Dupa- Road Construction 2015.xlsx

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

: : :

100(1)

Designation

Clearing & Grubbing (with Stripping) ha 0.05 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Dump Truck (12 cu. yd) b. Payloader (1.50 cu.m.) c. Bulldozer, D6H SERIES II PSDS/DD

2 1 1

(Hauling Distance - within three (3) km.) Assumed 150mm cut

Sub - Total for B C. Total (A + B) D. Output per hour = 0.05 ha E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

100(3)a

Individual Removal of Trees (small a, 150mm Ø up to ea. 1.00

Designation

No. of Person

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

1 1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (0.80 cu.m.) b. Dump Truck (12 cu. yd) c. Chain Saw Minor Tools (5% of Labor Cost)

1 1 1

* Boom Truck - if necessary for trimming in Urban Areas

Sub - Total for B C. Total (A + B) D. Output per hour = 1.0000 ea E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Rope, 1" dia. - 5 uses

m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

100(3)b

Individual Removal of Trees (small b, above 300mm Ø ea. 1.00

Designation

No. of Person

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

1 1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (0.80 cu.m.) b. Dump Truck (12 cu. yd) c. Chain Saw Minor Tools (5% of Labor Cost)

1 1 1

* Boom Truck - if necessary for trimming in Urban Areas

Sub - Total for B C. Total (A + B) D. Output per hour = 1.0000 ea E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Rope, 1" dia. - 5 uses

m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

100(4)a

Individual Removal of Trees (large a, above 500mm Ø ea. 1.00

Designation

No. of Person

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

1 1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (0.80 cu.m.) b. Dump Truck (12 cu. yd) c. Chain Saw Minor Tools (5% of Labor Cost)

1 1 1

* Boom Truck - if necessary for trimming in Urban Areas

Sub - Total for B C. Total (A + B) D. Output per hour = 01. ea E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Rope, 1" dia. - 5 uses

m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

100(4)b

Individual Removal of Trees (large b, above 750 up to ea. 1.00

Designation

No. of Person

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

1 1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (0.80 cu.m.) b. Dump Truck (12 cu. yd) c. Chain Saw Minor Tools (5% of Labor Cost)

1 1 1

* Boom Truck - if necessary for trimming in Urban Areas

Sub - Total for B C. Total (A + B) D. Output per hour = 01. ea E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Rope, 1" dia. - 5 uses

m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

101(1)

Removal of Structures and Obstruction ls 1.00

Designation

No. of Person

A. Labor See derivation for Item Nos. 101(1)a to 101(1)d

Sub - Total for A Name and Capacity

No of Units

B. Equipment

See derivation for Item Nos. 101(1)a to 101(1)d

Sub - Total for B C. Total (A + B) D. Output per hour = 1.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

See derivation for Item Nos. 101(1)a to 101(1)d

Sub - Total for F G. H. I. J. K.

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

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

: : :

101(1)a

Designation

Removal of Concrete Bridge Structures cu.m. 1.00 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

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

1

b. Jackhammer c. Air Compressor (356 - 450 cfm) d. Dump Truck (12 cu.yd.) e. Payloader (1.50 cu.m.) f. Truck Mounted Crane (31 - 35 mt) g. Cutting Outfit

2 1 1 1 1 1

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

Sub - Total for B C. Total (A + B) D. Output per hour = 1.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Oxy/Acytelene

set

Sub - Total for F G. H. I. J. K.

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

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

: : :

101(1)b

Removal of Steel Bridge Structures kg. 1,000.00

Designation

No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Truck Mounted Crane (31 - 35 mt)

1

b. Service Truck/Cargo Truck (2 - 5 mt)

1

c. Welding Machine (300A), Gas/Diesel Driven d. Cutting Outfit Minor Tools (10% of Labor Cost)

1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 1000.0000 kg E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Oxy/Acytelene b. Welding Rod c. Rope 1" dia.

set kg. m.

* Include shoring materials if needed based on actual field condition

Sub - Total for F G. H. I. J. K.

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

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

: : :

101(1)c

Designation

Removal of Stone Masonry Lined Drainage Structures cu.m. 10.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

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

1

b. Backhoe (0.80 cu.m.) - for loading c. Dump Truck (12 cu. yd)

1 1

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

Sub - Total for B C. Total (A + B) D. Output per hour = 10.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Sub - Total for F G. H. I. J. K.

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

Unit

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

: : :

101(1)d

Designation

Removal of Concrete Drainage Structures cu.m. 2.00 No. of Person

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

1 1 2

Sub - Total for A Name and Capacity

No of Units

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

1

b. Backhoe (0.80 cu.m.) - for loading

1

c. Dump Truck (12 cu. yd) d. Cutting Outfit

1 1

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

Sub - Total for B C. Total (A + B) D. Output per hour = 2.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Oxy/Acetylene

set

Sub - Total for F G. H. I. J. K.

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

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

: : :

101(2)a

Designation

Removal of RCPC (24" dia.) - 610mm dia. ea 6.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (0.80 cu.m.)

1

b. Boom Truck (2 - 5 mt)

1

Minor Tools (10 % of Labor Cost)

Note: Exclude Excavation Works

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

Sub - Total for B C. Total (A + B) D. Output per hour = 6.0000 ea E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

101(2)b

Designation

Removal of RCPC (30" dia.) - 760mm dia. ea 5.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (0.80 cu.m.)

1

b. Boom Truck (2 - 5 mt)

1

Minor Tools (10 % of Labor Cost)

Note: Exclude Excavation Works

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

Sub - Total for B C. Total (A + B) D. Output per hour = 5.0000 ea E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

101(2)c

Designation

Removal of RCPC (36" dia.) - 910mm dia ea 4.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (0.80 cu.m.)

1

b. Boom Truck (2 - 5 mt)

1

Minor Tools (10 % of Labor Cost)

Note: Exclude Excavation Works

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

Sub - Total for B C. Total (A + B) D. Output per hour = 4.0000 ea E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

101(2)d

Designation

Removal of RCPC (42" dia.) - 1070mm dia. ea 4.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (0.80 cu.m.) b. Boom Truck (2 - 5 mt) Minor Tools (10 % of Labor Cost)

1 1

Note: Exclude Excavation Works

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

Sub - Total for B C. Total (A + B) D. Output per hour = 4.000 ea E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

101(2)e

Designation

Removal of RCPC (48" dia.) - 1220mm dia ea 3.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (0.80 cu.m.) b. Boom Truck (2 - 5 mt) Minor Tools (10 % of Labor Cost)

1 1

Note: Exclude Excavation Works

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

Sub - Total for B C. Total (A + B) D. Output per hour = 3.000 ea E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

101(2)f

Designation

Removal of RCPC (60" dia.) - 1520mm dia. ea 2.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (0.80 cu.m.) b. Boom Truck (2 - 5 mt) Minor Tools (10 % of Labor Cost)

1 1

Note: Exclude Excavation Works

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

Sub - Total for B C. Total (A + B) D. Output per hour = 2.000 ea E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

101(2)g

Designation

Removal of Pipes other than Pipe Culverts (PVC/GI/As ea. 2.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (Wheel Type 0.28 cu.m.) b. Cargo Truck (2 - 5 mt) Minor Tools (10% of Labor Cost)

1 1

Note: Exclude Excavation Works

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

Sub - Total for B C. Total (A + B) D. Output per hour = 2.0000 ea E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

101(3)a.1

Removal of Existing Concrete Pavement (0.23m thk.) sq.m. 40.00

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe w/ Pavement Breaker (0.80 cu.m.) b. Payloader (1.50 cu.m.), LX80-2C c. Dump Truck (12 cu. yd) Minor Tools (10% of Labor Cost)

1 1 1

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

Sub - Total for B C. Total (A + B) D. Output per hour = 40.00 sq.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

101(3)a.2

Removal of Existing PCC Pavement, 0.23m thk. (for R sq.m. 30.00

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe w/ Pavement Breaker (0.80 cu.m.) b. Payloader (1.50 cu.m.), LX80-2C c. Dump Truck (12 cu. yd) d. Concrete Saw (7.5 Hp), 14" Blade Ø Minor Tools (10% of Labor Cost)

1 1 1 1

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

Sub - Total for B C. Total (A + B) D. Output per hour = 30.00000 sq.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Concrete Saw (diamond blade 14")

pc.

Sub - Total for F G. H. I. J. K.

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

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

: : :

101(3)b

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

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Motorized Road Grader w/ Scarifier, G710A b. Payloader (1.50 cu.m.), LX80-2C c. Dump Truck (12 cu. yd) Minor Tools (10% of Labor Cost)

1 1 1

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

Sub - Total for B C. Total (A + B) D. Output per hour = 60.00000 sq.m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

101(3)c

Designation

Removal of Sidewalk (100mm thk) sq.m. 75.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe w/ Breaker (0.80 cu.m.) b. Backhoe (0.80 cu.m.) c. Dump Truck (12 cu. yd)

1 1 1

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

Sub - Total for B C. Total (A + B) D. Output per hour = 75.00000 sq.m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

101(4)a

Designation

Removal of Curb m. 50.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe w/ Breaker (0.80 cu.m.) b. Backhoe (0.80 cu.m.) c. Dump Truck (12 cu. yd)

1 1 1

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

Sub - Total for B C. Total (A + B) D. Output per hour = 50.00000 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

101(4)b

Designation

Removal of Curb & Gutter m 30.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe w/ Pavement (0.80 cu.m.) b. Backhoe (0.80 cu.m.) c. Dump Truck (12 cu. yd)

1 1 1

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

Sub - Total for B C. Total (A + B) D. Output per hour = 30.00000 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

102(1)

Designation

Roadway Excavation (Unsuitable) cu.m. 20.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 3

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Dump Truck (12 cu. yd) b. Backhoe (0.80 cu.m.) c. Payloader (1.50 cu.m.) at disposal site Minor Tools (10% of Labor Cost)

2 1 1

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

Sub - Total for B C. Total (A + B) D. Output per hour = 20.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

102(2)a

Designation

Roadway Excavation (Surplus Common) cu.m. 60.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Bulldozer, D6H SERIES II PSDS/DD b. Payloader (1.50 cu.m.) c. Payloader (1.50 cu.m.) - at disposal area d. Dump Truck (12 cu.yd.)

