unit Cost (C ÷ D) 3,210.64
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

a. Cement bag 1.80 220.00 396.00

b. Sand cu.m. 0.15 850.00 127.50
c. Gravel Fill cu.m. 0.015 650.00 9.75
d. Weep Holes (PVC) l.m. 0.30 144.67 43.40
e. Filter Cloth sq.m. 0.015 275.00 4.13
f. Boulders (100 - 200 kg.) cu.m. 1.05 650.00 682.50
Miscellaneous (1% of Materials) 12.63

Sub - Total for F 1,275.91

G. Direct Unit Cost (E + F) 4,486.54
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 403.79
I. Contractor's Profit (CP) 8% of G 358.92
J. Value Added Tax (VAT) 12% of (G + H + I) 629.91
K. Total Unit Cost (G + H + I + J) 5,879.17
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 505(9) Filter Layer of Granular Material

Unit of Measurement : cu.m.
Output per hour : 1.00

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 1 1 79.70 79.70
c. Laborer 2 1 61.44 122.88

Sub - Total for A 311.77

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

Minor Tools (10% of Labor) 31.18

Sub - Total for B 31.18

C. Total (A + B) 342.95
D. Output per hour = 1.00 cu.m.
E. Direct Unit Cost (C ÷ D) 342.95
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

a. Granular Materials cu.m. 1.05 900.00 945.00

Sub - Total for F 945.00

G. Direct Unit Cost (E + F) 1,287.95
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 115.92
I. Contractor's Profit (CP) 8% of G 103.04
J. Value Added Tax (VAT) 12% of (G + H + I) 180.83
K. Total Unit Cost (G + H + I + J) 1,687.73
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 506 Stone Masonry

Unit of Measurement : cu.m.
Output per hour : 1.5625

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 8 1 61.44 491.52

Sub - Total for A 760.11

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. One Bagger Mixer 1 1 172.00 172.00

b. Water Truck (1000 gal.) 1 0.05 1,065.00 53.25
c. Backhoe (Wheel Type 0.28 cu.m.) 1 0.10 840.00 84.00
Minor Tools (10% Labor) 76.01

Sub - Total for B 385.26

C. Total (A + B) 1,145.37
D. Output per hour =1.5625 cu.m.
E. Direct Unit Cost (C ÷ D) 733.04
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

a. Cement bag 5.50 220.00 1,210.00

b. Sand cu.m. 0.30 850.00 255.00
c. Gravel Fill cu.m. 0.02 650.00 13.00
d. Weep Holes (PVC) l.m. 0.30 144.67 43.40
e. Filter Cloth sq.m. 0.015 275.00 4.13
f. Boulders cu.m. 1.05 920.00 966.00
Miscellaneous (1% of Materials) 24.92

Sub - Total for F 2,516.44

G. Direct Unit Cost (E + F) 3,249.48
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 292.45
I. Contractor's Profit (CP) 8% of G 259.96
J. Value Added Tax (VAT) 12% of (G + H + I) 456.23
K. Total Unit Cost (G + H + I + J) 4,258.12
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 507 Rubble Concrete

Unit of Measurement : cu.m.
Output per hour : 1.40

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 8 1 61.44 491.52

Sub - Total for A 760.11

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. One Bagger Mixer 1 1 172.00 172.00

b. Water Truck (1000 gal.) 1 0.05 1,065.00 53.25
c. Backhoe (Wheel Type 0.28 cu.m.) 1 0.10 840.00 84.00
Minor Tools (10% Labor) 76.01

Sub - Total for B 385.26

C. Total (A + B) 1,145.37
D. Output per hour = 1.40 cu.m.
E. Direct Unit Cost (C ÷ D) 818.12
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

a. Cement bag 4.20 220.00 924.00

b. Sand cu.m. 0.2625 850.00 223.13
c. Gravel Fill cu.m. 0.02 650.00 13.00
d. Weep Holes (PVC) l.m. 0.30 144.67 43.40
e. Filter Cloth sq.m. 0.015 275.00 4.13
f. Boulders cu.m. 0.63 810.00 510.30
g. Gravel cu.m. 0.525 650.00 341.25
Miscellaneous (2% of Materials) 36.72
Note:
60% Boulder
50% Class "B" Concrete (w/ side forms only)

Sub - Total for F 2,095.92

G. Direct Unit Cost (E + F) 2,914.04
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 262.26
I. Contractor's Profit (CP) 8% of G 233.12
J. Value Added Tax (VAT) 12% of (G + H + I) 409.13
K. Total Unit Cost (G + H + I + J) 3,818.56
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 508 Hand Laid Rock Embankment

