cost sheets (road construction) dupa
TRANSCRIPT
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8/11/2019 Cost Sheets (Road Construction) DUPA
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Item No./Description : 100(1) Clearing & Grubbing (with Stripping)
Unit of Measurement : sq.m.
Output per hour : 500.00
A. Labor
1 1 109.19
2 1 61.44
B. Equipment
a. Dump Truck (10 cu.m.) 2 1 1,352.00
b. Payloader (1.50 cu.m.) 1 1 1,733.00
c. Bulldozer (155 Hp), D65A-8 1 1 2,299.00
(Hauling Distance - within three (3) km.)
Assumed 150mm cut
C.
D.
E. Direct Unit Cost (C D)
F. Materials
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)
Output per hour = 500.00 sq.m.
Name and Specification Unit Quantity Unit Cost
a. Construction Foreman
b. Laborer
Sub - Total for A
Sub - Total for F
Sub - Total for B
Name and Capacity No of Units No. of Hours Hourly Rate
DETAILED UNIT PRICE ANALYSIS (DUPA)
Designation No. of Person No. of Hours Hourly Rate
Total (A + B)
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Item No./Description : 100(2)b
Unit of Measurement : ea.
Output per hour : 1.00
A. Labor
a. Construction Foreman 1 1 109.19
1 1 79.70
2 1 61.44
B. Equipment
a. Backhoe (0.80 cu.m.) 1 0.50 1,537.00
b. Dump Truck (10 cu.m.) 1 0.50 1,352.00
c. Chain Saw 1 0.50 121.50
Minor Tools (5% of labor)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
a. Rope, 1" dia. m. 20.00 3.50
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)
Unit Cost
Sub - Total for F
Total (A + B)
Output per hour = 1.00 ea.
Name and Specification Unit Quantity
c. Laborer
* Boom Truck - if necessary for trimming in Urban
Areas
Sub - Total for A
Name and Capacity No of Units No. of Hours Hourly Rate
Individual Removal of Trees (small b, 301-500mm )
Sub - Total for B
b. Skilled Laborer
Designation No. of Person No. of Hours Hourly Rate
DETAILED UNIT PRICE ANALYSIS (DUPA)
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Item No./Description : 100(3)a
Unit of Measurement : ea.
Output per hour : 0.25
A. Labor
a. Construction Foreman 1 1 109.19
1 1 79.70
2 1 61.44
B. Equipment
a. Backhoe (0.80 cu.m.) 1 1 1,537.00
b. Dump Truck (10 cu.m.) 1 1 1,352.00
c. Chain Saw 1 1 121.50
Minor Tools (5% of labor)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
a. Rope, 1" dia. m. 20.00 3.50
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)
Output per hour = 0.25 ea.
Name and Specification Unit Quantity Unit Cost
b. Skilled Laborer
c. Laborer
* Boom Truck - if necessary for trimming in Urban
Areas
Sub - Total for BTotal (A + B)
Sub - Total for A
Name and Capacity No of Units No. of Hours Hourly Rate
Sub - Total for F
Hourly Rate
DETAILED UNIT PRICE ANALYSIS (DUPA)
Individual Removal of Trees (large a, 501-750mm )
Designation No. of Person No. of Hours
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Item No./Description : 100(3)b
Unit of Measurement : ea.
Output per hour : 0.125
A. Labor
a. Construction Foreman 1 1 109.19
1 1 79.70
2 1 61.44
B. Equipment
a. Backhoe (0.80 cu.m.) 1 1 1,537.00
b. Dump Truck (10 cu.m.) 1 1 1,352.00
c. Chain Saw 1 1 121.50
Minor Tools (5% of labor)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
a. Rope, 1" dia. m. 20.00 3.50
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)
Total (A + B)
Output per hour = 0.125 ea.
Name and Specification Unit Quantity Unit Cost
Sub - Total for F
* Boom Truck - if necessary for trimming in Urban
Areas
Sub - Total for A
Name and Capacity No of Units No. of Hours Hourly Rate
Sub - Total for B
b. Skilled Laborer
c. Laborer
Designation No. of Person No. of Hours Hourly Rate
DETAILED UNIT PRICE ANALYSIS (DUPA)
Individual Removal of Trees (large b, 751-900mm )
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Item No./Description : 101(1)
Unit of Measurement : cu.m.
Output per hour : 10.00
A. Labor
a. Construction Foreman 1 1 109.19
b. Skilled Laborer 1 1 79.70
c. Laborer 2 1 61.44
B. Equipment
a. Backhoe (0.80 cu.m.) 1 1 1,537.00
b. Dump Truck (10 cu.m.) 1 1 1,352.00
Minor Tools (10% of Labor)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
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)
Sub - Total for F
Total (A + B)
Output per hour = 10.00 cu.m.
Name and Specification Unit Quantity
No of Units No. of Hours Hourly Rate
Unit Cost
Sub - Total for B
Sub - Total for A
Removal of Structures and Obstruction (other than concrete)
Name and Capacity
Designation No. of Person No. of Hours Hourly Rate
DETAILED UNIT PRICE ANALYSIS (DUPA)
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K. Total Unit Cost (G + H + I + J)
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Item No./Description : 101(2)
Unit of Measurement : cu.m.
Output per hour : 1.00
A. Labor
a. Construction Foreman 1 1 109.19
2 1 79.70
4 1 61.44
B. Equipment
a. Backhoe w/ Breaker (0.80 cu.m.) 1 0.50 2,074.95
b. Jackhammer 2 1 514.31
c. Air Compressor (103 Hp) 1 1 675.00
d. Dump Truck (10 cu.m.) 1 0.125 1,352.00
e. Payloader (1.50 cu.m.) 1 0.125 1,733.00
f. Truck Mounted Crane (35 T) 1 0.25 1,553.00
g. Cutting Outfit 1 1 45.00
* Disposal area (within three (3) km.)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
a. Oxy/Acytelene set 0.10 2,500.00
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)
Output per hour = 1.00 cu.m.
Name and Specification Unit
Name and Capacity No of Units
Sub - Total for F
Total (A + B)
Quantity Unit Cost
Sub - Total for B
b. Skilled Laborer
c. Laborer
No. of Person No. of Hours Hourly Rate
No. of Hours Hourly Rate
Designation
DETAILED UNIT PRICE ANALYSIS (DUPA)
Removal of Concrete Bridge Structures
Sub - Total for A
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K. Total Unit Cost (G + H + I + J)
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Item No./Description : 101(2)
Unit of Measurement : kg.
Output per hour : 1,000.00
A. Labor
a. Construction Foreman 1 1 109.19
2 1 79.70
4 1 61.44
B. Equipment
a. Service Truck/Cargo Truck 1 1 712.00
b. Welding Machine 1 1 391.00
c. Truck Mounted Crane (35 T) 1 1 1,553.00
d. Cutting Outfit 1 1 45.00
Minor Tools (10% of Labor)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
a. Oxy/Acytelene set 0.00025 2,500.00
b. Welding Rod kg. 0.002 90.00
c. Rope 1" dia. m. 0.05 3.50
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)
* Include shoring materials if needed based on
actual field condition
Sub - Total for F
Total (A + B)
Output per hour = 1000.00 kg.
Name and Specification Unit Quantity Unit Cost
Sub - Total for B
Sub - Total for A
Name and Capacity No of Units No. of Hours
Hourly Rate
Hourly Rate
b. Skilled Laborer
c. Laborer
Removal of Steel Bridge Structures
Designation No. of Person No. of Hours
DETAILED UNIT PRICE ANALYSIS (DUPA)
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K. Total Unit Cost (G + H + I + J)
Item No./Description : 101(2) Removal of Stone Masonry Lined Drainage Structures
Unit of Measurement : cu.m.
Output per hour : 5.00
A. Labor
a. Construction Foreman 1 1 109.19
2 1 79.70
4 1 61.44
B. Equipment
a. Backhoe w/ Breaker (0.80 cu.m.) 1 0.50 2,074.95
b. Backhoe (0.80 cu.m.) 1 0.50 1,537.00
c. Dump Truck (10 cu.m.) 1 0.25 1,352.00
* Disposal area (within three (3) km.)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G
I. Contractor's Profit (CP) 8% of G
No. of Hours Hourly Rate
Sub - Total for B
Name and Specification Unit Quantity
Output per hour = 5.00 cu.m.
Sub - Total for F
Designation No. of Person No. of Hours
Total (A + B)
Name and Capacity No of Units
b. Skilled Laborer
c. Laborer
Sub - Total for A
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
Hourly Rate
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J. Value Added Tax (VAT) 12% of (G + H + I)
K. Total Unit Cost (G + H + I + J)
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Item No./Description : 101(2) Removal of Concrete Drainage Structures
Unit of Measurement : cu.m.