1 1 1 2

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

Sub - Total for B C. Total (A + B) D. Output per hour = 60.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

1,420.00 1,733.00 3,379.00

2,840.00 1,733.00 3,379.00

7,952.00 8,099.36 161,987.20 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 161,987.20 14,578.85 12,958.98 9,476.25 199,001.28

ILED UNIT PRICE ANALYSIS (DUPA)

of Trees (small a, 150mm Ø up to 300mm Ø)

No. of Hours

Hourly Rate

Amount

0.33 0.33 0.33

69.42 50.18 38.97

22.91 16.56 25.72

65.19 No. of Hours

Hourly Rate

Amount

0.25 0.17 0.17

1,537.00 1,420.00 75.36

384.25 241.40 12.81 3.26

641.72 706.91 706.91 Quantity

Unit Cost

Amount

20.00

3.50

14.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

14.00 720.91 64.88 57.67 42.17 885.64

ILED UNIT PRICE ANALYSIS (DUPA)

of Trees (small b, above 300mm Ø up to 500mm Ø)

No. of Hours

Hourly Rate

Amount

0.67 0.67 0.67

69.42 50.18 38.97

46.51 33.62 52.22

132.35 No. of Hours

Hourly Rate

Amount

0.50 0.33 0.33

1,537.00 1,420.00 75.36

768.50 468.60 24.87 6.62

1,268.59 1,400.94 1,400.94 Quantity

Unit Cost

Amount

20.00

3.50

14.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

14.00 1,414.94 127.34 113.20 82.77 1,738.25

ILED UNIT PRICE ANALYSIS (DUPA)

of Trees (large a, above 500mm Ø up to 750mm Ø)

No. of Hours

Hourly Rate

Amount

3.33 3.33 3.33

69.42 50.18 38.97

231.17 167.10 259.54

657.81 No. of Hours

Hourly Rate

Amount

2.50 1.67 1.67

1,537.00 1,420.00 75.36

3,842.50 2,371.40 125.85 32.89

6,372.64 7,030.45 7,030.45 Quantity

Unit Cost

Amount

20.00

3.50

14.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

14.00 7,044.45 634.00 563.56 412.10 8,654.11

ILED UNIT PRICE ANALYSIS (DUPA)

of Trees (large b, above 750 up to 900mm Ø)

No. of Hours

Hourly Rate

Amount

6.67 6.67 6.67

69.42 50.18 38.97

463.03 334.70 519.86

1,317.59 No. of Hours

Hourly Rate

Amount

5.00 3.33 3.33

1,537.00 1,420.00 75.36

7,685.00 4,728.60 250.95 65.88

12,730.43 14,048.02 14,048.02 Quantity

Unit Cost

Amount

20.00

3.50

14.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

14.00 14,062.02 1,265.58 1,124.96 822.63 17,275.19

ILED UNIT PRICE ANALYSIS (DUPA)

es and Obstruction

No. of Hours

Hourly Rate

Amount

0 0 0

0.00 No. of Hours

Hourly Rate

Amount

0.00 0.00 0.00

0.00 0.00 0.00 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 0.00 0.00 0.00 0.00 0.00

ILED UNIT PRICE ANALYSIS (DUPA)

e Bridge Structures

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 155.88

325.66 No. of Hours

Hourly Rate

Amount

0.50

1,998.10

999.05

1.00 1.00 0.125 0.125 0.25 1.00

150.00 965.00 1,420.00 1,733.00 1,861.00 45.45

300.00 965.00 177.50 216.63 465.25 45.45

3,168.88 3,494.54 3,494.54 Quantity

Unit Cost

Amount

0.10

2,500.00

250.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

250.00 3,744.54 337.01 299.56 219.06 4,600.16

ILED UNIT PRICE ANALYSIS (DUPA)

dge Structures

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 155.88

325.66 No. of Hours

Hourly Rate

Amount

1.00 1.00

1,861.00 783.00

1,861.00 783.00

1.00 1.00

371.00 45.45

371.00 45.45 32.57

3,093.02 3,418.68 3.42 Quantity

Unit Cost

Amount

0.00025 0.002 0.05

2,500.00 90.00 3.50

0.63 0.18 0.18

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.98 4.40 0.40 0.35 0.26 5.40

ILED UNIT PRICE ANALYSIS (DUPA)

asonry Lined Drainage Structures

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

0.50

1,998.10

999.05

0.50 1.00

1,537.00 1,420.00

768.50 1,420.00

3,187.55 3,334.91 333.49 Quantity

Unit Cost

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

Amount

0.00 333.49 30.01 26.68 19.51 409.69

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 50.18 77.94

197.54 No. of Hours

Hourly Rate

Amount

0.50 0.25

1,998.10 1,537.00

999.05 384.25

0.50 1.00

1,420.00 45.45

710.00 45.45

2,138.75 2,336.29 1,168.15 Quantity

Unit Cost

Amount

0.10

2,500.00

250.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

250.00 1,418.15 127.63 113.45 82.96 1,742.19

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

1.00

1,537.00 1,017.90

1,537.00 508.95

0.50

14.74

2,060.69 2,208.05 368.01 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 368.01 33.12 29.44 21.53 452.10

ILED UNIT PRICE ANALYSIS (DUPA)

30" dia.) - 760mm dia.

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

1

1,537.00 1,017.90

1,537.00 508.95

0.50

14.74

2,060.69 2,208.05 441.61 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 441.61 39.74 35.33 25.83 542.52

ILED UNIT PRICE ANALYSIS (DUPA)

36" dia.) - 910mm dia

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

1.00

1,537.00 1,017.90

1,537.00 508.95

0.50

14.74

2,060.69 2,208.05 552.01 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 552.01 49.68 44.16 32.29 678.15

ILED UNIT PRICE ANALYSIS (DUPA)

42" dia.) - 1070mm dia.

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

1.00 0.50

1,537.00 1,017.90

1,537.00 508.95 14.74

2,060.69 2,208.05 552.01 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 552.01 49.68 44.16 32.29 678.15

ILED UNIT PRICE ANALYSIS (DUPA)

48" dia.) - 1220mm dia

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

1.00 0.50

1,537.00 1,017.90

1,537.00 508.95 14.74

2,060.69 2,208.05 736.02 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 736.02 66.24 58.88 43.06 904.19

ILED UNIT PRICE ANALYSIS (DUPA)

60" dia.) - 1520mm dia.

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

1.00 0.50

1,537.00 1,017.90

1,537.00 508.95 14.74

2,060.69 2,208.05 1,104.02 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 1,104.02 99.36 88.32 64.59 1,356.29

ILED UNIT PRICE ANALYSIS (DUPA)

her than Pipe Culverts (PVC/GI/Asbestos, up to 200mm Ø), L=10 ft.

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

1.00 0.50

922.00 783.00

922.00 391.50 14.74

1,328.24 1,475.60 737.80 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 737.80 66.40 59.02 43.16 906.38

ILED UNIT PRICE ANALYSIS (DUPA)

Concrete Pavement (0.23m thk.)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

1.00 1.00 0.50

1,998.10 1,733.00 1,420.00

1,998.10 1,733.00 710.00 14.74

4,455.84 4,603.20 115.08 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 115.08 10.36 9.21 6.73 141.38

ILED UNIT PRICE ANALYSIS (DUPA)

PCC Pavement, 0.23m thk. (for Reblocking at intermittent section)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

1.00 1.00 0.50 0.50

1,998.10 1,733.00 1,420.00 32.63

1,998.10 1,733.00 710.00 16.32 14.74

4,472.15 4,619.51 153.98 Quantity

Unit Cost

Amount

0.00015

8,000.00

1.20

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

1.20 155.18 13.97 12.41 9.08 190.64

ILED UNIT PRICE ANALYSIS (DUPA)

Asphalt Pavement (100mm thk.)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

1.00 1.00 0.50

2,173.00 1,733.00 1,420.00

2,173.00 1,733.00 710.00 14.74

4,630.74 4,778.10 79.63 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 79.63 7.17 6.37 4.66 97.83

ILED UNIT PRICE ANALYSIS (DUPA)

k (100mm thk)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

1.00 1.00 0.50

1,998.10 1,537.00 1,420.00

1,998.10 1,537.00 710.00

4,245.10 4,392.46 58.57 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 58.57 5.27 4.69 3.43 71.95

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

0.50 0.50 0.50

1,998.10 1,537.00 1,420.00

999.05 768.50 710.00

2,477.55 2,624.91 52.50 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 52.50 4.72 4.20 3.07 64.49

ILED UNIT PRICE ANALYSIS (DUPA)

Gutter

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

0.50 0.50 0.50

1,998.10 1,537.00 1,420.00

999.05 768.50 710.00

2,477.55 2,624.91 87.50 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 87.50 7.87 7.00 5.12 107.49

ILED UNIT PRICE ANALYSIS (DUPA)

n (Unsuitable)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 116.91

186.33 No. of Hours

Hourly Rate

Amount

1.00 1.00 0.10

1,420.00 1,537.00 1,733.00

2,840.00 1,537.00 173.30 18.63

4,568.93 4,755.26 237.76 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 237.76 21.40 19.02 13.91 292.09

ILED UNIT PRICE ANALYSIS (DUPA)

n (Surplus Common)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

1.00 1.00 0.25 1.00

3,379.00 1,733.00 1,733.00 1,420.00

3,379.00 1,733.00 433.25 2,840.00

8,385.25 8,532.61 142.21 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 142.21 12.80 11.38 8.32 174.71

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

: : :

102(2)b

Designation

Roadway Excavation (Surplus Common) cu.m. 80.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Bulldozer, D6H SERIES II PSDS/DD b. Payloader (1.50 cu.m.) c. Payloader (1.50 cu.m.) - at disposal area d. Dump Truck (12 cu.yd.) e. Backhoe (0.80 cu.m.)

1 1 1 3 1

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

Sub - Total for B C. Total (A + B) D. Output per hour = 80.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

102(3)a

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

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Bulldozer w/ Ripper, D6H SERIES II PSDS/DD b. Payloader (1.50 cu.m.) c. Payloader (1.50 cu.m.) - at disposal area d. Dump Truck (12 cu.yd.) e. Backhoe (0.80 cu.m.) w/ attachment

1 1 1 2 1

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

Sub - Total for B C. Total (A + B) D. Output per hour = 56.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

102(3)b

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

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Bulldozer w/ Ripper, D6H SERIES II PSDS/DD b. Payloader (1.50 cu.m.) c. Payloader (1.50 cu.m.) - at disposal area d. Dump Truck (12 cu.yd.)

1 1 1 2

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

Sub - Total for B C. Total (A + B) D. Output per hour = 42.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

102(3)c

Roadway Excavation (Surplus Hard Rock) - Blasting cu.m. 4.20

Designation A. Labor a. Construction Foreman b. Skilled Labor c. Unskilled Labor a. Construction Foreman b. Skilled Labor c. Unskilled Labor a. Construction Foreman b Unskilled Labor Sub - Total for A Name and Capacity

No. of Person (Drilling)

(Blasting)

(Disposal)

1 2 4 1 1 2 1 2 No of Units

B. Equipment a. Backhoe (0.80 cu.m.) b. Payloader (1.50 cu.m.) c. Payloader (1.50 cu.m.) - at disposal area d. Dump Truck (12 cu.yd.) e. Pneumatic Drilling Machine f. Air Compressor (161 - 185 cfm) (Hauling Distance - within three (3) km.)

1 1 1 1 2 1

Sub - Total for B C. Total (A + B) D. Output per hour = 4.2000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Dynamite b. Detonation Cord c. Detonator d. Ammonium Sulfate

kg. m. pc. kg.

e. Blasting Cap f. Safety Fuse

pc. m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

102(3)d

Roadway Excavation (Surplus Hard Rock) - Blasting (T cu.m. 1.65

Designation A. Labor a. Construction Foreman b. Skilled Labor c. Unskilled Labor a. Construction Foreman b. Skilled Labor c. Unskilled Labor a. Construction Foreman b Unskilled Labor Sub - Total for A Name and Capacity

No. of Person (Drilling)

(Blasting)

(Disposal)

1 2 4 1 1 2 1 2 No of Units

B. Equipment a. Backhoe (0.80 cu.m.) b. Backhoe w/ Chipping Hammer (0.80 cu.m.) c. Dump Truck (12 cu. yd) d. Pneumatic Drilling Machine e. Air Compressor (161 - 185 cfm) f. Payloader (1.50 cu.m.) g. Payloader (1.50 cu.m.) - at disposal area h. Water Truck/Pump (16000L)

1 1 1 2 1 1 1 1

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

Sub - Total for B C. Total (A + B) D. Output per hour = 1.65 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Dynamite b. Detonation Cord c. Detonator d. Ammonium Sulfate

kg. m. pc. kg.

e. Blasting Cap f. Safety Fuse

pc. m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

102(4)

Designation

Roadway Excavation (Surplus Unclassified) cu.m. 50.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Bulldozer, D6H SERIES II PSDS/DD

1

b. Payloader (1.50 cu.m.) c. Payloader (1.50 cu.m.) - at disposal area d. Dump Truck (12 cu. yd)

1 1 2

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

Sub - Total for B C. Total (A + B) D. Output per hour = 50.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

103(1)a

Designation

Structure Excavation (Common Soil) cu.m. 20.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 3

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Dump Truck (12 cu. yd)

2

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

1

Sub - Total for B C. Total (A + B) D. Output per hour = 20.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

103(1)b

Designation

Structure Excavation (Soft Rock) cu.m. 14.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 3

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Dump Truck (12 cu. yd)

2

b. Backhoe (0.80 cu.m.)