Unit of Measurement : cu.m.
Output per hour : 3.125

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 8 1 61.44 491.52

Sub - Total for A 760.11

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

Minor Tools (10% of Labor) 76.01

Sub - Total for B 76.01

C. Total (A + B) 836.12
D. Output per hour = 3.125 cu.m.
E. Direct Unit Cost (C ÷ D) 267.56
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

a. Boulders cu.m. 1.05 920.00 966.00

Sub - Total for F 966.00

G. Direct Unit Cost (E + F) 1,233.56
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 111.02
I. Contractor's Profit (CP) 8% of G 98.68
J. Value Added Tax (VAT) 12% of (G + H + I) 173.19
K. Total Unit Cost (G + H + I + J) 1,616.46
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 509(a) Timber Sheet Pile

Unit of Measurement : l.m.
Output per hour : 4.00

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 1 1 79.70 79.70
c. Laborer 2 1 61.44 122.88

Sub - Total for A 311.77

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Crawler Crane (45 T) 1 1 1,772.00 1,772.00

b. Drop Hammer (15 T) 1 1 200.00 200.00
Minor Tools (10% of Labor) 31.18

Sub - Total for B 2,003.18

C. Total (A + B) 2,314.95
D. Output per hour = 4.00 l.m.
E. Direct Unit Cost (C ÷ D) 578.74
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

a. Timber Sheet Piles, ave. dia. 395mm bd.ft. 52.25 40.00 2,090.00
b. Coco Log - 2 uses m. 1.00 350.00 175.00
c. Lumber (Falsework) - 4 uses bd.ft. 16.00 40.00 160.00
d. Nail/Spike (1 kg./100 bd.ft. of Lumber) kg. 0.16 68.00 10.88

Sub - Total for F 2,435.88

G. Direct Unit Cost (E + F) 3,014.62
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 271.32
I. Contractor's Profit (CP) 8% of G 241.17
J. Value Added Tax (VAT) 12% of (G + H + I) 423.25
K. Total Unit Cost (G + H + I + J) 3,950.35
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 509(b.1) Steel Sheet Pile (Slope Protection)

Unit of Measurement : l.m.
Output per hour : 10.00

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Crawler Crane (36 - 40 T) 1 1 1,729.00 1,729.00

b. Vibro Hammer (Hydraulic Operated) 1 1 1,800.00 1,800.00
c. Welding Machine (Gas Operated) 1 0.25 371.00 92.75
d. Cutting Outfit 1 0.25 45.45 11.36

Sub - Total for B 3,633.11

C. Total (A + B) 4,147.46
D. Output per hour = 10.00 l.m.
E. Direct Unit Cost (C ÷ D) 414.75
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

a. Steel Sheet Piles (48 kg./l.m.) kg. 48.00 48.00 2,304.00

Miscellaneous (3% of Materials) 69.12

Sub - Total for F 2,373.12

G. Direct Unit Cost (E + F) 2,787.87
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 250.91
I. Contractor's Profit (CP) 8% of G 223.03
J. Value Added Tax (VAT) 12% of (G + H + I) 391.42
K. Total Unit Cost (G + H + I + J) 3,653.22
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 509(b.2) Steel Sheet Pile (for Cofferdaming)

Unit of Measurement : l.m.
Output per hour : 10.00

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 514.35

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Crawler Crane (36 - 40 T) 1 1 1,729.00 1,729.00

b. Vibro Hammer (Hydraulic Operated) 1 1 1,800.00 1,800.00
c. Welding Machine 1 0.25 391.00 97.75
d. Cutting Outfit 1 0.25 45.45 11.36
e. Water Pump, 100mm suction diameter 1 1 266.25 266.25

Sub - Total for B 3,904.36

C. Total (A + B) 4,418.71
D. Output per hour = 10.00 l.m.
E. Direct Unit Cost (C ÷ D) 441.87
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

a. Steel Sheet Piles (48 kg./l.m.) kg. 48.00 48.00 2,304.00

b. Structural Steel (Walling, Bracing, kg. 4.80 48.00 230.40
Diagonal etc.)
c. (Miscellaneous 1% of Materials) 25.34

Sub - Total for F 2,559.74

G. Direct Unit Cost (E + F) 3,001.62
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 270.15
I. Contractor's Profit (CP) 8% of G 240.13
J. Value Added Tax (VAT) 12% of (G + H + I) 421.43
K. Total Unit Cost (G + H + I + J) 3,933.32
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 509(c) Concrete Sheet Pile, furnished and driven