Output per hour : 2.00
A. Labor
a. Construction Foreman 1 1 109.19
2 1 79.70
4 1 61.44
B. Equipment
a. Backhoe w/ Breaker (0.80 cu.m.) 1 0.50 2,074.95
b. Backhoe (0.80 cu.m.) 1 0.50 1,537.00
d. Dump Truck (10 cu.m.) 1 0.125 1,352.00
e. Cutting Outfit 1 1 45.00
* Disposal area (within three (3) km.)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
a. Oxy/Acetylene set 0.10 2,500.00
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)
Name and Capacity No of Units No. of Hours Hourly Rate
Sub - Total for B
Sub - Total for F
Name and Specification Unit Quantity Unit Cost
Sub - Total for A
Output per hour = 2.00 cu.m.
Total (A + B)
Hourly Rate
b. Skilled Laborer
c. Laborer
Designation No. of Person No. of Hours
DETAILED UNIT PRICE ANALYSIS (DUPA)
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K. Total Unit Cost (G + H + I + J)
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Item No./Description : 101(2)a Removal of RCPC (24" dia.) - 610mm
Unit of Measurement : l.m.
Output per hour : 6.00
A. Labor
a. Construction Foreman 1 1 109.19
2 1 61.44
B. Equipment
a. Backhoe (0.80 cu.m.) 1 1 1,537.00
b. Boom Truck 1 0.50 961.20
Minor Tools (10 % of Labor)
Note: Exclude Excavation Works
* Disposal area (within three (3) km.)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
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)
Sub - Total for BTotal (A + B)
Output per hour = 6.00 l.m.
Sub - Total for F
Name and Specification Unit
Sub - Total for A
No. of Person No. of Hours Hourly Rate
b. Laborer
DETAILED UNIT PRICE ANALYSIS (DUPA)
Name and Capacity
Quantity
No of Units No. of Hours Hourly Rate
Unit Cost
Designation
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K. Total Unit Cost (G + H + I + J)
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Item No./Description : 101(2)b
Unit of Measurement : l.m.
Output per hour : 5.00
A. Labor
a. Construction Foreman 1 1 109.19
2 1 61.44
B. Equipment
a. Backhoe (0.80 cu.m.) 1 1 1,537.00
b. Boom Truck 1 0.50 961.20
Minor Tools (10 % of Labor)
Note: Exclude Excavation Works
* Disposal area (within three (3) km.)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
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)
Hourly Rate
Sub - Total for F
Sub - Total for BTotal (A + B)
Output per hour = 5.00 l.m.
Sub - Total for A
Name and Specification Unit Cost
b. Laborer
DETAILED UNIT PRICE ANALYSIS (DUPA)
Removal of RCPC (30" dia.) - 760mm
Designation No. of Person No. of Hours Hourly Rate
Unit Quantity
Name and Capacity No of Units No. of Hours
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K. Total Unit Cost (G + H + I + J)
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Item No./Description : 101(2)c
Unit of Measurement : l.m.
Output per hour : 4.00
A. Labor
a. Construction Foreman 1 1 109.19
2 1 61.44
B. Equipment
a. Backhoe (0.80 cu.m.) 1 1 1,537.00
b. Boom Truck 1 0.50 961.20
Minor Tools (10 % of Labor)
Note: Exclude Excavation Works
* Disposal area (within three (3) km.)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
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)
Sub - Total for BTotal (A + B)
Quantity
Sub - Total for F
Unit Cost
b. Laborer
DETAILED UNIT PRICE ANALYSIS (DUPA)
Removal of RCPC (36" dia.) - 910mm
Sub - Total for A
Designation No. of Person
Hourly Rate
No. of Hours Hourly Rate
Name and Specification Unit
No. of Hours
Output per hour = 4.00 l.m.
Name and Capacity No of Units
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K. Total Unit Cost (G + H + I + J)
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Item No./Description : 101(2)d
Unit of Measurement : l.m.
Output per hour : 4.00
A. Labor
a. Construction Foreman 1 1 109.19
2 1 61.44
B. Equipment
a. Backhoe (0.80 cu.m.) 1 1 1,537.00
b. Boom Truck 1 0.50 961.20
Minor Tools (10 % of Labor)
Note: Exclude Excavation Works
* Disposal area (within three (3) km.)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
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)
Sub - Total for F
Name and Specification Unit Quantity Unit Cost
Designation No. of Person No. of Hours
Name and Capacity No of Units No. of Hours
Output per hour = 4.00 l.m.
Sub - Total for BTotal (A + B)
Hourly Rate
Hourly Rate
Sub - Total for A
DETAILED UNIT PRICE ANALYSIS (DUPA)
b. Laborer
Removal of RCPC (42" dia.) - 1070mm
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K. Total Unit Cost (G + H + I + J)
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Item No./Description : 101(2)e
Unit of Measurement : l.m.
Output per hour : 3.00
A. Labor
a. Construction Foreman 1 1 109.19
2 1 61.44
B. Equipment
a. Backhoe (0.80 cu.m.) 1 1 1,537.00
b. Boom Truck 1 0.50 961.20
Minor Tools (10 % of Labor)
Note: Exclude Excavation Works
* Disposal area (within three (3) km.)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
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)
Name and Capacity No of Units No. of Hours Hourly Rate
Sub - Total for F
Sub - Total for BTotal (A + B)
Output per hour = 3.00 l.m.
b. Laborer
DETAILED UNIT PRICE ANALYSIS (DUPA)
Removal of RCPC (48" dia.) - 1220mm
Name and Specification Unit Quantity Unit Cost
Designation No. of Person No. of Hours Hourly Rate
Sub - Total for A
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K. Total Unit Cost (G + H + I + J)
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Item No./Description : 101(2)f
Unit of Measurement : l.m.
Output per hour : 2.00
A. Labor
a. Construction Foreman 1 1 109.19
2 1 61.44
B. Equipment
a. Backhoe (0.80 cu.m.) 1 1 1,537.00
b. Boom Truck 1 0.50 961.20
Minor Tools (10 % of Labor)
Note: Exclude Excavation Works
* Disposal area (within three (3) km.)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
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)
No of Units No. of Hours Hourly Rate
Sub - Total for BTotal (A + B)
Output per hour = 2.00 l.m.
Name and Specification Unit
Designation No. of Person No. of Hours Hourly Rate
Sub - Total for F
Sub - Total for A
Name and Capacity
b. Laborer
DETAILED UNIT PRICE ANALYSIS (DUPA)
Removal of RCPC (60" dia.) - 1520mm
Quantity Unit Cost
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Item No./Description : 101(2)g Removal of Pipes other than Pipe Culverts (PVC/GI/Asbestos, up to 200m
Unit of Measurement : ea.
Output per hour : 2.00
A. Labor
a. Construction Foreman 1 1 109.19
1 1 79.70
2 1 61.44
B. Equipment
a. Cargo Truck (10 T) 1 0.25 1,102.00
Minor Tools (10% of Labor)
Note: Exclude Excavation Works
* Disposal area (within three (3) km.)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
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)
Sub - Total for F
Sub - Total for B
Name and Specification Unit Quantity Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
Designation
Sub - Total for A
Output per hour = 2.00 ea.
No of Units No. of Hours Hourly Rate
No. of Person No. of Hours Hourly Rate
c. Laborer
Total (A + B)
Name and Capacity
b. Skilled Laborer
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Item No./Description : 101(3)a.1
Unit of Measurement : sq.m.
Output per hour : 40.00
A. Labor
a. Construction Foreman 1 1 109.19
2 1 61.44
B. Equipment
a. Backhoe w/ Pavement Breaker (0.80 cu.m.) 1 1 2,074.95
b. Payloader (1.50 cu.m.), LX80-2C 1 1 1,733.00
c. Dump Truck (10 cu.m.) 1 0.50 1,352.00
Minor Tools (10% of Labor)
* Disposal area (within three (3) km.)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
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)
Sub - Total for F
Name and Capacity No of Units No. of Hours Hourly Rate
Sub - Total for B
Name and Specification Unit Quantity Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
Removal of Existing Concrete Pavement (0.23m thk.)
Output per hour = 40.00 sq.m.
Hourly Rate
b. Laborer
Total (A + B)
Sub - Total for A
No. of HoursNo. of PersonDesignation
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Item No./Description : 101(3)a.2
Unit of Measurement : sq.m.
Output per hour : 30.00
A. Labor
a. Construction Foreman 1 1 109.19
2 1 61.44
B. Equipment
a. Backhoe w/ Pavement Breaker (0.80 cu.m.) 1 1 2,074.95
b. Payloader (1.50 cu.m.), LX80-2C 1 1 1,733.00
c. Dump Truck (10 cu.m.) 1 0.50 1,352.00
d. Concrete Saw, Blade 14" (7.5 Hp) 1 0.50 167.38
Minor Tools (10% of Labor)
* Disposal area (within three (3) km.)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
a. Concrete Saw (diamond blade 14") pc. 0.00015 8,000.00
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)
Sub - Total for F
Name and Capacity No of Units No. of Hours Hourly Rate
Sub - Total for BTotal (A + B)
Name and Specification Unit Quantity Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
Removal of Existing PCC Pavement, 0.23m thk. (for Reblocking at intermitt
Sub - Total for A
Output per hour = 30.00 sq.m.