1

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

1

Sub - Total for B C. Total (A + B) D. Output per hour = 14.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

103(1)c

Designation

Structure Excavation (Solid Rock) cu.m. 4.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 3

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Dump Truck (12 cu. yd)

1

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

1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 4.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Sub - Total for F G. H. I. J. K.

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

Unit

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

: : :

103(2)a

Designation

Bridge Excavation (Common Soil) cu.m. 20.00 No. of Person

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

1 1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment b. Backhoe (0.80 cu.m.)

1

b. Dump Truck (12 cu. yd)

2

Minor Tools (10% of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per hour = 20.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

103(2)b

Designation

Bridge Excavation (Soft Rock) cu.m. 14.00 No. of Person

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

1 1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (0.80 cu.m.)

1

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

1

c. Dump Truck (12 cu.yd.) Minor Tools (10% of Labor Cost)

2

Sub - Total for B C. Total (A + B) D. Output per hour = 14.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

103(2)c

Designation

Bridge Excavation (Solid Rock) cu.m. 4.00 No. of Person

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

1 1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (0.80 cu.m.)

1

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

1

c. Dump Truck (12 cu. yd) Minor Tools (10% of Labor Cost)

1

Sub - Total for B C. Total (A + B) D. Output per hour = 4.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

103(2)d

Designation

Bridge Excavation (Solid Rock) cu.m. 1.50 No. of Person

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

1 1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Jack Hammer

2

b. Air Compressor (356 - 450 cfm)

1

c. Backhoe (0.80 cu.m.) d. Dump Truck (12 cu. yd) Minor Tools (10% of Labor Cost)

1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.500 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

103(3)

Designation

Foundation Fill cu.m. 1.25 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Plate Compactor (5 Hp) b. Water Truck/Pump (16000L) Minor Tools (10% of Labor Cost)

1 1

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

Unit

F. Materials a. Filling Materials

cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

103(4)

Designation

Excavation ordered below Plan Elevation cu.m. 20.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 3

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Dump Truck (12 cu. yd) b. Backhoe (0.80 cu.m.) Minor Tools (10% of Labor Cost)

2 1

Sub - Total for B C. Total (A + B) D. Output per hour = 20. cu.m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

G. H. I. J. K.

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

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

: : :

103(5)a

Designation

Shoring l.s. 1.00 No. of Person

A. Labor Note:

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

Sub - Total for A Name and Capacity

No of Units

B. Equipment

Sub - Total for B C. Total (A + B) D. Output = 1.0000 l.s E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

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

kg. cu.m. l.m.

G. H. I. J. K.

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

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

: : :

103(5)b

Cribbing/Cofferdamming l.s. 1.00

Designation

No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Crawler Crane (36 - 40 mt) b. Vibro Hammer (Hydraulic Operated) c. Welding Machine (300 A, Gas/Diesel Driven d. Cutting Outfit e. Water Pump, 100mm suction diameter

1 1 1 1 1

Sub - Total for B C. Total (A + B) D. Output = 1.0000 l.s E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Steel Sheet Pile b. Walling, Bracing, Diagonal, etc. Miscellaneous (1% of Materials Cost)

kg. kg.

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

G. H. I. J. K.

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

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

: : :

103(6)

Designation

Pipe Culvert and Drain Excavation cu.m. 20.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 3

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Dump Truck (12 cu. yd) b. Backhoe (0.80 cu.m.) Minor Tools (10% of Labor Cost)

2 1

Sub - Total for B C. Total (A + B) D. Output per hour = 20.00000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

G. H. I. J. K.

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

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

: : :

104(1)a

Embankment (from Borrow) cu.m. 50.00

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Motorized Road Grader (140 hp), G710A b. Vibratory Roller (10 m.t.), SD100DC c. Water Truck/Pump (16000L)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 50.00000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Common Borrow (w/ 25% Shrinkage Factor)

cu.m.

G. H. I. J. K.

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

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

: : :

104(1)b

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

Embankment from Roadway Excavation cu.m. 50.00 No. of Person

1 2

1 2

Sub - Total for A Name and Capacity B. Equipment For Excavation Work: a. Bulldozer, D6H SERIES II PSDS/DD b. Payloader (1.50 cu.m.) c. Dump Truck (12 cu.yd.) Spreading and Compaction: a. Motorized Road Grader (140 hp), G710A b. Vibratory Roller (10 m.t.), SD100DC c. Water Truck/Pump (16000L)

No of Units

1 1 2

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 50.00000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

G. H. I. J. K.

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

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

: : :

104(2)

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

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Motorized Road Grader (140 hp), G710A b. Vibratory Roller (10 m.t.), SD100DC c. Water Truck/Pump (16000L)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 50.00000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Selected Borrow (w/ 25% Shrinkage Factor)

cu.m.

G. H. I. J. K.

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

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

: : :

104(3)

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

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Motorized Road Grader (140 hp), G710A b. Vibratory Roller (10 m.t.), SD100DC c. Water Truck/Pump (16000L)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 50.00000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Selected Borrow (w/ 25% Shrinkage Factor)

cu.m.

G. H. I. J. K.

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

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

: : :

104(4)

Designation

Earth Berm cu.m. 1.25 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Plate Compactor (5 Hp) b.Water Truck/Pump (16000L) Minor Tools (10% of Labor Cost)

1 1

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

Unit

F. Materials a. Filling Materials

cu.m.

G. H. I. J. K.

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

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

: : :

105(1)

Designation

Subgrade Preparation (Common Material) sq.m. 300.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Motorized Road Grader (140 hp), G710A b. Vibratory Roller (10 m.t.), SD100DC c. Water Truck/Pump (16000L)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 300.00000 sq.m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

G. H. I. J. K.

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

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

: : :

105(2)

Designation

Subgrade Preparation (Existing Pavement) sq.m. 300.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Motorized Road Grader (140 hp), G710A b. Vibratory Roller (10 m.t.), SD100DC c. Water Truck/Pump (16000L)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 300.00000 sq.m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

G. H. I. J. K.

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

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

: : :

105(3)

Designation

Subgrade Preparation (Unsuitable Material) sq.m. 300.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Motorized Road Grader (140 hp), G710A b. Vibratory Roller (10 m.t.), SD100DC c. Water Truck/Pump (16000L)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 300.00000 sq.m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J. K.

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

Unit

ILED UNIT PRICE ANALYSIS (DUPA)

n (Surplus Common)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

1.00 1.00 0.30 1.00 1.00

3,379.00 1,733.00 1,733.00 1,420.00 1,537.00

3,379.00 1,733.00 519.90 4,260.00 1,537.00

11,428.90 11,576.26 144.70 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 144.70 13.02 11.58 8.47 177.77

AILED UNIT PRICE ANALYSIS (DUPA)

n (Surplus Soft Rock)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

1.00 1.00 0.25 1.00 1.00

3,885.85 1,733.00 1,733.00 1,420.00 1,537.00

3,885.85 1,733.00 433.25 2,840.00 1,537.00

10,429.10 10,576.46 188.87 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 188.87 17.00 15.11 11.05 232.02

ILED UNIT PRICE ANALYSIS (DUPA)

n (Surplus Soft Rock)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

1.00 1.00 0.20 1.00

3,885.85 1,733.00 1,733.00 1,420.00

3,885.85 1,733.00 346.60 2,840.00

8,805.45 8,952.81 213.16 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 213.16 19.18 17.05 12.47 261.87

ILED UNIT PRICE ANALYSIS (DUPA)

n (Surplus Hard Rock) - Blasting

No. of Hours

Hourly Rate

Amount

0.40 0.40 0.40 0.20 0.20 0.20 0.40 0.40

69.42 50.18 38.97 69.42 50.18 38.97 69.42 38.97

27.768 40.144 62.352 13.884 10.036 15.588 27.768 31.176 228.72

No. of Hours

Hourly Rate

Amount

0.20 0.15 0.05 0.40 0.40 0.40

1,537.00 1,733.00 1,733.00 1,420.00 170.00 502.00

307.40 259.95 86.65 568.00 136.00 200.80

1,558.80 1,787.52 425.60 Quantity

Unit Cost

Amount

0.40 2.00 0.15 0.20

280.00 80.00 260.00 75.00

112.00 160.00 39.00 15.00

0.40 0.10

45.00 40.00

18.00 4.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

348.00 773.60 69.62 61.89 45.26 950.37

ILED UNIT PRICE ANALYSIS (DUPA)

n (Surplus Hard Rock) - Blasting (Tunnel Excavation)

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00 1.00 1.00 1.00 0.50 0.50

69.42 50.18 38.97 69.42 50.18 38.97 69.42 38.97

69.42 100.36 155.88 69.42 50.18 77.94 34.71 38.97 596.88

No. of Hours

Hourly Rate

Amount

0.50 0.10 0.50 1.00 1.00 0.20 0.03 0.05

1,537.00 1,998.10 1,420.00 170.00 502.00 1,733.00 1,733.00 2,450.00

768.50 199.81 710.00 340.00 502.00 346.60 51.99 122.50

3,041.40 3,638.28 2,205.02 Quantity

Unit Cost

Amount

2.00 1.40 2.00 1.00

280.00 80.00 260.00 75.00

560.00 112.00 520.00 75.00

0.45 0.10

45.00 40.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

20.25 4.00

1,291.25 3,496.27 314.66 279.70 204.53 4,295.17

ILED UNIT PRICE ANALYSIS (DUPA)

n (Surplus Unclassified)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

1.00

3,379.00

3,379.00

1.00 0.20 1.00

1,733.00 1,733.00 1,420.00

1,733.00 346.60 2,840.00

8,298.60 8,445.96 168.92 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 168.92 15.20 13.51 9.88 207.52

ILED UNIT PRICE ANALYSIS (DUPA) (Common Soil)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 116.91

186.33 No. of Hours

Hourly Rate

Amount

1.00

1,420.00

2,840.00

1.00

1,537.00

1,537.00 18.63

4,395.63 4,581.96 229.10 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 229.10 20.62 18.33 13.40 281.45

ILED UNIT PRICE ANALYSIS (DUPA) (Soft Rock)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 116.91

186.33 No. of Hours

Hourly Rate

Amount

1.00 0.50

1,420.00 1,537.00

2,840.00 768.50

0.50

1,998.10

999.05 18.63

4,626.18 4,812.51 343.75 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 343.75 30.94 27.50 20.11 422.30

ILED UNIT PRICE ANALYSIS (DUPA) (Solid Rock)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 116.91

186.33 No. of Hours

Hourly Rate

Amount

1.00

1,420.00

1,420.00

0.25 0.75

1,537.00 1,998.10

384.25 1,498.58 18.63

3,321.46 3,507.79 876.95 Quantity

Unit Cost

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

Amount

0.00 876.95 78.93 70.16 51.30 1,077.33

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 50.18 77.94

197.54 No. of Hours

Hourly Rate

Amount

1.00

1,537.00 1,420.00

1,537.00 2,840.00

1.00

19.75

4,396.75 4,594.29 229.71 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 229.71 20.67 18.38 13.44 282.20

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 50.18 77.94

197.54 No. of Hours

Hourly Rate

Amount

0.50 0.50

1,537.00 1,998.10

768.50 999.05

1.00

1,420.00

2,840.00 19.75

4,627.30 4,824.84 344.63 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 344.63 31.02 27.57 20.16 423.38

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 50.18 77.94

197.54 No. of Hours

Hourly Rate

Amount

0.50 1.00

1,537.00 1,998.10

768.50 1,998.10

0.50

1,420.00

710.00 19.75

3,496.35 3,693.89 923.47 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 923.47 83.11 73.88 54.02 1,134.49

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 50.18 77.94

197.54 No. of Hours

Hourly Rate

Amount

1.00 1.00

150.00 965.00

300.00 965.00

0.15 0.15

1,537.00 1,420.00

230.55 213.00 19.75

1,728.30 1,925.84 1,283.90 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 1,283.90 115.55 102.71 75.11 1,577.27