Unit of Measurement : l.m.
Output per hour : 1.20

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 4 1 79.70 318.80
c. Laborer 6 1 61.44 368.64
Formworks
b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 4 1 61.44 245.76

Sub - Total for A 1,201.79

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Crawler Crane (45 T) 1 0.10 1,772.00 177.20

b. One Bagger Mixer 1 0.40 172.00 68.80
c. Concrete Vibrator 1 0.15 148.88 22.33
d. Water Truck (1000 gal.) 1 0.03 1,065.00 31.95
e. Bar Cutter 1 0.03 219.75 6.59
f. Bar Bender 1 0.03 351.50 10.55
g. Drop Hammer 1 0.10 200.00 20.00
h. Jack Hammer 1 0.10 514.31 51.43
i. Air Compressor (103 Hp) 1 0.10 675.00 67.50
j. Plate Compactor (5 Hp) 1 0.03 123.00 3.69
Minor Tools (5% of Labor) 60.09

Sub - Total for B 520.13

C. Total (A + B) 1,721.92
D. Output per hour = 1.20 l.m.
E. Direct Unit Cost (C ÷ D) 1,434.93
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

a. Reinforcing Steel Bar kg. 28.11 40.00 1,124.40

b. Cement bag 1.44 220.00 316.80
c. Sand cu.m. 0.08 850.00 68.00
d. Gravel cu.m. 0.15 650.00 97.50
e. Marine Plywood, 1/2" x 4' x 8' pc. 0.15 700.00 105.00
f. Lumber, 2' x 2' bd.ft. 5.90 40.00 236.00
g. # 16 GI Tie Wire (2% of RSB) kg. 0.562 47.00 26.41
h. Assorted CWN (1 kg./100 bd.ft. of Lumber) kg. 0.059 68.00 4.01
Casting Bed
a. Ready Mix Concrete cu.m 0.030 2,840.00 85.20
b. Coco Lumber - 4 uses bd.ft. 1.500 20.00 7.50
c. Base Course cu.m 0.030 530.00 15.90

Sub - Total for F 2,086.73

G. Direct Unit Cost (E + F) 3,521.66
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 316.95
I. Contractor's Profit (CP) 8% of G 281.73
J. Value Added Tax (VAT) 12% of (G + H + I) 494.44
K. Total Unit Cost (G + H + I + J) 4,614.78
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 510(1) Bed Course Granular Material

Unit of Measurement : cu.m. in-place
Output per hour : 1.25

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Laborer 4 1 61.44 245.76

Sub - Total for A 354.95

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Plate Compactor 1 1 123.00 123.00

Minor Tools (10% of Labor) 35.50

Sub - Total for B 158.50

C. Total (A + B) 513.45
D. Output per hour = 1.25 cu.m. in-place
E. Direct Unit Cost (C ÷ D) 410.76
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

a. Aggregate Subbase Course cu.m. 1.15 580.00 667.00

(w/ 15% Shrinkage Factor)

Sub - Total for F 667.00

G. Direct Unit Cost (E + F) 1,077.76
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 97.00
I. Contractor's Profit (CP) 8% of G 86.22
J. Value Added Tax (VAT) 12% of (G + H + I) 151.32
K. Total Unit Cost (G + H + I + J) 1,412.29
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 510(2) Concrete Slope Protection

Unit of Measurement : cu.m. in-place
Output per hour : 1.00

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 4 1 79.70 318.80
c. Laborer 8 1 61.44 491.52
Installation of Formworks & Rebars
a. Skilled Laborer 2 1 79.70 159.40
b. Laborer 4 1 61.44 245.76

Sub - Total for A 1,324.67

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. One Bagger Mixer 1 1 172.00 172.00

b. Water Truck (1000 gal.) 1 0.05 1,065.00 53.25
c. Backhoe (Wheel Type 0.28 cu.m.) 1 0.10 840.00 84.00
d. Concrete Vibrator 1 0.05 148.88 7.44
e. Bar Cutter 1 0.05 219.75 10.99
f. Bar Bender 1 0.05 351.50 17.58
Minor Tools (10% Labor) 132.47

Sub - Total for B 477.72

C. Total (A + B) 1,802.39
D. Output per hour = 1.00 cu.m. in-place
E. Direct Unit Cost (C ÷ D) 1,802.39
Name and Specification Unit Quantity Unit Cost Amount