Designation No. of Person
b. Laborer
No. of Hours Hourly Rate
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Item No./Description : 101(3)b
Unit of Measurement : sq.m.
Output per hour : 60.00
A. Labor
a. Construction Foreman 1 1 109.19
2 1 61.44
B. Equipment
a. Motorized Road Grader w/ Scarifier, G710A 1 1 2,173.00
b. Payloader (1.50 cu.m.), LX80-2C 1 1 1,733.00
c. Dump Truck (10 cu.m.) 1 0.50 1,352.00
Minor Tools (10% of Labor)
* Disposal area (within three (3) km.)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
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)
Name and Capacity No of Units No. of Hours Hourly Rate
Sub - Total for F
Quantity Unit Cost
Sub - Total for BTotal (A + B)
Output per hour = 60.00 sq.m.
Hourly Rate
b. Laborer
DETAILED UNIT PRICE ANALYSIS (DUPA)
Removal of Existing Asphalt Pavement (100mm thk.)
Sub - Total for A
Name and Specification Unit
Designation No. of Person No. of Hours
-
8/11/2019 Cost Sheets (Road Construction) DUPA
30/547
Item No./Description : 101(3)c
Unit of Measurement : sq.m.
Output per hour : 60.00
A. Labor
a. Construction Foreman 1 1 109.19
b. Laborer 2 1 61.44
B. Equipment
a. Backhoe w/ Pavement Breaker (0.80 cu.m.) 1 0.50 2,074.95
b. Backhoe (0.80 cu.m.) 1 0.50 1,537.00
c. Dump Truck (10 cu.m.) 1 0.50 1,352.00
* Disposal area (within three (3) km.)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
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)
Total (A + B)
Output per hour = 60.00 sq.m.
Hourly Rate
Sub - Total for F
Name and Specification Unit Quantity Unit Cost
Sub - Total for A
Name and Capacity No of Units No. of Hours
Sub - Total for B
DETAILED UNIT PRICE ANALYSIS (DUPA)
Removal of Sidewalk
Designation No. of Person No. of Hours Hourly Rate
-
8/11/2019 Cost Sheets (Road Construction) DUPA
31/547
Item No./Description : 101(4)a
Unit of Measurement : l.m.
Output per hour : 50.00
A. Labor
a. Construction Foreman 1 1 109.19
b. Laborer 2 1 61.44
B. Equipment
a. Backhoe w/ Breaker (0.80 cu.m.) 1 0.50 2,074.95
b. Backhoe (0.80 cu.m.) 1 0.50 1,537.00
c. Dump Truck (10 cu.m.) 1 0.50 1,352.00
* Disposal area (within three (3) km.)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
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)
Sub - Total for B
Name and Capacity No of Units No. of Hours Hourly Rate
Sub - Total for F
Name and Specification Unit Quantity Unit Cost
Designation No. of Person No. of Hours Hourly Rate
Sub - Total for A
Total (A + B)
Output per hour = 50.00 l.m.
DETAILED UNIT PRICE ANALYSIS (DUPA)
Removal of Curb
-
8/11/2019 Cost Sheets (Road Construction) DUPA
32/547
Item No./Description : 101(4)b
Unit of Measurement : l.m.
Output per hour : 30.00
A. Labor
a. Construction Foreman 1 1 109.19
b. Laborer 2 1 61.44
B. Equipment
a. Backhoe w/ Breaker (0.80 cu.m.) 1 0.50 2,074.95
b. Backhoe (0.80 cu.m.) 1 0.50 1,537.00
c. Dump Truck (10 cu.m.) 1 0.50 1,352.00
* Disposal area (within three (3) km.)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
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)
Sub - Total for F
Name and Capacity No of Units No. of Hours Hourly Rate
Sub - Total for BTotal (A + B)
Output per hour = 30.00 l.m.
Name and Specification Unit Quantity Unit Cost
Removal of Curb & Gutter
Sub - Total for A
No. of Person No. of Hours Hourly RateDesignation
DETAILED UNIT PRICE ANALYSIS (DUPA)
-
8/11/2019 Cost Sheets (Road Construction) DUPA
33/547
Item No./Description : 102(1)
Unit of Measurement : cu.m.
Output per hour : 20.00
A. Labor
a. Construction Foreman 1 1 109.19
b. Laborer 3 1 61.44
B. Equipment
a. Dump Truck (10 cu.m.) 2 1 1,352.00
b. Backhoe (0.80 cu.m.) 1 1 1,537.00
c. Payloader (1.50 cu.m.) at disposal site 1 0.10 1,733.00
Minor Tools (10% of Labor)
* Disposal area (within three (3) km.)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
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)
Sub - Total for F
Name and Specification
DETAILED UNIT PRICE ANALYSIS (DUPA)
Roadway Excavation (Unsuitable)
Designation No. of Person No. of Hours Hourly Rate
Unit CostUnit Quantity
Sub - Total for A
Name and Capacity No of Units No. of Hours Hourly Rate
Sub - Total for BTotal (A + B)
Output per hour = 20.00 cu.m.
-
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Item No./Description : 102(2)a
Unit of Measurement : cu.m.
Output per hour : 60.00
A. Labor
a. Construction Foreman 1 1 109.19
b. Laborer 2 1 61.44
B. Equipment
a. Bulldozer (155 Hp), D65A-8 1 1 2,299.00
b. Payloader (1.50 cu.m.) 1 1 1,733.00
c. Payloader (1.50 cu.m.) - at disposal area 1 0.25 1,733.00
d. Dump Truck (10 cu.m.) 2 1 1,352.00
(Hauling Distance - within three (3) km.)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
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)
Unit Cost
Sub - Total for F
DETAILED UNIT PRICE ANALYSIS (DUPA)
Roadway Excavation (Surplus Common)
Designation No. of Person No. of Hours Hourly Rate
Sub - Total for A
Name and Capacity No of Units No. of Hours Hourly Rate
Sub - Total for BTotal (A + B)
Output per hour = 60.00 cu.m.
Name and Specification Unit Quantity
-
8/11/2019 Cost Sheets (Road Construction) DUPA
35/547
109.19
122.88
232.07
2,704.00
1,733.00
2,299.00
6,736.00
6,968.07
13.94
0.00
13.94
1.25
1.11
1.96
18.26
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
36/547
109.19
79.70
122.88
311.77
768.50
676.00
60.75
15.59
1,520.84
1,832.61
610.87
70.00
70.00
680.87
61.28
54.47
95.59
892.21
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
37/547
109.19
79.70
122.88
311.77
768.50
676.00
60.75
15.59
1,520.84
1,832.61
1,832.61
70.00
70.00
1,902.61
171.23
152.21
267.13
2,493.18
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
38/547
109.19
79.70
122.88
311.77
1,537.00
1,352.00
121.50
15.59
3,026.09
3,337.86
13,351.43
70.00
70.00
13,421.43
1,207.93
1,073.71
1,884.37
17,587.45
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
39/547
109.19
79.70
122.88
311.77
1,537.00
1,352.00
121.50
15.59
3,026.09
3,337.86
26,702.87
70.00
70.00
26,772.87
2,409.56
2,141.83
3,758.91
35,083.17
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
40/547
109.19
79.7
122.88
311.77
1,537.00
1,352.00
31.18
2,920.18
3,231.95
323.19
0.00
323.19
29.09
25.86
45.38
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
41/547
423.51
-
8/11/2019 Cost Sheets (Road Construction) DUPA
42/547
109.19
159.40
245.76
514.35
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
250.00
250.00
4,324.32
389.19
345.95
607.13
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
43/547
5,666.59
-
8/11/2019 Cost Sheets (Road Construction) DUPA
44/547
109.19
159.40
245.76
514.35
712.00
391.00
1,553.00
45.00
51.44
2,752.44
3,266.79
3.27
0.63
0.18
0.18
0.98
4.25
0.38
0.34
0.60
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
45/547
5.56
109.19
159.40
245.76
514.35
1,037.48
768.50
338.00
2,143.982,658.33
531.67
0.00
531.67
47.85
42.53
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
46/547
74.65
696.69
-
8/11/2019 Cost Sheets (Road Construction) DUPA
47/547
109.19
159.40
245.76
514.35
1,037.48
768.50
169.00
45.00
2,019.98
2,534.33
1,267.16
250.00
250.00
1,517.16
136.54
121.37
213.01
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
48/547
1,988.09
-
8/11/2019 Cost Sheets (Road Construction) DUPA
49/547
109.19
122.88
232.07
1,537.00
480.60
23.21
2,040.81
2,272.88
378.81
0.00
378.81
34.09
30.31
53.19
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
50/547
496.40
-
8/11/2019 Cost Sheets (Road Construction) DUPA
51/547
109.19
122.88
232.07
1,537.00
480.60
23.21
2,040.81
2,272.88
454.58
0.00
454.58
40.91
36.37
63.82
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
52/547
595.68
-
8/11/2019 Cost Sheets (Road Construction) DUPA
53/547
109.19
122.88
232.07
1,537.00
480.60
23.21
2,040.81
2,272.88
568.22
0.00
568.22
51.14
45.46
79.78
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
54/547
744.59
-
8/11/2019 Cost Sheets (Road Construction) DUPA
55/547
109.19
122.88
232.07
1,537.00
480.60
23.21
2,040.81
2,272.88
568.22
0.00
568.22
51.14
45.46
79.78
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
56/547
744.59
-
8/11/2019 Cost Sheets (Road Construction) DUPA
57/547
109.19
122.88
232.07
1,537.00
480.60
23.21
2,040.81
2,272.88
757.63
0.00
757.63
68.19
60.61
106.37
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
58/547
992.79
-
8/11/2019 Cost Sheets (Road Construction) DUPA
59/547
109.19
122.88
232.07
1,537.00
480.60
23.21
2,040.81
2,272.88
1,136.44
0.00
1,136.44
102.28
90.92
159.56
1,489.19
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
60/547
), L=10 ft.