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 155.88

225.30 No. of Hours

Hourly Rate

Amount

1.00 0.01

123.00 2,450.00

123.00 24.50 22.53

170.03 395.33 316.26 Quantity

Unit Cost

Amount

1.15

465.00

534.75

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

534.75 851.01 76.59 68.08 49.78 1,045.47

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 116.91

186.33 No. of Hours

Hourly Rate

Amount

1.00 1.00

1,420.00 1,537.00

2,840.00 1,537.00 18.63

4,395.63 4,581.96 229.10 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 229.10 20.62 18.33 13.40 281.45

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

No. of Hours

Hourly Rate

Amount

Quantity

Unit Cost

Amount

item 404/405/509 shall be based on the

d Unit Price Analysis (DUPA) of item 404/405/509

* * *

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

160 160 160

69.42 50.18 38.97

11,107.20 16,057.60 24,940.80

52,105.60 No. of Hours

Hourly Rate

Amount

160.00 160.00 40.00 40.00 160.00

1,902.00 2,123.00 371.00 45.45 266.25

304,320.00 339,680.00 14,840.00 1,818.00 42,600.00

703,258.00 755,363.60 755,363.60 Quantity

Unit Cost

Amount

69,120.00 7,323.77

48.00 48.00

3,317,760.00 351,540.96 36,693.01

dam is 12m x 12m square with

ary depending on the actual

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

3,705,993.97 4,461,357.57 401,522.18 356,908.61 260,989.42 5,480,777.77

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 116.91

186.33 No. of Hours

Hourly Rate

Amount

1.00 1.00

1,420.00 1,537.00

2,840.00 1,537.00 18.63

4,395.63 4,581.96 229.10 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 229.10 20.62 18.33 13.40 281.45

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

1.00 1.00 0.25

2,173.00 1,846.00 2,450.00

2,173.00 1,846.00 612.50

4,631.50 4,778.86 95.58 Quantity

Unit Cost

Amount

1.25

160.00

200.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

200.00 295.58 26.60 23.65 17.29 363.12

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

0.83 0.83

69.42 38.97

57.62 64.69

1.00 1.00

69.42 38.97

69.42 77.94 269.67

No. of Hours

Hourly Rate

Amount

0.83 0.83 0.83

3,379.00 1,733.00 1,420.00

2,804.57 1,438.39 2,357.20

1.00 1.00 0.25

2,173.00 1,846.00 2,450.00

2,173.00 1,846.00 612.50

11,231.66 11,501.33 230.03 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 230.03 20.70 18.40 13.46 282.59

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

1.00 1.00 0.25

2,173.00 1,846.00 2,450.00

2,173.00 1,846.00 612.50

4,631.50 4,778.86 95.58 Quantity

Unit Cost

Amount

1.25

420.00

525.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

525.00 620.58 55.85 49.65 36.30 762.38

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

1.00 1.00 0.25

2,173.00 1,846.00 2,450.00

2,173.00 1,846.00 612.50

4,631.50 4,778.86 95.58 Quantity

Unit Cost

Amount

1.25

420.00

525.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

525.00 620.58 55.85 49.65 36.30 762.38

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 155.88

225.30 No. of Hours

Hourly Rate

Amount

1.00 0.01

123.00 2,450.00

123.00 24.50 22.53

170.03 395.33 316.26 Quantity

Unit Cost

Amount

1.25

420.00

525.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

525.00 841.26 75.71 67.30 49.21 1,033.49

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

1.00 1.00 0.25

2,173.00 1,846.00 2,450.00

2,173.00 1,846.00 612.50

4,631.50 4,778.86 15.93 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 15.93 1.43 1.27 0.93 19.57

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

1.00 1.00 0.25

2,173.00 1,846.00 2,450.00

2,173.00 1,846.00 612.50

4,631.50 4,778.86 15.93 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 15.93 1.43 1.27 0.93 19.57

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

1.00 1.00 0.25

2,173.00 1,846.00 2,450.00

2,173.00 1,846.00 612.50

4,631.50 4,778.86 15.93 Quantity

Unit Cost

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

Amount

0.00 15.93 1.43 1.27 0.93 19.57

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

: : :

200

Designation

Aggregate Subbase Course cu.m 50.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Motorized Road Grader (140 hp), G710A b. Vibratory Roller (10 m.t.), SD100DC c. Water Truck/Pump (16000L)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 50.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Aggregate Subbase Course (w/ 15% Shrinkage Factor)

cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

200(1)

Designation

Aggregate Subbase Course (for Intermittent Reblockin cu.m 40.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Motorized Road Grader (140 hp), G710A

1

b. Vibratory Roller (10 m.t.), SD100DC c. Plate Compactor (5 Hp) d. Water Truck/Pump (16000L)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 40.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Aggregate Subbase Course (w/ 15% Shrinkage Factor)

cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

201

Designation

Aggregate Base Course cu.m 50.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Motorized Road Grader (140 hp), G710A

1

b. Vibratory Roller (10 m.t.), SD100DC c. Water Truck/Pump (16000L)

1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 50.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Aggregate Base Course (w/ 15% Shrinkage Factor)

cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

201(1)

Designation

Aggregate Base Course (for Reblocking) cu.m 40.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Motorized Road Grader (140 hp), G710A b. Vibratory Roller (10 m.t.), SD100DC a. Plate Compactor (5 Hp) d. Water Truck/Pump (16000L)

1 1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 40.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Aggregate Base Course (w/ 15% Shrinkage Factor)

cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

202

Designation

Crushed Aggregate Base Course cu.m 50.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Motorized Road Grader (140 hp), G710A b. Vibratory Roller (10 m.t.), SD100DC c. Water Truck/Pump (16000L)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 50.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Crushed Aggregate Base Course (w/ 15% Shrinkage Factor)

cu.m.

Sub - Total for F G. H. I. J. K.

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

ILED UNIT PRICE ANALYSIS (DUPA)

Course

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

1.00 1.00 0.25

2,173.00 1,846.00 2,450.00

2,173.00 1,846.00 612.50

4,631.50 4,778.86 95.58 Quantity

Unit Cost

Amount

1.15

350.00

402.50

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

402.50 498.08 44.83 39.85 29.14 611.89

ILED UNIT PRICE ANALYSIS (DUPA)

Course (for Intermittent Reblocking)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

1.00

2,173.00

2,173.00

1.00 0.25 0.25

1,846.00 123.00 2,450.00

1,846.00 30.75 612.50

4,662.25 4,809.61 120.24 Quantity

Unit Cost

Amount

1.15

580.00

667.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

667.00 787.24 70.85 62.98 46.05 967.12

ILED UNIT PRICE ANALYSIS (DUPA)

urse

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

1.00

2,173.00

2,173.00

1.00 0.25

1,846.00 2,450.00

1,846.00 612.50

4,631.50 4,778.86 95.58 Quantity

Unit Cost

Amount

1.15

650.00

747.50

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

747.50 843.08 75.88 67.45 49.32 1,035.72

ILED UNIT PRICE ANALYSIS (DUPA)

urse (for Reblocking)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

1.00 1.00 0.25 0.25

2,173.00 1,846.00 123.00 2,450.00

2,173.00 1,846.00 30.75 612.50

4,662.25 4,809.61 120.24 Quantity

Unit Cost

Amount

1.15

650.00

747.50

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

747.50 867.74 78.10 69.42 50.76 1,066.02

ILED UNIT PRICE ANALYSIS (DUPA)

Base Course

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

Amount

1.00 1.00 0.25

2,173.00 1,846.00 2,450.00

2,173.00 1,846.00 612.50

4,631.50 4,778.86 95.58 Quantity

Unit Cost

Amount

1.15

700.00

805.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

805.00 900.58 81.05 72.05 52.68 1,106.36

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

: : :

203

Lime Stabilized Road Mix Base Course cu.m. 15.00

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 10

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Motorized Road Grader (140 hp), G710A b. Vibratory Roller (10 m.t.), SD100DC c. Water Truck/Pump (16000L)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 15.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Hydrated Lime, Type N (Normal) b. Aggregate Base Course

bag cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

204

Designation

Portland Cement Stabilized Road Mix Base Course cu.m. 15.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 10

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Motorized Road Grader (140 hp), G710A

1

b. Vibratory Roller (10 m.t.), SD100DC c. Water Truck/Pump (16000L)

1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 15.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Cement b. Aggregate Base Course

bag cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

205

Designation

Asphalt Stabilized Road Mix Base Course cu.m. 15.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 10

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Motorized Road Grader (140 hp), G710A

1

b. Vibratory Roller (10 m.t.), SD100DC c. Water Truck/Pump (16000L) d. Asphalt Distributor, 10 ft. wide (5 ton)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 15.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Emulsified Asphalt SS-1 b. Aggregate Base Course

m.t. cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

206

Designation

Portland Cement Treated Plant Mix Base Course cu.m. 15.00 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Concrete Batching Plant (30 cu.m.) b. Dump Truck (12 cu.yd.) c. Motorized Road Grader (140 hp), G710A d. Vibratory Roller (10 m.t.), SD100DC e. Payloader (1.50 cu.m.), LX80-2C f. Water Truck/Pump (16000L) g. Asphalt Distributor, 10 ft. wide (5 ton)

1 3 1 1 1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 15.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Cement b. Aggregate Base Course c. MC 70 Cut-back Asphalt

bag cu.m. m.t.

Sub - Total for F G. H. I. J. K.

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

ILED UNIT PRICE ANALYSIS (DUPA)

d Mix Base Course

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 389.70

459.12 No. of Hours

Hourly Rate

Amount

1.00 1.00 0.25

2,173.00 1,846.00 2,450.00

2,173.00 1,846.00 612.50

4,631.50 5,090.62 339.37 Quantity

Unit Cost

Amount

2.80 1.15

180.00 650.00

504.00 747.50

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

1,251.50 1,590.87 143.18 127.27 93.07 1,954.39

ILED UNIT PRICE ANALYSIS (DUPA)

abilized Road Mix Base Course

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 389.70

459.12 No. of Hours

Hourly Rate

Amount

1.00

2,173.00

2,173.00

1.00 0.25

1,846.00 2,450.00

1,846.00 612.50

4,631.50 5,090.62 339.37 Quantity

Unit Cost

Amount

3.00 1.15

220.00 650.00

660.00 747.50

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

1,407.50 1,746.87 157.22 139.75 102.19 2,146.04

ILED UNIT PRICE ANALYSIS (DUPA)

oad Mix Base Course

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 389.70

459.12 No. of Hours

Hourly Rate

Amount

1.00

2,173.00

2,173.00

1.00 0.25 1.00

1,846.00 2,450.00 936.00

1,846.00 612.50 936.00

5,567.50 6,026.62 401.77 Quantity

Unit Cost

Amount

0.07 1.15

44,000.00 650.00

3,080.00 747.50

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

3,827.50 4,229.27 380.63 338.34 247.41 5,195.66

ILED UNIT PRICE ANALYSIS (DUPA)

eated Plant Mix Base Course

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 155.88

325.66 No. of Hours

Hourly Rate

Amount

0.50 0.50 0.50 0.50 0.50 0.25 0.10

1,759.50 1,352.00 2,173.00 1,846.00 1,733.00 2,450.00 936.00

879.75 2,028.00 1,086.50 923.00 866.50 612.50 93.60

6,489.85 6,815.51 454.37 Quantity

Unit Cost

Amount

3.00 1.15 0.0075

220.00 650.00 40,300.00

660.00 747.50 302.25

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

1,709.75 2,164.12 194.77 173.13 126.60 2,658.62

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

: : :

300(1)

Gravel Surface Course (Uncrushed) cu.m 50.00

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Motorized Road Grader (140 hp), G710A

1

b. Vibratory Roller (10 m.t.), SD100DC c. Water Truck/Pump (16000L)

1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 50.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Uncrushed Aggregate Surface Course (w/ 15% Shrinkage Factor)

241+32

cu.m.