F. Materials

a. Cement bag 8.40 220.00 1,848.00

b. Sand cu.m. 0.50 850.00 425.00
c. Weep Holes (PVC) l.m. 0.21 144.67 30.38
d. Filter Cloth sq.m. 0.015 275.00 4.13
e. Gravel cu.m. 1 650.00 650.00
f. Granular Filter cu.m. 0.016 650.00 10.40
f. Reinforcing Steel Bar kg. * 26.03 40.00 1,041.20
g. Marine Plywood 1/2" x 4' x 8' - 4 uses pc. 0.48 700.00 84.00
h. Lumber - 4 uses bd.ft. 18.76 40.00 187.60
i. #16 GI Tie Wire (2% of RSB) kg. 0.521 47.00 24.49
j. Assorted CWN (1 kg./100 bd.ft. of Lumber) kg. 0.188 68.00 12.78

Sub - Total for F 4,317.98

G. Direct Unit Cost (E + F) 6,120.37
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 550.83
I. Contractor's Profit (CP) 8% of G 489.63
J. Value Added Tax (VAT) 12% of (G + H + I) 859.30
K. Total Unit Cost (G + H + I + J) 8,020.13
* Note: RSB quantity is variable based on approved plan.
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 511(1) Gabions

Unit of Measurement : cu.m.
Output per hour : 2.50

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 8 1 61.44 491.52

Sub - Total for A 760.11

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

Note: Exclude Excavation Works

Backhoe excluded, excavation should be separate as the
quantity is variable.

Sub - Total for B 0.00

C. Total (A + B) 760.11
D. Output per hour = 2.50 cu.m.
E. Direct Unit Cost (C ÷ D) 304.04
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

a. Gabion Wire Mesh (1 x 1 x 2) pc. 0.50 2,900.00 1,450.00

(w/ complete accessories)
b. Boulders cu.m. 1.05 920.00 966.00

Sub - Total for F 2,416.00

G. Direct Unit Cost (E + F) 2,720.04
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 244.80
I. Contractor's Profit (CP) 8% of G 217.60
J. Value Added Tax (VAT) 12% of (G + H + I) 381.89
K. Total Unit Cost (G + H + I + J) 3,564.35
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 511(2) Mattresses

Unit of Measurement : cu.m.
Output per hour : 3.125

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 8 1 61.44 491.52

Sub - Total for A 760.11

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

Note: Exclude Excavation Works

Backhoe excluded, excavation should be separate as the
quantity is variable.

Sub - Total for B 0.00

C. Total (A + B) 760.11
D. Output per hour = 3.125 cu.m.
E. Direct Unit Cost (C ÷ D) 243.24
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

a. Mattresses (6 x 2 x 0.3 ) pc. 0.28 5,000.00 1,400.00

(w/ complete accessories)
b. Boulders cu.m. 1.05 920.00 966.00

Sub - Total for F 2,366.00

G. Direct Unit Cost (E + F) 2,609.24
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 234.83
I. Contractor's Profit (CP) 8% of G 208.74
J. Value Added Tax (VAT) 12% of (G + H + I) 366.34
K. Total Unit Cost (G + H + I + J) 3,419.14
 DETAILED UNIT PRICE ANALYSIS (DUPA)

Item No./Description : 511(3) Filter Cloth

Unit of Measurement : sq.m.
Output per hour : 100.00

Designation No. of Person No. of Hours Hourly Rate Amount

A. Labor

a. Construction Foreman 1 1 109.19 109.19

b. Skilled Laborer 2 1 79.70 159.40
c. Laborer 8 1 61.44 491.52

Sub - Total for A 760.11

Name and Capacity No of Units No. of Hours Hourly Rate Amount
B. Equipment

a. Cargo Truck (10 T) 1 0.25 1,102.00 275.50

Sub - Total for B 275.50

C. Total (A + B) 1,035.61
D. Output per hour = 100.00 sq.m.
E. Direct Unit Cost (C ÷ D) 10.36
Name and Specification Unit Quantity Unit Cost Amount
F. Materials

a. Filter Cloth sq.m. 1.05 275.00 288.75

Miscellaneous (5% of Materials) 14.44

Sub - Total for F 303.19

G. Direct Unit Cost (E + F) 313.54
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G 28.22
I. Contractor's Profit (CP) 8% of G 25.08
J. Value Added Tax (VAT) 12% of (G + H + I) 44.02
K. Total Unit Cost (G + H + I + J) 410.87