109.19
79.70
122.88
311.77
275.50
31.18
306.68
618.45
309.22
0.00
309.22
27.83
24.74
43.41
405.21
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
61/547
109.19
122.88
232.07
2,074.95
1,733.00
676.00
23.21
4,507.16
4,739.23
118.48
0.00
118.48
10.66
9.48
16.63
155.26
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
62/547
109.19
122.88
232.07
2,074.95
1,733.00
676.00
83.69
23.21
4,590.85
4,822.92
160.76
1.20
1.20
161.96
14.58
12.96
22.74
212.24
Amount
Amount
ent section)
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
63/547
109.19
122.88
232.07
2,173.00
1,733.00
676.00
23.21
4,605.21
4,837.28
80.62
0.00
80.62
7.26
6.45
11.32
105.65
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
64/547
-
8/11/2019 Cost Sheets (Road Construction) DUPA
65/547
109.19
122.88
232.07
1,037.48
768.50
676.00
2,481.98
2,714.05
54.28
0.00
54.28
4.89
4.34
7.62
71.13
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
66/547
109.19
122.88
232.07
1,037.48
768.50
676.00
2,481.98
2,714.05
90.47
0.00
90.47
8.14
7.24
12.70
118.55
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
67/547
109.19
184.32
293.51
2,704.00
1,537.00
173.30
29.35
4,443.65
4,737.16
236.86
0.00
236.86
21.32
18.95
33.25
310.38
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
68/547
109.19
122.88
232.07
2,299.00
1,733.00
433.25
2,704.00
7,169.25
7,401.32
123.36
0.00
123.36
11.10
9.87
17.32
161.64
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
69/547
Item No./Description : 102(2)b
Unit of Measurement : cu.m.
Output per hour : 80.00
A. Labor
a. Construction Foreman 1 1 109.19
b. Laborer 2 1 61.44
B. Equipment
a. Bulldozer (155 Hp), D65A-8 1 1 2,299.00
b. Payloader (1.50 cu.m.) 1 1 1,733.00
c. Payloader (1.50 cu.m.) - at disposal area 1 0.30 1,733.00
d. Dump Truck (10 cu.m.) 3 1 1,352.00
e. Backhoe (0.80 cu.m.) 1 1 1,537.00
(Hauling Distance - within three (3) km.)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
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)
Unit Cost
Sub - Total for F
DETAILED UNIT PRICE ANALYSIS (DUPA)
Roadway Excavation (Surplus Common)
Designation No. of Person No. of Hours Hourly Rate
Sub - Total for A
Name and Capacity No of Units No. of Hours Hourly Rate
Sub - Total for BTotal (A + B)
Output per hour = 80.00 cu.m.
Name and Specification Unit Quantity
-
8/11/2019 Cost Sheets (Road Construction) DUPA
70/547
Item No./Description : 102(3)a
Unit of Measurement : cu.m.
Output per hour : 56.00
A. Labor
a. Construction Foreman 1 1 109.19
b. Laborer 2 1 61.44
B. Equipment
a. Bulldozer w/ Ripper (155 Hp), D65A-8 1 1 2,758.80
b. Payloader (1.50 cu.m.) 1 1 1,733.00
c. Payloader (1.50 cu.m.) at disposal area 1 0.25 1,733.00
d. Dump Truck (10 cu.m.) 2 1 1,352.00
e. Backhoe (0.80 cu.m.) w/ attachment 1 1 2,074.95
(Hauling Distance - within three (3) km.)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
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)
Unit Cost
Sub - Total for F
DETAILED UNIT PRICE ANALYSIS (DUPA)
Roadway Excavation (Surplus Soft Rock)
Designation No. of Person No. of Hours Hourly Rate
Sub - Total for A
Name and Capacity No of Units No. of Hours Hourly Rate
Sub - Total for BTotal (A + B)
Output per hour = 56.00 cu.m.
Name and Specification Unit Quantity
-
8/11/2019 Cost Sheets (Road Construction) DUPA
71/547
Item No./Description : 102(3)b
Unit of Measurement : cu.m.
Output per hour : 42.00
A. Labor
a. Construction Foreman 1 1 109.19
b. Laborer 2 1 61.44
B. Equipment
a. Bulldozer w/ Ripper (155 Hp), D65A-8 1 1 2,758.80
b. Payloader (1.50 cu.m.) 1 1 1,733.00
c. Payloader (1.50 cu.m.) at disposal area 1 0.20 1,733.00
d. Dump Truck (10 cu.m.) 2 1 1,352.00
(Hauling Distance - within three (3) km.)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
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)
Roadway Excavation (Surplus Soft Rock)
Designation No. of Person No. of Hours Hourly Rate
Sub - Total for A
Name and Capacity No of Units No. of Hours Hourly Rate
Unit Cost
Sub - Total for F
Sub - Total for BTotal (A + B)
Output per hour = 42.00 cu.m.
Name and Specification Unit Quantity
-
8/11/2019 Cost Sheets (Road Construction) DUPA
72/547
Item No./Description : 102(3)c
Unit of Measurement : cu.m.
Output per hour : 10.00
A. Labor
a. Construction Foreman (Drilling) 1 1 109.19
b. Skilled Laborer 2 1 79.70
c. Laborer 4 1 61.44
a. Construction Foreman (Blasting) 1 1 109.19
b. Skilled Laborer 1 1 79.70
c. Laborer 2 1 61.44
a. Construction Foreman (Disposal) 1 1 109.19
b Laborer 2 1 61.44
B. Equipment
a. Backhoe (0.80 cu.m.) 1 0.25 1,537.00
b. Payloader (1.50 cu.m.) 1 0.25 1,733.00
c. Payloader (1.50 cu.m.) - at disposal area 1 0.05 1,733.00
d. Dump Truck (10 cu.m.) 1 0.50 1,352.00
e. Pneumatic Drilling Machine 2 1 514.31
f. Compressor 1 1 358.00
(Hauling Distance - within three (3) km.)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
a. Dynamite kg. 0.40 280.00
b. Detonation Cord m. 2.00 80.00
c. Detonator pc. 0.15 260.00
d. Ammonium Sulfate kg. 0.20 75.00
e. Blasting Cap pc. 0.30 45.00
f. Safety Fuse m. 0.10 40.00
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)
Unit Quantity Unit Cost
Sub - Total for F
Name and Specification
Total (A + B)
Output per hour = 10.00 cu.m.
No of Units No. of Hours Hourly Rate
Hourly RateNo. of Person
Sub - Total for B
DETAILED UNIT PRICE ANALYSIS (DUPA)
Roadway Excavation (Surplus Hard Rock) - Blasting
Name and Capacity
Designation
Sub - Total for A
No. of Hours
-
8/11/2019 Cost Sheets (Road Construction) DUPA
73/547
-
8/11/2019 Cost Sheets (Road Construction) DUPA
74/547
Item No./Description : 102(4)
Unit of Measurement : cu.m.
Output per hour : 50.00
A. Labor
a. Construction Foreman 1 1 109.19
b. Laborer 2 1 61.44
B. Equipment
a. Bulldozer (155 Hp), D65A-8 1 1 2,299.00
b. Payloader (1.50 cu.m.) 1 1 1,733.00
c. Payloader (1.50 cu.m.) - at disposal area 1 0.20 1,733.00
d. Dump Truck (10 cu.m.) 2 1 1,352.00
(Hauling Distance - within three (3) km.)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
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)
DETAILED UNIT PRICE ANALYSIS (DUPA)
Name and Capacity
No. of Person No. of Hours Hourly Rate
Name and Specification
Sub - Total for F
Total (A + B)
Output per hour = 50.00 cu.m.