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

300(2)

Crushed Aggregate Surface Course cu.m 50.00

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Motorized Road Grader (140 hp), G710A

1

b. Vibratory Roller (10 m.t.), SD100DC c. Water Truck/Pump (16000L)

1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 50.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

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

243+32

cu.m.

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

301(1)

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

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 3

Sub - Total for A Name and Capacity

No of Units

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

1

b. Power Broom (20 m. wide)

1

Sub - Total for B C. Total (A + B) D. Output per hour = 0.300 m.t E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. MC 70 Cut-back Asphalt (w/ 5% wastage)

m.t.

245+32

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

301(2)

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

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 3

Sub - Total for A Name and Capacity

No of Units

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

1

b. Power Broom (20 m. wide)

1

Sub - Total for B C. Total (A + B) D. Output per hour = 0.300 m.t E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. RC 70 Cut-back Asphalt (w/ 5% wastage)

m.t.

247+32

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

302(1)

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

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 3

Sub - Total for A Name and Capacity

No of Units

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

1

b. Power Broom (20 m. wide)

1

Sub - Total for B C. Total (A + B) D. Output per hour = 0.300 m.t E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. RC 70 Cut-back Asphalt (w/ 5% wastage)

m.t.

249+32

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

302(2)

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

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 3

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Asphalt Distributor, 10 ft. wide (5 tons) b. Power Broom (20 m. wide)

1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 0.300 m.t E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Emulsified Asphalt SS-1 (w/ 5% wastage)

m.t.

251+32

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

303(1)

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

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 20

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Tandem Steel Roller (10.1 m.t.), CC421 b. Water Truck/Pump (16000L)

1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 16.0000 m.t E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Cover Aggregate (w/ 15% Shrinkage Factor)

m.t.

Note: 1.60 m.t./cu.m.

253+32

using unit wt. of 1,600 kg./m³

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

303(2)

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

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 3

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Asphalt Distributor, 10 ft. wide (5 tons) b. Power Broom (20 m. wide)

1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 0.300 m.t E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. MC Cut-back Asphalt (w/ 5% Wastage)

m.t.

255+32

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

303(3)

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

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 3

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Asphalt Distributor, 10 ft. wide (5 tons) b. Power Broom (20 m. wide)

1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 0.300 m.t E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. RC 70 Cut-back Asphalt (w/ 5% Wastage)

m.t.

257+32

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

303(4)

Bituminous Seal Coat (Asphalt Cement Penetration Gr m.t. 0.30

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 3

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Asphalt Distributor, 10 ft. wide (5 tons) b. Power Broom (20 m. wide)

1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 0.300 m.t E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Asphalt Cement Penetration Grade 120-150 (w/ 5% Wastage)

259+32

m.t.

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

304(1)

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

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 20

Sub - Total for A Name and Capacity

No of Units

B. Equipment b. Vibratory Roller (10 m.t.), SD100DC c. Water Truck/Pump (16000L)

1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 16.0000 m.t E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Aggregates (w/ 15% Shrinkage Factor)

m.t.

261+32

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

304(2)

Bituminous Surface Treatment (Asphalt Cement Penet m.t. 0.30

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 3

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Asphalt Distributor, 10 ft. wide (5 tons) b. Power Broom (20 m. wide)

1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 0.300 m.t E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Asphalt Cement Penetration Grade 120-150 (w/ 5% Wastage)

263+32

m.t.

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

304(3)

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

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 3

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Asphalt Distributor, 10 ft. wide (5 tons) b. Power Broom (20 m. wide)

1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 0.300 m.t E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. MC Cut-back Asphalt (w/ 5% Wastage)

m.t.

265+32

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

304(4)

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

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 3

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Asphalt Distributor, 10 ft. wide (5 ton) b. Power Broom (20 m. wide)

1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 0.300 m.t E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. RC 70 Cut-back Asphalt (w/ 5% Wastage)

m.t.

267+32

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

304(5)

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

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 3

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Asphalt Distributor, 10 ft. wide (5 ton) b. Power Broom (20 m. wide)

1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 0.300 m.t E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Emulsified Asphalt SS-1 (w/ 5% wastage)

m.t.

269+32

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

305(1)

Bituminous Penetration Macadam Pavement (Aggrega m.t. 16.00

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 20

Sub - Total for A Name and Capacity

No of Units

B. Equipment b. Vibratory Roller (10 m.t.), SD100DC c. Water Truck/Pump (16000L)

1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 16.0000 m.t E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Aggregates (w/ 15% Shrinkage Factor)

m.t.

271+32

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

305(2)

Bituminous Penetration Macadam Pavement (Asphalt m.t. 0.30

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 3

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Asphalt Distributor, 10 ft. wide (5 ton) b. Power Broom (20 m. wide)

1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 0.300 m.t E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Asphalt Cement (w/ 5% Wastage)

m.t.

273+32

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

305(3)

Bituminous Penetration Macadam Pavement (RC Cutm.t. 0.30

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 3

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Asphalt Distributor, 10 ft. wide (5 ton) b. Power Broom (20 m. wide)

1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 0.300 m.t E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. RC 70 Cut-back Asphalt (w/ 5% Wastage)

m.t.

275+32

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

305(4)

Bituminous Penetration Macadam Pavement (Emulsifi m.t. 0.30

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 3

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Asphalt Distributor, 10 ft. wide (5 ton) b. Power Broom (20 m. wide)

1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 0.300 m.t E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Emulsified Asphalt SS-1 (w/ 5% wastage)

m.t.

277+32

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

306(a)

Bituminous Road Mix Surface Course m.t. 12.00

Designation

No. of Person

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

1 1 3

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Motorized Road Grader w/ Scarifier (140 hp), G710A b. Tandem Steel Roller (10.1 m.t.), CC421 c. Pneumatic Tire Roller (10 m.t.) d. Asphalt Distributor, 10 ft. wide (5 ton) e. Water Truck/Pump (16000L) Minor Tools (10% of Labor Cost)

1 1 1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 12.0000 m.t E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Crushed Gravel b. MC Cut-back Asphalt (7%) c. Hydrated Lime (0.75%)

m.t. m.t. bag

279+32

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

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

306(b)

Bituminous Road Mix Surface Course m.t. 12.00

Designation

No. of Person

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

1 1 3

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Motorized Road Grader w/ Scarifier (140 hp), G710A b. Tandem Steel Roller (10.1 m.t.), CC421 c. Pneumatic Tire Roller (10 m.t.) d. Asphalt Distributor, 10 ft. wide (5 ton) e. Water Truck/Pump (16000L) Minor Tools (10% of Labor Cost)

1 1 1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 12.0000 m.t E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Crushed Gravel b. Emulsified Asphalt (10%) c. Hydrated Lime (0.75%)

m.t. m.t. bag

281+32

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

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

306(1)

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

Designation

No. of Person

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

1 1 3

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Motorized Road Grader w/ Scarifier (140 hp), G710A b. Tandem Steel Roller (10.1 m.t.), CC421 c. Pneumatic Tire Roller (10 m.t.) c. Water Truck/Pump (16000L) Minor Tools (10% of Labor Cost)

1 1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 12.0000 m.t E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Crushed Gravel

m.t.

283+32

Sub - Total for F G. H. I. J. K.

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

928-5

RICE ANALYSIS (DUPA)

)

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

Hourly Rate

Amount A. Labor

1.00 1.00

No. of Hours

69.42 38.97

69.42 77.94

Hourly Rate

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

147.36

S

Amount

Nam B. Equipment

1.00

2,173.00

2,173.00

1.00 0.25

1,846.00 2,450.00

1,846.00 612.50

4,631.50 4,778.86 95.58 Quantity

Unit Cost

a. Asphalt Distributor, 10 f

S C. D. Output per hour = 1.0000 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.15

700.00

805.00

285+32

a. MC Cut-back Asphalt

805.00 900.58 81.05 72.05 52.68 1,106.36

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour No. of Hours

1.00 1.00

Hourly Rate

Amount

69.42 38.97

69.42 77.94

147.36 No. of Hours

Hourly Rate

A. Labor a. Construction Foreman b. Skilled Labor c. Unskilled Labor a. Batching Plant Enginee b. Mechanical Engineer c. Electrical Engineer d. Unskilled Laboratory Te e. Unskilled Labor S

Amount

Nam B. Equipment

1.00

2,173.00

2,173.00

a. Asphalt Paver (80 Hp),

1.00 0.25

1,846.00 2,450.00

1,846.00 612.50

b. Pneumatic Tire Roller (1 c. Tandem Steel Roller (10 d. Dump Truck (12 cu.yd.) e. Asphalt Batch Plant ( 60 f. Water Truck/Pump (160 g. Payloader (1.50 cu.m.), Minor Tools (10% of Labor

4,631.50 4,778.86 95.58 Quantity

Unit Cost

S

C. D. Output per hour = 171.300 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.15

750.00

862.50

287+32

a. Bituminous Material (8% b. Aggregates, Sand (79% c. Aggregates, 3/8 (19%) d. Mineral Filler (7%)

e. Diesel

862.50 958.08 86.23 76.65 56.05 1,177.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA)

ck Asphalt)

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

1.00 1.00

Hourly Rate

Amount

69.42 38.97

69.42 116.91

186.33 No. of Hours

Hourly Rate

A. Labor a. Construction Foreman b. Skilled Labor c. Unskilled Labor a. Batching Plant Enginee b. Mechanical Engineer c. Electrical Engineer d. Unskilled Laboratory Te e. Unskilled Labor S

Amount

Nam B. Equipment

1.00

936.00

936.00

a. Asphalt Paver (80 Hp),

1.00

130.54

130.54

b. Pneumatic Tire Roller (1 c. Tandem Steel Roller (10 d. Dump Truck (12 cu.yd.) e. Asphalt Batch Plant ( 60 f. Water Truck/Pump (160 g. Payloader (1.50 cu.m.), Minor Tools (10% of Labor

1,066.54 1,252.87 4,176.23 Quantity

Unit Cost

S

C. D. Output per hour = 171.300 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.05

40,300.00

42,315.00

289+32

a. Emulsified Asphalt (10% b. Aggregates, Sand (79% c. Aggregates, 3/8 (19%) d. Mineral Filler (7%)

e. Diesel

42,315.00 46,491.23 4,184.21 3,719.30 2,719.74 57,114.48

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA)

ck Asphalt)

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

1.00 1.00

Hourly Rate

Amount

69.42 38.97

69.42 116.91

186.33 No. of Hours

Hourly Rate

A. Labor a. Construction Foreman b. Skilled Labor c. Unskilled Labor a. Batching Plant Enginee b. Mechanical Engineer c. Electrical Engineer d. Unskilled Laboratory Te e. Unskilled Labor S

Amount

Nam B. Equipment

1.00

936.00

936.00

a. Asphalt Paver (80 Hp),

1.00

130.54

130.54

b. Pneumatic Tire Roller (1 c. Tandem Steel Roller (10 d. Dump Truck (12 cu.yd.) e. Asphalt Batch Plant ( 60 f. Water Truck/Pump (160 g. Payloader (1.50 cu.m.), Minor Tools (10% of Labor

1,066.54 1,252.87 4,176.23 Quantity

Unit Cost

S

C. D. Output per hour = 171.300 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.05

41,575.00

43,653.75

291+32

a. MC - 70 Cut-back Asph b. Aggregates, Sand (79% c. Aggregates, 3/8 (19%) d. Mineral Filler (7%)

e. Diesel

43,653.75 47,829.98 4,304.70 3,826.40 2,798.05 58,759.13

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA)

k Asphalt)

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

1.00 1.00

Hourly Rate

Amount

69.42 38.97

69.42 116.91

186.33 No. of Hours

Hourly Rate

A. Labor a. Construction Foreman b. Skilled Labor c. Unskilled Labor a. Batching Plant Enginee b. Mechanical Engineer c. Electrical Engineer d. Unskilled Laboratory Te e. Unskilled Labor S

Amount

Nam B. Equipment

1.00

936.00

936.00

a. Dump Truck (12 cu. yd)

1.00

130.54

130.54

b. Asphalt Batch Plant ( 60 c. Water Truck/Pump (160 d. Payloader (1.50 cu.m.), Minor Tools (10% of Labor

1,066.54 1,252.87 4,176.23 Quantity

Unit Cost

S

C. D. Output per hour = 171.300 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.05

41,575.00

43,653.75

293+32

a. MC - 70 Cut-back Asph b. Aggregates, Sand (79% c. Aggregates, 3/8 (19%) d. Mineral Filler (7%)

e. Diesel

43,653.75 47,829.98 4,304.70 3,826.40 2,798.05 58,759.13

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA)

sphalt)

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

Hourly Rate

Amount A. Labor

1.00 1.00

No. of Hours

69.42 38.97

69.42 116.91

Hourly Rate

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

186.33

S

Amount

Nam B. Equipment

1.00 1.00

936.00 130.54

936.00 130.54

1,066.54 1,252.87

Quantity

Unit Cost

a. Asphalt Paver (80 Hp), b. Pneumatic Tire Roller (1 c. Tandem Steel Roller (10 d. Water Truck/Pump (160 Minor Tools (10% of Labor

S

4,176.23

C. D. Output per hour = 285.51 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.05

44,000.00

46,200.00

295+32

a. Bituminous Concrete Su thickness = 30mm (w/ 5%

46,200.00 50,376.23 4,533.86 4,030.10 2,947.01 61,887.20

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA)

gate)

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

Hourly Rate

Amount A. Labor

1.00 1.00

No. of Hours

69.42 38.97

69.42 779.40

Hourly Rate

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

848.82

S

Amount

Nam B. Equipment

1.00 0.25

1,652.00 2,450.00

1,652.00 612.50

2,264.50 3,113.32 194.58 Quantity

Unit Cost

a. Asphalt Paver (80 Hp), b. Pneumatic Tire Roller (1 c. Tandem Steel Roller (10 c. Water Truck/Pump (160 Minor Tools (10% of Labor

S C. D. Output per hour = 214.13 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.15

406.25

467.19

297+32

a. Bituminous Concrete Su thickness = 40mm (w/ 5%

467.19 661.77 59.56 52.94 38.71 812.98

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA)

k Asphalt)

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

Hourly Rate

Amount A. Labor

1.00 1.00

No. of Hours

69.42 38.97

69.42 116.91

Hourly Rate

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

186.33

S

Amount

Nam B. Equipment

1.00 1.00

936.00 130.54

936.00 130.54

1,066.54 1,252.87 4,176.23 Quantity

Unit Cost

a. Asphalt Paver (80 Hp), b. Pneumatic Tire Roller (1 c. Tandem Steel Roller (10 c. Water Truck/Pump (160 Minor Tools (10% of Labor

S

C. D. Output per hour = 171.300 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.05

40,300.00

42,315.00

299+32

a. Bituminous Concrete Su thickness = 50mm (w/ 5%

42,315.00 46,491.23 4,184.21 3,719.30 2,719.74 57,114.48

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA)

k Asphalt)

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

1.00 1.00

Hourly Rate

Amount

69.42 38.97

69.42 116.91

186.33 No. of Hours

Hourly Rate

A. Labor a. Construction Foreman b. Skilled Labor c. Unskilled Labor a. Batching Plant Enginee b. Mechanical Engineer c. Electrical Engineer d. Unskilled Laboratory Te e. Unskilled Labor S

Amount

Nam B. Equipment

1.00 1.00

936.00 130.54

936.00 130.54

1,066.54 1,252.87

Quantity

Unit Cost

a. Asphalt Paver (80 Hp), b. Pneumatic Tire Roller (1 c. Tandem Steel Roller (10 d. Dump Truck (12 cu.yd.) e. Asphalt Batch Plant ( 60 f. Water Truck/Pump (160 g. Payloader (1.50 cu.m.), Minor Tools (10% of Labor

S

4,176.23

C. D. Output per hour = 285.51 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.05

41,575.00

43,653.75

301+32

a. Asphalt Cement (8%) b. Aggregates, Sand (79% c. Aggregates, 3/8 (19%) d. Mineral Filler (7%)

e. Diesel

43,653.75 47,829.98 4,304.70 3,826.40 2,798.05 58,759.13

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA)

ment Penetration Grade 120-150)

No. of Hours

1.00 1.00

Item No./Description Unit of Measurement Output per hour Hourly Rate

Amount

69.42 38.97

69.42 116.91

186.33 No. of Hours

Hourly Rate

A. Labor a. Construction Foreman b. Skilled Labor c. Unskilled Labor a. Batching Plant Enginee b. Mechanical Engineer c. Electrical Engineer d. Unskilled Laboratory Te e. Unskilled Labor S

Amount

Nam B. Equipment

1.00 1.00

936.00 130.54

936.00 130.54

1,066.54 1,252.87

Quantity

Unit Cost

a. Asphalt Paver (80 Hp), b. Pneumatic Tire Roller (1 c. Tandem Steel Roller (10 d. Dump Truck (12 cu.yd.) e. Asphalt Batch Plant ( 60 f. Water Truck/Pump (160 g. Payloader (1.50 cu.m.), Minor Tools (10% of Labor

S

4,176.23

C. D. Output per hour = 214.13 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.05

50,775.00

53,313.75

303+32

a. Asphalt Cement (8%) b. Aggregates, Sand (79% c. Aggregates, 3/8 (19%) d. Mineral Filler (7%)

e. Diesel

53,313.75 57,489.98 5,174.10 4,599.20 3,363.16 70,626.44

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA)

regate Grading)

Item No./Description Unit of Measurement Output per hour

No. of Hours

1.00 1.00

Hourly Rate

Amount

69.42 38.97

69.42 779.40

848.82 No. of Hours

Hourly Rate

A. Labor a. Construction Foreman b. Skilled Labor c. Unskilled Labor a. Batching Plant Enginee b. Mechanical Engineer c. Electrical Engineer d. Unskilled Laboratory Te e. Unskilled Labor S

Amount

Nam B. Equipment

1.00 0.25

1,846.00 2,450.00

1,846.00 612.50

2,458.50 3,307.32 206.71 Quantity

Unit Cost

a. Asphalt Paver (80 Hp), b. Pneumatic Tire Roller (1 c. Tandem Steel Roller (10 d. Dump Truck (12 cu.yd.) e. Asphalt Batch Plant ( 60 f. Water Truck/Pump (160 g. Payloader (1.50 cu.m.), Minor Tools (10% of Labor

S

C. D. Output per hour = 171.300 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.15

406.25

467.19

305+32

a. Asphalt Cement (8%) b. Aggregates, Sand (79% c. Aggregates, 3/8 (19%) d. Mineral Filler (7%)

e. Diesel

467.19 673.90 60.65 53.91 39.42 827.88

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA)

halt Cement Penetration Grade 120-150)

No. of Hours

Item No./Description Unit of Measurement Output per hour

Hourly Rate

Amount A. Labor

1.00 1.00

No. of Hours

69.42 38.97

69.42 116.91

Hourly Rate

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

186.33

S

Amount

Nam B. Equipment

1.00 1.00

936.00 130.54

936.00 130.54

1,066.54 1,252.87

Quantity

Unit Cost

a. Transit Mixer (5 cu.m.) b. Concrete Vibrator c. Concrete Batching Plan d. Payloader (1.50 cu.m.), e. Concrete Screeder (5.5 f. Water Truck/Pump (160 g. Concrete Saw (7.5 Hp), h. Bar Cutter, Single Phas Minor Tools (5% of Labor

S

4,176.23

C. D. Output per hour = 107.33 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.05

50,775.00

53,313.75

307+32

a. Reinforcing Steel Bar b. Curing Compound c. Asphalt Sealant d. Steel Forms (Rental)

e. Sand f. Gravel g. Cement h. Concrete Saw (diamond i. Pipe Sleeve, 1" dia. j. Grease/Tar

53,313.75 57,489.98 5,174.10 4,599.20 3,363.16 70,626.44

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA) Cut-back Asphalt)

Item No./Description Unit of Measurement Output per hour

No. of Hours

Hourly Rate

Amount A. Labor

1.00 1.00

No. of Hours

69.42 38.97

69.42 116.91

Hourly Rate

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

186.33

S

Amount

Nam B. Equipment

1.00 1.00

936.00 130.54

936.00 130.54

1,066.54 1,252.87

Quantity

Unit Cost

a. Concrete Vibrator b. Concrete Screeder (5.5 c. Concrete Saw (7.5 Hp), d. Bar Cutter, Single Phas Minor Tools (5% of Labor

S

4,176.23

C. D. Output per hour = 107.33 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.05

40,300.00

42,315.00

309+32

a. Reinforcing Steel Bar b. Curing Compound c. Asphalt Sealant d. Steel Forms (Rental)

e. Ready Mix Concrete, 35 f. Concrete Saw (diamond g. Pipe Sleeve, 1" dia. h. Grease/Tar

42,315.00 46,491.23 4,184.21 3,719.30 2,719.74 57,114.48

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA)

Cut-back Asphalt)

Item No./Description Unit of Measurement Output per hour

No. of Hours

Hourly Rate

Amount A. Labor

1.00 1.00

No. of Hours

69.42 38.97

69.42 116.91

Hourly Rate

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

186.33

S

Amount

Nam B. Equipment

1.00 1.00

936.00 130.54

936.00 130.54

1,066.54 1,252.87

Quantity

Unit Cost

a. Transit Mixer (5 cu.m.) b. Concrete Vibrator c. Concrete Batching Plan d. Payloader (1.50 cu.m.), e. Concrete Screeder (5.5 f. Water Truck/Pump (160 g. Concrete Saw (7.5 Hp), h. Bar Cutter, Single Phas Minor Tools (5% of Labor

S

4,176.23

C. D. Output per hour = 80.500 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.05

41,575.00

43,653.75

311+32

a. Reinforcing Steel Bar b. Curing Compound c. Asphalt Sealant d. Steel Forms (Rental)

e. Sand f. Gravel g. Cement h. Concrete Saw (diamond i. Pipe Sleeve, 1 1/2" dia. j. Grease/Tar

43,653.75 47,829.98 4,304.70 3,826.40 2,798.05 58,759.13

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA)

ulsified Asphalt)

Item No./Description Unit of Measurement Output per hour

No. of Hours

Hourly Rate

Amount A. Labor

1.00 1.00

No. of Hours

69.42 38.97

69.42 116.91

Hourly Rate

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

186.33

S

Amount

Nam B. Equipment

1.00 1.00

936.00 130.54

936.00 130.54

1,066.54 1,252.87

Quantity

Unit Cost

a. Concrete Vibrator b. Concrete Screeder (5.5 c. Concrete Saw (7.5 Hp), d. Bar Cutter, Single Phas Minor Tools (5% of Labor

S

4,176.23

C. D. Output per hour = 80.5 sq E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.05

44,000.00

46,200.00

313+32

a. Reinforcing Steel Bar b. Curing Compound c. Asphalt Sealant d. Steel Forms (Rental)

e. Ready Mix Concrete, 35 f. Concrete Saw (diamond g. Pipe Sleeve, 1" dia. h. Grease/Tar

46,200.00 50,376.23 4,533.86 4,030.10 2,947.01 61,887.20

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA)

Pavement (Aggregates)