Sub - Total for B
No of Units No. of Hours Hourly Rate
Unit Quantity Unit Cost
Sub - Total for A
Designation
Roadway Excavation (Unclassified)
-
8/11/2019 Cost Sheets (Road Construction) DUPA
75/547
-
8/11/2019 Cost Sheets (Road Construction) DUPA
76/547
-
8/11/2019 Cost Sheets (Road Construction) DUPA
77/547
K. Total Unit Cost (G + H + I + J)
-
8/11/2019 Cost Sheets (Road Construction) DUPA
78/547
-
8/11/2019 Cost Sheets (Road Construction) DUPA
79/547
K. Total Unit Cost (G + H + I + J)
Item No./Description : 103(1)c
Unit of Measurement : cu.m.
Output per hour : 4.00
A. Labor
a. Construction Foreman 1 1 109.19
b. Laborer 3 1 61.44
B. Equipment
a. Dump Truck (10 cu.m.) 1 1 1,352.00
b. Backhoe (0.80 cu.m.) 1 0.50 1,537.00
c. Backhoe w/ Breaker (0.80 cu.m.) 1 0.50 2,074.95
Minor Tools (10% of Labor)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
G. Direct Unit Cost (E + F)
H. Overhead, Contingencies & Miscellaneous (OCM) 9% of G
I. Contractor's Profit (CP) 8% of G
No. of Person
DETAILED UNIT PRICE ANALYSIS (DUPA)
Unit CostName and Specification
No. of Hours Hourly RateNo of Units
Sub - Total for F
Unit Quantity
Total (A + B)
Output per hour = 4.00 cu.m.
Sub - Total for B
Name and Capacity
Sub - Total for A
No. of Hours Hourly RateDesignation
Structure Excavation (Solid Rock)
-
8/11/2019 Cost Sheets (Road Construction) DUPA
80/547
-
8/11/2019 Cost Sheets (Road Construction) DUPA
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Item No./Description : 103(2)a Bridge Excavation (Common Soi l)
Unit of Measurement : cu.m.
Output per hour : 20.00
A. Labor
a. Construction Foreman 1 1 109.19
1 1 79.70
2 1 61.44
B. Equipment
b. Backhoe (0.80 cu.m.) 1 1 1,537.00
b. Dump Truck (10 cu.m.) 2 1 1,352.00
Minor Tools (10% of Labor)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
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)
Unit
Sub - Total for A
No. of Hours
No of UnitsName and Capacity
Unit Cost
Sub - Total for F
Name and Specification Quantity
No. of Hours
Output per hour = 20.00 cu.m.
Sub - Total for B
Hourly Rate
Total (A + B)
Hourly RateNo. of Person
b. Skilled Laborer
c. Laborer
DETAILED UNIT PRICE ANALYSIS (DUPA)
Designation
-
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K. Total Unit Cost (G + H + I + J)
-
8/11/2019 Cost Sheets (Road Construction) DUPA
83/547
-
8/11/2019 Cost Sheets (Road Construction) DUPA
84/547
K. Total Unit Cost (G + H + I + J)
-
8/11/2019 Cost Sheets (Road Construction) DUPA
85/547
Item No./Description : 103(2)c Bridge Excavation (Sol id Rock)
Unit of Measurement : cu.m.
Output per hour : 4.00
A. Labor
a. Construction Foreman 1 1 109.19
1 1 79.70
2 1 61.44
B. Equipment
a. Backhoe (0.80 cu.m.) 1 0.50 1,537.00
b. Backhoe w/ Breaker (0.80 cu.m.) 1 0.50 2,074.95
c. Dump Truck (10 cu.m.) 1 1 1,352.00
Minor Tools (10% of Labor)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
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)
Output per hour = 4.00 cu.m.
Designation
Hourly Rate
Total (A + B)
Sub - Total for F
Unit Quantity Unit Cost
Sub - Total for B
DETAILED UNIT PRICE ANALYSIS (DUPA)
b. Skilled Laborer
No of UnitsName and Capacity
Name and Specification
c. Laborer
Sub - Total for A
No. of Person No. of Hours Hourly Rate
No. of Hours
-
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K. Total Unit Cost (G + H + I + J)
-
8/11/2019 Cost Sheets (Road Construction) DUPA
87/547
-
8/11/2019 Cost Sheets (Road Construction) DUPA
88/547
K. Total Unit Cost (G + H + I + J)
-
8/11/2019 Cost Sheets (Road Construction) DUPA
89/547
Item No./Description : 103(4) Excavation ordered below Plan Elevation
Unit of Measurement : cu.m.
Output per hour : 20.00
A. Labor
a. Construction Foreman 1 1 109.19
3 1 61.44
B. Equipment
a. Dump Truck (10 cu.m.) 2 1 1,352.00
b. Backhoe (0.80 cu.m.) 1 1 1,537.00
Minor Tools (10% of Labor)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
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)
Total (A + B)
No. of Person
Sub - Total for A
Output per hour = 20.00 cu.m.
No. of Hours
Unit Quantity
Sub - Total for B
No. of Hours
Name and Specification
Sub - Total for F
Hourly Rate
Hourly Rate
DETAILED UNIT PRICE ANALYSIS (DUPA)
Designation
Unit Cost
Name and Capacity No of Units
b. Laborer
-
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90/547
K. Total Unit Cost (G + H + I + J)
-
8/11/2019 Cost Sheets (Road Construction) DUPA
91/547
Item No./Description : 103(5)a Shoring
Unit of Measurement : l.s.
Output : 1.00
A. Labor
Note:
B. Equipment
C.
D.
E. Direct Unit Cost (C D)
F. Materials/Processed Component Pay Item
a. 404 - Reinforcing Steel Bar kg. *
b. 405 - Structural Concrete cu.m. *
c. 509 - Steel Sheet Pile l.m. *
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)
**) Costing of this item shall be based on the standard Detailed Unit Price Analysis (DUPA) of item 404/405
as processed component pay item.
Direct Unit
Cost
Output = 1.00 l.s.
Sub - Total for A
Sub - Total for BTotal (A + B)
Hourly Rate
*) The component quantity of items of work involved such as item 404/405/509 shall be based on the
Sub - Total for F
actual design of the shoring.
Name and Specification Unit Quantity
Hourly RateNo. of Hours
No. of Person No. of Hours
Name and Capacity
DETAILED UNIT PRICE ANALYSIS (DUPA)
Designation
No of Units
-
8/11/2019 Cost Sheets (Road Construction) DUPA
92/547
K. Total Unit Cost (G + H + I + J)
-
8/11/2019 Cost Sheets (Road Construction) DUPA
93/547
-
8/11/2019 Cost Sheets (Road Construction) DUPA
94/547
-
8/11/2019 Cost Sheets (Road Construction) DUPA
95/547
Item No./Description : 104(1)a
Unit of Measurement : cu.m.
Output per hour : 50.00
A. Labor
a. Construction Foreman 1 1 109.19
b. Laborer 2 1 61.44
B. Equipment
a. Motorized Road Grader, G710A 1 1 2,173.00
b. Vibratory Roller (10 m.t.), SP56 1 1 1,507.00
c. Water Truck (1000 gal.) 1 0.25 1,065.00
C.
D.
E. Direct Unit Cost (C D)
F. Materials
a. Common Borrow (w/ 25% Shrinkage Factor) cu.m. 1.25 400.00
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)
No. of Hours
Output per hour = 50.00 cu.m.
Sub - Total for F
Total (A + B)
Sub - Total for A
Name and Specification Unit Quantity Unit Cost
Sub - Total for B
No. of Hours
DETAILED UNIT PRICE ANALYSIS (DUPA)
Name and Capacity No of Units
Designation No. of Person
Embankment (from Borrow)
Hourly Rate
Hourly Rate
-
8/11/2019 Cost Sheets (Road Construction) DUPA
96/547
Item No./Description : 104(1)b Embankment from Roadway Excavation
Unit of Measurement : cu.m.
Output per hour : 50.00
A. Labor
For Excavation Work:
a. Construction Foreman 1 0.83 109.19
2 0.83 61.44
Spreading and Compaction:
a. Construction Foreman 1 1 109.19
b. Laborer 2 1 61.44
B. Equipment
For Excavation Work:a. Bulldozer (155 Hp), D65A-8 1 0.83 2,299.00
b. Payloader (1.50 cu.m.) 1 0.83 1,733.00
c. Dump Truck (10 cu.m.) 2 0.83 1,352.00
Spreading and Compaction:
a. Motorized Road Grader, G710A 1 1 2,173.00
b. Vibratory Roller (10 m.t.), SP56 1 1 1,507.00
c. Water Truck (1000 gal.) 1 0.25 1,065.00
C.