No. of Hours

Item No./Description Unit of Measurement Output per hour Hourly Rate

Amount A. Labor

1.00 1.00

No. of Hours

69.42 38.97

69.42 779.40

Hourly Rate

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

848.82

S

Amount

Nam B. Equipment

1.00 0.25

1,846.00 2,450.00

1,846.00 612.50

a. Transit Mixer (5 cu.m.) b. Concrete Vibrator c. Concrete Batching Plan d. Payloader (1.50 cu.m.), e. Concrete Screeder (5.5 f. Water Truck/Pump (160 g. Concrete Saw (7.5 Hp), h. Bar Cutter, Single Phas Minor Tools (5% of Labor

2,458.50 3,307.32

S

206.71 Quantity

Unit Cost

C. D. Output per hour = 70.0000 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.15

406.25

467.19

315+32

a. Reinforcing Steel Bar b. Curing Compound c. Asphalt Sealant d. Steel Forms (Rental)

e. Sand f. Gravel g. Cement h. Concrete Saw (diamond i. Pipe Sleeve, 2" dia. j. Grease/Tar

467.19 673.90 60.65 53.91 39.42 827.88

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA)

Pavement (Asphalt Cement)

No. of Hours

Item No./Description Unit of Measurement Output per hour Hourly Rate

Amount A. Labor

1.00 1.00

No. of Hours

69.42 38.97

69.42 116.91

Hourly Rate

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

186.33

S

Amount

Nam B. Equipment

1.00 1.00

936.00 130.54

936.00 130.54

1,066.54 1,252.87 4,176.23 Quantity

Unit Cost

a. Concrete Vibrator b. Concrete Screeder (5.5 c. Concrete Saw (7.5 Hp), d. Bar Cutter, Single Phas Minor Tools (5% of Labor

S

C. D. Output per hour = 70. sq.m E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.05

50,775.00

53,313.75

317+32

a. Reinforcing Steel Bar b. Curing Compound c. Asphalt Sealant d. Steel Forms (Rental)

e. Ready Mix Concrete, 35 f. Concrete Saw (diamond g. Pipe Sleeve, 1" dia. h. Grease/Tar

53,313.75 57,489.98 5,174.10 4,599.20 3,363.16 70,626.44

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA)

Pavement (RC Cut-back Asphalt)

No. of Hours

Item No./Description Unit of Measurement Output per hour Hourly Rate

Amount A. Labor

1.00 1.00

No. of Hours

69.42 38.97

69.42 116.91

Hourly Rate

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

186.33

S

Amount

Nam B. Equipment

1.00 1.00

936.00 130.54

936.00 130.54

1,066.54 1,252.87

Quantity

Unit Cost

a. Transit Mixer (5 cu.m.) b. Concrete Vibrator c. Concrete Batching Plan d. Payloader (1.50 cu.m.), e. Concrete Screeder (5.5 f. Water Truck/Pump (160 g. Concrete Saw (7.5 Hp), h. Bar Cutter, Single Phas Minor Tools (5% of Labor

S

4,176.23

C. D. Output per hour = 64.400 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.05

41,575.00

43,653.75

319+32

a. Reinforcing Steel Bar b. Curing Compound c. Asphalt Sealant d. Steel Forms (Rental)

e. Sand f. Gravel g. Cement h. Concrete Saw (diamond i. Pipe Sleeve, 2" dia. j. Grease/Tar

43,653.75 47,829.98 4,304.70 3,826.40 2,798.05 58,759.13

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA)

Pavement (Emulsified Asphalt)

No. of Hours

Item No./Description Unit of Measurement Output per hour Hourly Rate

Amount A. Labor

1.00 1.00

No. of Hours

69.42 38.97

69.42 116.91

Hourly Rate

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

186.33

S

Amount

Nam B. Equipment

1.00 1.00

936.00 130.54

936.00 130.54

1,066.54 1,252.87

Quantity

Unit Cost

a. Concrete Vibrator b. Concrete Screeder (5.5 c. Concrete Saw (7.5 Hp), d. Bar Cutter, Single Phas Minor Tools (5% of Labor

S

4,176.23

C. D. Output per hour = 64.4 sq E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.05

44,000.00

46,200.00

321+32

a. Reinforcing Steel Bar b. Curing Compound c. Asphalt Sealant d. Steel Forms (Rental)

e. Ready Mix Concrete, 35 f. Concrete Saw (diamond g. Pipe Sleeve, 1" dia. h. Grease/Tar

46,200.00 50,376.23 4,533.86 4,030.10 2,947.01 61,887.20

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA)

se

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

Hourly Rate

Amount A. Labor

1.00 1.00 1.00

No. of Hours

69.42 50.18 38.97

69.42 50.18 116.91

Hourly Rate

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

236.51

S

Amount

Nam B. Equipment

1.00 1.00 1.00 1.00 0.25

2,824.90 1,652.00 561.00 936.00 2,450.00

2,824.90 1,652.00 561.00 936.00 612.50 23.65

a. Transit Mixer (5 cu.m.) b. Concrete Vibrator c. Concrete Batching Plan d. Payloader (1.50 cu.m.), e. Concrete Screeder (5.5 f. Water Truck/Pump (160 g. Concrete Saw (7.5 Hp), h. Bar Cutter, Single Phas Minor Tools (5% of Labor

6,610.05 6,846.56

S

570.55 Quantity

Unit Cost

C. D. Output per hour = 57.500 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.15 0.07 0.30

406.25 40,300.00 180.00

467.19 2,821.00 54.00

323+32

a. Reinforcing Steel Bar b. Curing Compound c. Asphalt Sealant d. Steel Forms (Rental)

e. Sand f. Gravel g. Cement h. Concrete Saw (diamond i. Pipe Sleeve, 2" dia. j. Grease/Tar

3,342.19 3,912.73 352.15 313.02 228.89 4,806.79

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA)

se

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

Hourly Rate

Amount A. Labor

1.00 1.00 1.00

No. of Hours

69.42 50.18 38.97

69.42 50.18 116.91

Hourly Rate

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

236.51

S

Amount

Nam B. Equipment

1.00 1.00 1.00 1.00 0.25

2,824.90 1,652.00 561.00 936.00 2,450.00

2,824.90 1,652.00 561.00 936.00 612.50 23.65

a. Concrete Vibrator b. Concrete Screeder (5.5 c. Concrete Saw (7.5 Hp), d. Bar Cutter, Single Phas Minor Tools (5% of Labor

6,610.05 6,846.56

S

570.55 Quantity

Unit Cost

C. D. Output per hour = 57.5 sq E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.15 0.10 0.30

406.25 44,000.00 180.00

467.19 4,400.00 54.00

325+32

a. Reinforcing Steel Bar b. Curing Compound c. Asphalt Sealant d. Steel Forms (Rental)

e. Ready Mix Concrete, 35 f. Concrete Saw (diamond g. Pipe Sleeve, 1" dia. h. Grease/Tar

4,921.19 5,491.73 494.26 439.34 321.27 6,746.60

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA)

x Surface Course

Item No./Description Unit of Measurement Output per hour

No. of Hours

Hourly Rate

Amount A. Labor

1.00 1.00 1.00

No. of Hours

69.42 50.18 38.97

69.42 50.18 116.91

Hourly Rate

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

236.51

S

Amount

Nam B. Equipment

1.00 1.00 1.00 0.25

2,824.90 1,652.00 561.00 2,450.00

2,824.90 1,652.00 561.00 612.50 23.65

a. Transit Mixer (5 cu.m.) b. Concrete Vibrator c. Concrete Batching Plan d. Payloader (1.50 cu.m.), e. Concrete Screeder (5.5 f. Water Truck/Pump (160 g. Concrete Saw (7.5 Hp), h. Bar Cutter, Single Phas Minor Tools (5% of Labor

5,674.05 5,910.56

S

492.55 Quantity

Unit Cost

C. D. Output per hour = 53.67 s E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.15

406.25

467.19

327+32

a. Reinforcing Steel Bar b. Curing Compound c. Asphalt Sealant d. Steel Forms (Rental)

e. Sand f. Gravel g. Cement h. Concrete Saw (diamond i. Pipe Sleeve, 2" dia. j. Grease/Tar

467.19 959.73 86.38 76.78 56.14 1,179.03

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

306(2)

Designation

r

Bituminous Material for Bituminous Road Mix Surface Course m.t. 1.00 No. of Person

No. of Hours

Hourly Rate

1 1 3

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

1

1.00

936.00

Unit

Quantity

Unit Cost

m.t.

1.05

40,300.00

Sub - Total for A Name and Capacity

utor, 10 ft. wide (5 tons)

Sub - Total for B Total (A + B) = 1.0000 m.t Name and Specification

329+32

Sub - Total for F 9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

ngencies & Miscellaneous (OCM)

928-5

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

307

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 4 8 1 1 1 1 4

1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

(80 Hp), NF220BIIVDM

1

1.00

1,833.00

e Roller (10 m.t.) Roller (10.1 m.t.), CC421 12 cu.yd.) Plant ( 60-80 TPH) ump (16000L) 0 cu.m.), LX80-2C % of Labor Cost)

1 1 2 1 1 1

1.00 1.00 1.00 1.00 1.00 1.00

561.00 1,652.00 1,420.00 4,286.63 2,450.00 1,733.00

Unit

Quantity

Unit Cost

m.t cu.m. cu.m. bag

0.00981 0.041 0.010 0.130

44,000.00 650.00 650.00 240.56

Laying & Compaction Engineer

ratory Technician

Batching/ Mixing operation

Sub - Total for A Name and Capacity

Sub - Total for B Total (A + B) = 171.300 sq.m Name and Specification

aterial (8%) and (79%) 8 (19%)

331+32

L

1.165

240.56

Sub - Total for F 9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

ngencies & Miscellaneous (OCM)

928-5

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

308(a)

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 4 8 1 1 1 1 4

1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

(80 Hp), NF220BIIVDM

1

1.00

1,833.00

e Roller (10 m.t.) Roller (10.1 m.t.), CC421 12 cu.yd.) Plant ( 60-80 TPH) ump (16000L) 0 cu.m.), LX80-2C % of Labor Cost)

1 1 2 1 1 1

1.00 1.00 1.00 1.00 1.00 1.00

561.00 1,652.00 1,420.00 4,286.63 2,450.00 1,733.00

Unit

Quantity

Unit Cost

m.t cu.m. cu.m. bag

0.01226 0.041 0.01 0.13

44,000.00 650.00 650.00 240.56

Laying & Compaction Engineer

ratory Technician

Batching/ Mixing operation

Sub - Total for A Name and Capacity

Sub - Total for B Total (A + B) = 171.300 sq.m Name and Specification

halt (10%) and (79%) 8 (19%)

333+32

L

1.165

240.56

Sub - Total for F 9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

ngencies & Miscellaneous (OCM)

928-5

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

308(b)

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 4 8 1 1 1 1 4

1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

(80 Hp), NF220BIIVDM

1

1.00

1,833.00

e Roller (10 m.t.) Roller (10.1 m.t.), CC421 12 cu.yd.) Plant ( 60-80 TPH) ump (16000L) 0 cu.m.), LX80-2C % of Labor Cost)

1 1 2 1 1 1

1.00 1.00 1.00 1.00 1.00 1.00

561.00 1,652.00 1,420.00 4,286.63 2,450.00 1,733.00

Unit

Quantity

Unit Cost

m.t cu.m. cu.m. bag

0.00858 0.0488 0.01 0.13

40,300.00 650.00 650.00 240.56

Laying & Compaction Engineer

ratory Technician

Batching/ Mixing operation

Sub - Total for A Name and Capacity

Sub - Total for B Total (A + B) = 171.300 sq.m Name and Specification

ack Asphalt (7%) and (79%)

335+32

L

1.165

240.56

Sub - Total for F 9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

ngencies & Miscellaneous (OCM)

928-5

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

309

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

Designation Laying & Compaction Engineer

ratory Technician

Batching/ Mixing operation

No. of Person

No. of Hours

Hourly Rate

1 4 8 1 1 1 1 4

1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

2

1.00

1,420.00

1 1 1

1.00 1.00 1.00

4,286.63 2,450.00 1,733.00

Unit

Quantity

Unit Cost

m.t cu.m. cu.m. bag

0.01226 0.041 0.01 0.13

40,300.00 650.00 650.00 240.56

Sub - Total for A Name and Capacity

12 cu. yd)

Plant ( 60-80 TPH) ump (16000L) 0 cu.m.), LX80-2C % of Labor Cost)

Sub - Total for B Total (A + B) = 171.300 sq.m Name and Specification

ack Asphalt (10%) and (79%)

337+32

L

1.165

240.56

Sub - Total for F 9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

ngencies & Miscellaneous (OCM)

928-5

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

310(a.1)

Designation

r

Bituminous Concrete Surface Course (30mm thk.) sq.m. 285.51 No. of Person

No. of Hours

Hourly Rate

1 4 8

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

1 1 1 1

1.00 1.00 1.00 1.00

1,833.00 561.00 1,652.00 2,450.00

Unit

Quantity

Unit Cost

m.t.