D.
E. Direct Unit Cost (C D)
F. Materials
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)
Name and Specification
Sub - Total for F
Sub - Total for BTotal (A + B)
Output per hour = 50.00 cu.m.
Hourly Rate
Unit CostUnit Quantity
DETAILED UNIT PRICE ANALYSIS (DUPA)
Designation No. of Person No. of Hours Hourly Rate
Sub - Total for A
Name and Capacity No of Units No. of Hours
b. Laborer
-
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-
8/11/2019 Cost Sheets (Road Construction) DUPA
98/547
Item No./Description : 104(3) Selected Borrow for topping , case 2
Unit of Measurement : cu.m.
Output per hour : 50.00
A. Labor
a. Construction Foreman 1 1 109.19
2 1 61.44
B. Equipment
a. Motorized Road Grader, G710A 1 1 2,173.00
b. Vibratory Roller (10 m.t.) 1 1 1,507.00
c. Water Truck (1000 gal.) 1 0.25 1,065.00
C.
D.
E. Direct Unit Cost (C D)
F. Materials
a. Selected Borrow (w/ 25% Shrinkage Factor) cu.m. 1.25 420.00
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)
Sub - Total for F
No of Units
Sub - Total for BTotal (A + B)
Name and Specification Unit Quantity Unit Cost
No. of Hours Hourly Rate
No. of Hours Hourly Rate
Output per hour = 50.00 cu.m.
Sub - Total for A
DETAILED UNIT PRICE ANALYSIS (DUPA)
Name and Capacity
b. Laborer
No. of PersonDesignation
-
8/11/2019 Cost Sheets (Road Construction) DUPA
99/547
Item No./Description : 104(4) Earth Berm
Unit of Measurement : cu.m.
Output per hour : 1.25
A. Labor
a. Construction Foreman 1 1 109.19
4 1 61.44
B. Equipment
a. Plate Compactor (5 Hp) 1 1 123.00
b. Water Truck (1000 gal.) 1 0.01 1,065.00
Minor Tools (10% of Labor)
C.
D.
E. Direct Unit Cost (C D)
F. Materials
a. Filling Materials cu.m. 1.25 420.00
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)
No of Units No. of Hours Hourly Rate
Sub - Total for B
Sub - Total for F
No. of Hours Hourly Rate
Name and Specification Unit Quantity Unit Cost
Total (A + B)
Output per hour = 1.25 cu.m.
b. Laborer
DETAILED UNIT PRICE ANALYSIS (DUPA)
Designation
Sub - Total for A
Name and Capacity
No. of Person
-
8/11/2019 Cost Sheets (Road Construction) DUPA
100/547
-
8/11/2019 Cost Sheets (Road Construction) DUPA
101/547
Item No./Description : 105(2)
Unit of Measurement : sq.m.
Output per hour : 300.00
A. Labor
a. Construction Foreman 1 1 109.19
b. Laborer 2 1 61.44
B. Equipment
a. Motorized Road Grader, G710A 1 1 2,173.00
b. Vibratory Roller (10 m.t.), SP56 1 1 1,507.00
c. Water Truck (1000 gal.) 1 0.25 1,065.00
C.
D.
E. Direct Unit Cost (C D)
F. Materials
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)
Sub - Total for F
Sub - Total for BTotal (A + B)
Output per hour = 300.00 sq.m.
No of Units No. of Hours
Name and Specification Unit Quantity
Sub - Total for A
Name and Capacity
Unit Cost
DETAILED UNIT PRICE ANALYSIS (DUPA)
Subgrade Preparation (Existing Pavement)
Hourly Rate
Designation No. of Person No. of Hours Hourly Rate
-
8/11/2019 Cost Sheets (Road Construction) DUPA
102/547
-
8/11/2019 Cost Sheets (Road Construction) DUPA
103/547
109.19
122.88
232.07
2,299.00
1,733.00
519.90
4,056.00
1,537.00
10,144.90
10,376.97
129.71
0.00
129.71
11.67
10.38
18.21
169.97
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
104/547
109.19
122.88
232.07
2,758.80
1,733.00
433.25
2,704.00
2,074.95
9,704.009,936.07
177.43
0.00
177.43
15.97
14.19
24.91
232.50
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
105/547
109.19
122.88
232.07
2,758.80
1,733.00
346.60
2,704.00
7,542.40
7,774.47
185.11
0.00
185.11
16.66
14.81
25.99
242.56
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
106/547
109.19
159.4
245.76
109.19
79.7
122.88
109.19
122.88
1,058.19
384.25
433.25
86.65
676.00
1,028.62
358.00
2,966.77
4,024.96
402.50
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
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
107/547
436.76
318.8
491.52
163.785
119.55
184.32
109.19
61.44
1,885.37
768.50
405.60
4,114.48
1,432.00
259.95
51.99
7,032.52
8,917.89
1,371.98
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
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
108/547
-
8/11/2019 Cost Sheets (Road Construction) DUPA
109/547
191.70
-
8/11/2019 Cost Sheets (Road Construction) DUPA
110/547
109.19
184.32
293.51
2,704.00
1,537.00
29.35
4,270.35
4,563.86
228.19
0.00
228.19
20.54
18.26
32.04
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
111/547
299.02
-
8/11/2019 Cost Sheets (Road Construction) DUPA
112/547
109.19
184.32
293.51
2,704.00
768.50
1,037.48
29.35
4,539.33
4,832.84
345.20
0.00
345.20
31.07
27.62
48.47
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
113/547
452.35
109.19
184.32
293.51
1,352.00
768.50
1,037.48
29.35
3,187.333,480.84
870.21
0.00
870.21
78.32
69.62
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
114/547
122.18
1,140.32
-
8/11/2019 Cost Sheets (Road Construction) DUPA
115/547
-
8/11/2019 Cost Sheets (Road Construction) DUPA
116/547
300.34
-
8/11/2019 Cost Sheets (Road Construction) DUPA
117/547
109.19
79.70
122.88
311.77
768.50
1,037.48
2,704.00
31.18
4,541.15
4,852.92
346.64
0.00
346.64
31.20
27.73
48.67
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
118/547
454.23
-
8/11/2019 Cost Sheets (Road Construction) DUPA
119/547
109.19
79.70
122.88
311.77
768.50
1,037.48
1,352.00
31.18
3,189.15
3,500.92
875.23
0.00
875.23
78.77
70.02
122.88
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
120/547
1,146.90
-
8/11/2019 Cost Sheets (Road Construction) DUPA
121/547
109.19
245.76
354.95
123.00
10.65
35.50
169.15
524.10
419.28
534.75
534.75
954.03
85.86
76.32
133.95
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
122/547
1,250.16
-
8/11/2019 Cost Sheets (Road Construction) DUPA
123/547
109.19
184.32
293.51
2,704.00
1,537.00
29.35
4,270.35
4,563.86
228.19
0.00
228.19
20.54
18.26
32.04
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
124/547
299.02
-
8/11/2019 Cost Sheets (Road Construction) DUPA
125/547
/509
Amount
Amount
Direct Cost
-
8/11/2019 Cost Sheets (Road Construction) DUPA
126/547
-
8/11/2019 Cost Sheets (Road Construction) DUPA
127/547
14,740.65
21,519.00
33,177.60
69,437.25
233,415.00
243,000.00
13,196.25
1,533.94
35,943.75
527,088.94
596,526.19
596,526.19
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
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
128/547
109.19
184.32
293.51
2,704.00
1,537.00
29.35
4,270.35
4,563.86
228.19
0.00
228.19
20.54
18.26
32.04
299.02
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
129/547
109.19
122.88
232.07
2,173.00
1,507.00
266.25
3,946.25
4,178.32
83.57
500.00
500.00
583.57
52.52
46.69
81.93
764.71
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
130/547
90.63
101.99
109.19
122.88
424.69
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
0.00
199.24
17.93
15.94
27.97
261.08
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
131/547
109.19
122.88
232.07
2,173.00
1,507.00
266.25
3,946.25
4,178.32
83.57
525.00
525.00
608.57
54.77
48.69
85.44
797.47
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
132/547
109.19
122.88
232.07
2,173.00
1,507.00
266.25
3,946.25
4,178.32
83.57
525.00
525.00
608.57
54.77
48.69
85.44
797.47
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
133/547
109.19
245.76
354.95
123.00
10.65
35.50
169.15
524.10
419.28
525.00
525.00
944.28
84.98
75.54
132.58
1,237.38
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
134/547
109.19
122.88
232.07
2,173.00
1,507.00
266.25
3,946.25
4,178.32
13.93
0.00
13.93
1.25
1.11
1.96
18.25
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
135/547
109.19
122.88
232.07
2,173.00
1,507.00
266.25
3,946.25
4,178.32
13.93
0.00
13.93
1.25
1.11
1.96
18.25
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
136/547
109.19
122.88
232.07
2,173.00
1,507.00
266.25
3,946.25
4,178.32
13.93
0.00
13.93
1.25
1.11
1.96
18.25
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
137/547
Item No./Description : 200
Unit of Measurement : cu.m
Output per hour : 50.00
A. Labor
a. Construction Foreman 1 1 109.19
b. Laborers 2 1 61.44
B. Equipment
a. Motorized Road Grader, G710A 1 1 2,173.00
b. Vibratory Roller (10 m.t.), SP56 1 1 1,507.00
c. Water Truck (1000 gal.) 1 0.25 1,065.00
C.
D.
E. Direct Unit Cost (C D)
F. Materials
a. Aggregate Subbase Course cu.m. 1.15 580.00
(w/ 15% Shrinkage Factor)
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)
Output per hour = 50.00 cu.m.
Name and Specification
No. of Hours
Total (A + B)
No. of Person
Sub - Total for A
Hourly Rate
Unit Cost
Sub - Total for F
DETAILED UNIT PRICE ANALYSIS (DUPA)
Aggregate Subbase Course
Designation
Quantity
Sub - Total for B
Name and Capacity No of Units No. of Hours Hourly Rate
Unit
-
8/11/2019 Cost Sheets (Road Construction) DUPA
138/547
I tem No./Description : 200(1) Aggregate Subbase Course (for Intermittent Reblocking)
Unit of Measurement : cu.m
Output per hour : 40.00
A. Labor
a. Construction Foreman 1 1 109.19
b. Laborers 2 1 61.44
B. Equipment
a. Motorized Road Grader, G710A 1 1 2,173.00
b. Vibratory Roller (10 m.t.), SP56 1 1 1,507.00
c. Plate Compactor (5 Hp) 1 0.25 123.00
d. Water Truck (1000 gal.) 1 0.25 1,065.00
C.
D.
E. Direct Unit Cost (C D)
F. Materials
a. Aggregate Subbase Course cu.m. 1.15 580.00
(w/ 15% Shrinkage Factor)
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)
Total (A + B)
Output per hour = 40.00 cu.m.
Name and Specification
Sub - Total for F
Sub - Total for B
Unit Quantity Unit Cost
Hourly RateName and Capacity No of Units No. of Hours
Sub - Total for A
Designation No. of Person No. of Hours
DETAILED UNIT PRICE ANALYSIS (DUPA)
Hourly Rate
-
8/11/2019 Cost Sheets (Road Construction) DUPA
139/547
K. Total Unit Cost (G + H + I + J)
-
8/11/2019 Cost Sheets (Road Construction) DUPA
140/547
Item No./Description : 201
Unit of Measurement : cu.m
Output per hour : 50.00
A. Labor
a. Construction Foreman 1 1 109.19
b. Laborers 2 1 61.44
B. Equipment
a. Motorized Road Grader, G710A 1 1 2,173.00
b. Vibratory Roller (10 m.t.), SP56 1 1 1,507.00
c. Water Truck (1000 gal.) 1 0.25 1,065.00
C.
D.
E. Direct Unit Cost (C D)
F. Materials
a. Aggregate Base Course cu.m. 1.15 650.00
(w/ 15% Shrinkage Factor)
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)
Sub - Total for F
Sub - Total for BTotal (A + B)
Output per hour = 50.00 cu.m.
Designation No. of Person No. of Hours Hourly Rate
Sub - Total for A
Name and Capacity No of Units No. of Hours
Aggregate Base Course
Name and Specification Unit Quantity Unit Cost
Hourly Rate
DETAILED UNIT PRICE ANALYSIS (DUPA)
-
8/11/2019 Cost Sheets (Road Construction) DUPA
141/547
K. Total Unit Cost (G + H + I + J)
-
8/11/2019 Cost Sheets (Road Construction) DUPA
142/547
Item No./Description : 201(1)
Unit of Measurement : cu.m
Output per hour : 40.00
A. Labor
a. Construction Foreman 1 1 109.19
b. Laborers 2 1 61.44
B. Equipment
a. Motorized Road Grader, G710A 1 1 2,173.00
b. Vibratory Roller (10 m.t.), SP56 1 1 1,507.00
c. Plate Compactor (5 Hp) 1 0.25 123.00
d. Water Truck (1000 gal.) 1 0.25 1,065.00
C.
D.
E. Direct Unit Cost (C D)
F. Materials
a. Aggregate Base Course cu.m. 1.15 650.00
(w/ 15% Shrinkage Factor)
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)
Total (A + B)
Unit Cost
Sub - Total for F
Output per hour = 40.00 cu.m.
Name and Specification Unit Quantity
Name and Capacity No of Units No. of Hours
No. of Hours Hourly Rate
Sub - Total for A
Hourly Rate
DETAILED UNIT PRICE ANALYSIS (DUPA)
Aggregate Base Course (for Reblocking)
Sub - Total for B
Designation No. of Person
-
8/11/2019 Cost Sheets (Road Construction) DUPA
143/547
K. Total Unit Cost (G + H + I + J)
-
8/11/2019 Cost Sheets (Road Construction) DUPA
144/547
-
8/11/2019 Cost Sheets (Road Construction) DUPA
145/547
K. Total Unit Cost (G + H + I + J)
-
8/11/2019 Cost Sheets (Road Construction) DUPA
146/547
109.19
122.88
232.07
2,173.00
1,507.00
266.25
3,946.25
4,178.32
83.57
667.00
667.00
750.57
67.55
60.05
105.38
983.54
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
147/547
109.19
122.88
232.07
2,173.00
1,507.00
30.75
266.25
3,977.00
4,209.07
105.23
667.00
667.00
772.23
69.50
61.78
108.42
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
148/547
1,011.93
-
8/11/2019 Cost Sheets (Road Construction) DUPA
149/547
109.19
122.88
232.07
2,173.00
1,507.00
266.25
3,946.25
4,178.32
83.57
747.50
747.50
831.07
74.80
66.49
116.68
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
150/547
-
8/11/2019 Cost Sheets (Road Construction) DUPA
151/547
109.19
122.88
232.07
2,173.00
1,507.00
30.75
266.25
3,977.00
4,209.07
105.23
747.50
747.50
852.73
76.75
68.22
119.72
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
152/547
1,117.41
-
8/11/2019 Cost Sheets (Road Construction) DUPA
153/547
109.19
122.88
232.07
2,173.00
1,507.00
266.25
3,946.25
4,178.32
83.57
805.00
805.00
888.57
79.97
71.09
124.75
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
154/547
1,164.38
-
8/11/2019 Cost Sheets (Road Construction) DUPA
155/547
Item No./Description : 203
Unit of Measurement : cu.m.
Output per hour : 15.00
A. Labor
a. Construction Foreman 1 1 109.19
b. Laborer 10 1 61.44
B. Equipment
a. Motorized Road Grader (140 Hp) 1 1 2,173.00
b. Vibratory Roller (10 m.t.), SP56 1 1 1,507.00
c. Water Truck (1000 gal.) 1 0.25 1,065.00
C.
D.
E. Direct Unit Cost (C D)
F. Materials
a. Hydrated Lime, Type N (Normal) bag 2.80 180.00
b. Aggregate Base Course cu.m. 1.15 650.00
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)
Lime Stabilized Road Mix Base Course
Designation No. of Person No. of Hours Hourly Rate
Hourly Rate
Sub - Total for BTotal (A + B)
Output per hour = 15.00 cu.m.
Name and Specification
Sub - Total for F
Unit Quantity Unit Cost
Sub - Total for A
No of Units No. of HoursName and Capacity
-
8/11/2019 Cost Sheets (Road Construction) DUPA
156/547
Item No./Description : 204
Unit of Measurement : cu.m.
Output per hour : 15.00
A. Labor
a. Construction Foreman 1 1 109.19
b. Laborer 10 1 61.44
B. Equipment
a. Motorized Road Grader (140 Hp) 1 1 2,173.00
b. Vibratory Roller (10 m.t.), SP56 1 1 1,507.00
c. Water Truck (1000 gal.) 1 0.25 1,065.00
C.
D.
E. Direct Unit Cost (C D)
F. Materials
a. Cement bag 3 220.00
b. Aggregate Base Course cu.m. 1.15 650.00
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)
Name and Specification Unit Unit Cost
Sub - Total for F
Quantity
Output per hour = 15.00 cu.m.
Sub - Total for B
No. of Hours Hourly Rate
Hourly RateNo. of Person
No of Units
Total (A + B)
No. of Hours
Sub - Total for A
Designation
Name and Capacity
DETAILED UNIT PRICE ANALYSIS (DUPA)
Portland Cement Stabilized Road Mix Base Course
-
8/11/2019 Cost Sheets (Road Construction) DUPA
157/547
-
8/11/2019 Cost Sheets (Road Construction) DUPA
158/547
Item No./Description : 205
Unit of Measurement : cu.m.
Output per hour : 15.00
A. Labor
a. Construction Foreman 1 1 109.19
b. Laborer 10 1 61.44
B. Equipment
a. Motorized Road Grader (140 Hp) 1 1 2,173.00
b. Vibratory Roller (10 m.t.), SP56 1 1 1,507.00
c. Water Truck (1000 gal.) 1 0.25 1,065.00
d. Asphalt Distributor, 10 ft. wide (5 tons) 1 1 936.00
C.
D.
E. Direct Unit Cost (C D)
F. Materials
a. Emulsified Asphalt SS-1 m.t. 0.07 44,000.00
b. Aggregate Base Course cu.m. 1.15 650.00
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)
Unit Cost
Sub - Total for F
Total (A + B)
Output per hour = 15.00 cu.m.
Unit QuantityName and Specification
No. of Hours
Sub - Total for B
No. of Hours Hourly Rate
Sub - Total for A
Hourly Rate
No. of Person
Name and Capacity No of Units
Designation
Asphalt Stabilized Road Mix Base Course
DETAILED UNIT PRICE ANALYSIS (DUPA)
-
8/11/2019 Cost Sheets (Road Construction) DUPA
159/547
K. Total Unit Cost (G + H + I + J)
-
8/11/2019 Cost Sheets (Road Construction) DUPA
160/547
Item No./Description : 206
Unit of Measurement : cu.m.
Output per hour : 15.00
A. Labor
a. Construction Foreman 1 1 109.19
2 1 79.70
4 1 61.44
B. Equipment
a. Batching Plant (30 cu.m.) 1 0.50 1,208.03
b. Dump Truck (10 cu.m.) 3 0.50 1,352.00
c. Motorized Road Grader, G710A 1 0.50 2,173.00
d. Vibratory Roller (10 m.t.), SP56 1 0.50 1,507.00
e. Payloader (1.50 cu.m.), LX80-2C 1 0.50 1,733.00
f. Water Truck (1000 gal.) 1 0.25 1,065.00
g. Asphalt Distributor, 10 ft. wide (5 tons) 1 0.10 936.00
C.
D.
E. Direct Unit Cost (C D)
F. Materials
a. Cement bag 3 220.00
b. Aggregate Base Course cu.m. 1.15 650.00
c. MC 70 Cut-back Asphalt m.t. 0.0075 40,300.00
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)
Name and Specification
DETAILED UNIT PRICE ANALYSIS (DUPA)
No. of Person No. of Hours Hourly Rate
Unit Quantity Unit Cost
Sub - Total for F
Total (A + B)
Output per hour = 15.00 cu.m.
No of Units No. of Hours Hourly Rate
Sub - Total for B
Sub - Total for A
Name and Capacity
Portland Cement Treated Plant Mix Base Course
b. Skilled Laborer
c. Laborer
Designation
-
8/11/2019 Cost Sheets (Road Construction) DUPA
161/547
K. Total Unit Cost (G + H + I + J)
-
8/11/2019 Cost Sheets (Road Construction) DUPA
162/547
-
8/11/2019 Cost Sheets (Road Construction) DUPA
163/547
-
8/11/2019 Cost Sheets (Road Construction) DUPA
164/547
109.19
614.40
723.59
2,173.00
1,507.00
266.25
3,946.25
4,669.84
311.32
504.00
747.50
1,251.50
1,562.82
140.65
125.03
219.42
2,047.92
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
165/547
109.19
614.40
723.59
2,173.00
1,507.00
266.25
3,946.25
4,669.84
311.32
660.00
747.50
1,407.50
1,718.82
154.69
137.51
241.32
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
166/547
2,252.35
-
8/11/2019 Cost Sheets (Road Construction) DUPA
167/547
109.19
614.40
723.59
2,173.00
1,507.00
266.25
936.00
4,882.25
5,605.84
373.72
3,080.00
747.50
3,827.50
4,201.22
378.11
336.10
589.85
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
168/547
5,505.28
-
8/11/2019 Cost Sheets (Road Construction) DUPA
169/547
109.19
159.40
245.76
514.35
604.02
2,028.00
1,086.50
753.50
866.50
266.25
93.60
5,698.37
6,212.72
414.18
660.00
747.50
302.25
1,709.75
2,123.93
191.15
169.91
298.20
Amount
Amount
Amount
-
8/11/2019 Cost Sheets (Road Construction) DUPA
170/547
2,783.20
-
8/11/2019 Cost Sheets (Road Construction) DUPA
171/547
-
8/11/2019 Cost Sheets (Road Construction) DUPA
172/547
-
8/11/2019 Cost Sheets (Road Construction) DUPA
173/547
Item No./Description : 300(1)
Unit of Measurement : cu.m
Output per hour : 50.00
A. Labor
a. Construction Foreman 1 1 109.19
b. Laborer 2 1 61.44
B. Equipment
a. Motorized Road Grader, G710A 1 1 2,173.00
b. Vibratory Roller (10 m.t.), SP56 1 1 1,507.00
c. Water Truck (1000 gal.), All Make 1 0.25 1,065.00
C.
D.
E. Direct Unit Cost (C D)
F. Materials
a. Uncrushed Aggregate Surface Course cu.m. 1.15 700.00
(w/ 15% Shrinkage Factor)
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)
Sub - Total for B
Unit CostQuantityName and Specification
Sub - Total for A
Sub - Total for F
Total (A + B)
Output per hour = 50.00 cu.m.
Designation No. of Person No. of Hours Hourly Rate
No of Units No. of Hours Hourly Rate
Unit
Name and Capacity
DETAILED UNIT PRICE ANALYSIS (DUPA)
Gravel Surface Course (Uncrushed)
1762
-
8/11/2019 Cost Sheets (Road Construction) DUPA
174/547
K. Total Unit Cost (G + H + I + J)
5485
-
8/11/2019 Cost Sheets (Road Construction) DUPA
175/547
Item No./Description : 300(2)
Unit of Measurement : cu.m
Output per hour : 50.00
A. Labor
a. Construction Foreman 1 1 109.19
b. Laborer 2 1 61.44
B. Equipment
a. Motorized Road Grader, G710A 1 1 2,173.00
b. Vibratory Roller (10 m.t.), SP56 1 1 1,507.00
c. Water Truck (1000 gal.), All Make 1 0.25 1,065.00
C.
D.
E. Direct Unit Cost (C D)
F. Materials
a. Crushed Aggregate Surface Course cu.m. 1.15 750.00
(w/ 15% Shrinkage Factor)
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)
Hourly Rate
Sub - Total for A
No of Units No. of Hours
Sub - Total for F
Unit Cost
Name and Capacity
Total (A + B)
Output per hour = 50.00 cu.m.
Name and Specification Unit Quantity
Sub - Total for B
Designation No. of Person No. of Hours Hourly Rate
DETAILED UNIT PRICE ANALYSIS (DUPA)
Crushed Aggregate Surface Course
1782
-
8/11/2019 Cost Sheets (Road Construction) DUPA
176/547
-
8/11/2019 Cost Sheets (Road Construction) DUPA
177/547
Item No./Description : 301(1)
Unit of Measurement : m.t.
Output per hour : 0.30
A. Labor
a. Construction Foreman 1 1 109.19
b. Laborer 3 1 61.44
B. Equipment
a. Asphalt Distributor, 10 ft. wide (5 tons) 1 1 936.00
b. Power Broom (20 m. wide) 1 1 130.54
C.
D.
E. Direct Unit Cost (C D)
F. Materials
a. MC 70 Cut-back Asphalt m.t. 1.05 40,300.00
(w/ 5% wastage)
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)
Unit
Sub - Total for F
Total (A + B)
Name and Specification Quantity
Sub - Total for A
Sub - Total for B
No. of Hours Hourly Rate
Name and Capacity No of Units No. of Hours Hourly Rate
DETAILED UNIT PRICE ANALYSIS (DUPA)
Designation No. of Person
Bituminous Prime Coat (MC Cut-back Asphalt)
Unit Cost
Output per hour = 0.30 m.t.
1802
-
8/11/2019 Cost Sheets (Road Construction) DUPA
178/547
K. Total Unit Cost (G + H + I + J)
5485
-
8/11/2019 Cost Sheets (Road Construction) DUPA
179/547
Item No./Description : 301(2)
Unit of Measurement : m.t.
Output per hour : 0.30
A. Labor
a. Construction Foreman 1 1 109.19
b. Laborer 3 1 61.44
B. Equipment
a. Asphalt Distributor, 10 ft. wide (5 tons) 1 1 936.00
b. Power Broo