0.074

4,500.00

Sub - Total for A Name and Capacity

(80 Hp), NF220BIIVDM e Roller (10 m.t.) Roller (10.1 m.t.), CC421 ump (16000L) % of Labor Cost)

Sub - Total for B Total (A + B) = 285.51 sq.m Name and Specification

ncrete Surface Course m (w/ 5% wastage)

339+32

Sub - Total for F 9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

ngencies & Miscellaneous (OCM)

928-5

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

310(a.2)

Designation

r

Bituminous Concrete Surface Course (40mm thk.) sq.m. 214.13 No. of Person

No. of Hours

Hourly Rate

1 4 8

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

1 1 1 1

1.00 1.00 1.00 1.00

1,833.00 561.00 1,652.00 2,450.00

Unit

Quantity

Unit Cost

m.t.

0.098

4,500.00

Sub - Total for A Name and Capacity

(80 Hp), NF220BIIVDM e Roller (10 m.t.) Roller (10.1 m.t.), CC421 ump (16000L) % of Labor Cost )

Sub - Total for B Total (A + B) = 214.13 sq.m Name and Specification

ncrete Surface Course m (w/ 5% wastage)

341+32

Sub - Total for F 9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

ngencies & Miscellaneous (OCM)

928-5

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

310(a.3)

Designation

r

Bituminous Concrete Surface Course (50mm thk.) sq.m. 171.30 No. of Person

No. of Hours

Hourly Rate

1 4 8

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

1 1 1 1

1.00 1.00 1.00 1.00

1,833.00 561.00 1,652.00 2,450.00

Unit

Quantity

Unit Cost

m.t.

0.123

4,500.00

Sub - Total for A Name and Capacity

(80 Hp), NF220BIIVDM e Roller (10 m.t.) Roller (10.1 m.t.), CC421 ump (16000L) % of Labor Cost)

Sub - Total for B Total (A + B) = 171.300 sq.m Name and Specification

ncrete Surface Course m (w/ 5% wastage)

343+32

Sub - Total for F 9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

ngencies & Miscellaneous (OCM)

928-5

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

310(b.1)

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

Designation Laying & Compaction Engineer

ratory Technician

Batching/ Mixing operation

No. of Person

No. of Hours

Hourly Rate

1 4 8 1 1 1 1 4

1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

1 1 1 2 1 1 1

1.00 1.00 1.00 1.00 1.00 1.00 1.00

1,833.00 561.00 1,652.00 1,420.00 4,286.63 2,450.00 1,733.00

Unit

Quantity

Unit Cost

m.t cu.m. cu.m. bag

0.00588 0.025 0.006 0.078

40,300.00 650.00 650.00 240.56

Sub - Total for A Name and Capacity

(80 Hp), NF220BIIVDM e Roller (10 m.t.) Roller (10.1 m.t.), CC421 12 cu.yd.) Plant ( 60-80 TPH) ump (16000L) 0 cu.m.), LX80-2C % of Labor Cost)

Sub - Total for B Total (A + B) = 285.51 sq.m Name and Specification

and (79%)

345+32

L

0.699

240.56

Sub - Total for F 9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

ngencies & Miscellaneous (OCM)

928-5

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

310(b.2)

Bituminous Concrete Surface Course (40mm thk.) sq.m. 214.13

Designation Laying & Compaction Engineer

ratory Technician

Batching/ Mixing operation

No. of Person

No. of Hours

Hourly Rate

1 4 8 1 1 1 1 4

1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

1 1 1 2 1 1 1

1.00 1.00 1.00 1.00 1.00 1.00 1.00

1,833.00 561.00 1,652.00 1,420.00 4,286.63 2,450.00 1,733.00

Unit

Quantity

Unit Cost

m.t cu.m. cu.m. bag

0.00785 0.033 0.008 0.104

40,300.00 650.00 650.00 240.56

Sub - Total for A Name and Capacity

(80 Hp), NF220BIIVDM e Roller (10 m.t.) Roller (10.1 m.t.), CC421 12 cu.yd.) Plant ( 60-80 TPH) ump (16000L) 0 cu.m.), LX80-2C % of Labor Cost)

Sub - Total for B Total (A + B) = 214.13 sq.m Name and Specification

and (79%)

347+32

L

0.932

240.56

Sub - Total for F 9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

ngencies & Miscellaneous (OCM)

928-5

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

310(b.3)

Bituminous Concrete Surface Course (50mm thk.) sq.m. 171.30

Designation Laying & Compaction Engineer

ratory Technician

Batching/ Mixing operation

No. of Person

No. of Hours

Hourly Rate

1 4 8 1 1 1 1 4

1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

1 1 1 2 1 1 1

1.00 1.00 1.00 1.00 1.00 1.00 1.00

1,833.00 561.00 1,652.00 1,420.00 4,286.63 2,450.00 1,733.00

Unit

Quantity

Unit Cost

m.t cu.m. cu.m. bag

0.00981 0.041 0.01 0.13

40,300.00 650.00 650.00 240.56

Sub - Total for A Name and Capacity

(80 Hp), NF220BIIVDM e Roller (10 m.t.) Roller (10.1 m.t.), CC421 12 cu.yd.) Plant ( 60-80 TPH) ump (16000L) 0 cu.m.), LX80-2C % of Labor Cost)

Sub - Total for B Total (A + B) = 171.300 sq.m Name and Specification

and (79%)

349+32

L

1.165

240.56

Sub - Total for F 9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

ngencies & Miscellaneous (OCM)

928-5

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

311(1)a.1

Designation

r

PCC Pavement (Plain) - Conventional Method, 150mm thk. sq.m. 107.33 No. of Person

No. of Hours

Hourly Rate

1 4 12

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

4 2 1 1 1 1 1 1

1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.10

1,318.00 91.25 1,759.50 1,733.00 545.00 2,450.00 32.63 219.75

Unit

Quantity

Unit Cost

kg. L L m

0.33 0.29 0.12 0.46

40.00 28.00 44.00 50.00

Sub - Total for A Name and Capacity

5 cu.m.)

hing Plant (30 cu.m.) 0 cu.m.), LX80-2C eder (5.5 Hp) ump (16000L) (7.5 Hp), 14" Blade Ø gle Phase of Labor Cost)

Sub - Total for B Total (A + B) = 107.33 sq.m Name and Specification

351+32

(diamond blade 14" dia)

cu.m. cu.m. bag pc. m L

0.0825 0.15 1.43 0.00015 0.0078 0.0015

850.00 650.00 220.00 8,000.00 34.33 300.00

Sub - Total for F 9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

ngencies & Miscellaneous (OCM)

928-5

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

311(1)a.1.1

Designation

r

PCC Pavement (Plain) - Conventional Method, 150mm thk. sq.m. 107.33 No. of Person

No. of Hours

Hourly Rate

1 4 12

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

2 1 1 1

1.00 1.00 1.00 0.10

91.25 545.00 32.63 219.75

Unit

Quantity

Unit Cost

kg. L L m

0.33 0.29 0.12 0.46

40.00 28.00 44.00 50.00

Sub - Total for A Name and Capacity

eder (5.5 Hp) (7.5 Hp), 14" Blade Ø gle Phase of Labor Cost)

Sub - Total for B Total (A + B) = 107.33 sq.m Name and Specification

353+32

ncrete, 3500 psi (diamond blade 14" dia)

cu.m. pc. m L

0.15 0.00015 0.0078 0.0015

850.00 8,000.00 34.33 300.00

Sub - Total for F 9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

ngencies & Miscellaneous (OCM)

928-5

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

311(1)a.2

Designation

r

PCC Pavement (Plain) - Conventional Method, 200mm thk. sq.m. 80.50 No. of Person

No. of Hours

Hourly Rate

1 4 12

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

4 2 1 1 1 1 1 1

1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.10

1,318.00 91.25 1,759.50 1,733.00 545.00 2,450.00 32.63 219.75

Unit

Quantity

Unit Cost

kg. L L m

0.39 0.29 0.12 0.46

36.00 75.00 50.00 56.00

Sub - Total for A Name and Capacity

5 cu.m.)

hing Plant (30 cu.m.) 0 cu.m.), LX80-2C eder (5.5 Hp) ump (16000L) (7.5 Hp), 14" Blade Ø gle Phase of Labor Cost)

Sub - Total for B Total (A + B) = 80.500 sq.m Name and Specification

355+32

(diamond blade 14" dia) 1/2" dia.

cu.m. cu.m. bag pc. m L

0.11 0.20 1.90 0.00015 0.0086 0.0056

500.00 600.00 240.00 8,000.00 97.00 210.00

Sub - Total for F 9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

ngencies & Miscellaneous (OCM)

928-5

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

311(1)a.2.1

Designation

r

PCC Pavement (Plain) - Conventional Method, 200mm thk. sq.m. 80.50 No. of Person

No. of Hours

Hourly Rate

1 4 12

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

2 1 1 1

1.00 1.00 1.00 0.10

91.25 545.00 32.63 219.75

Unit

Quantity

Unit Cost

kg. L L m

0.39 0.29 0.12 0.46

40.00 28.00 44.00 50.00

Sub - Total for A Name and Capacity

eder (5.5 Hp) (7.5 Hp), 14" Blade Ø gle Phase of Labor Cost)

Sub - Total for B Total (A + B) = 80.5 sq.m Name and Specification

357+32

ncrete, 3500 psi (diamond blade 14" dia)

cu.m. pc. m L

0.2 0.00015 0.0086 0.0056

850.00 8,000.00 34.33 300.00

Sub - Total for F 9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

ngencies & Miscellaneous (OCM)

928-5

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

311(1)a.3

Designation

r

PCC Pavement (Plain) - Conventional Method, 230mm thk. sq.m. 70.00 No. of Person

No. of Hours

Hourly Rate

1 4 12

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

4 2 1 1 1 1 1 1

1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.10

1,318.00 91.25 1,759.50 1,733.00 545.00 2,450.00 32.63 219.75

Unit

Quantity

Unit Cost

kg. L L m

0.43 0.29 0.12 0.46

40.00 28.00 44.00 50.00

Sub - Total for A Name and Capacity

5 cu.m.)

hing Plant (30 cu.m.) 0 cu.m.), LX80-2C eder (5.5 Hp) ump (16000L) (7.5 Hp), 14" Blade Ø gle Phase of Labor Cost)

Sub - Total for B Total (A + B) = 70.0000 sq.m Name and Specification

359+32

(diamond blade 14")

cu.m. cu.m. bag pc. m L

0.1265 0.23 2.19 0.00015 0.0071 0.0087

850.00 650.00 220.00 8,000.00 97.00 300.00

Sub - Total for F 9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

ngencies & Miscellaneous (OCM)

928-5

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

311(1)a.3.1

Designation

r

PCC Pavement (Plain) - Conventional Method, 230mm thk. sq.m. 70.00 No. of Person

No. of Hours

Hourly Rate

1 4 12

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

2 1 1 1

1.00 1.00 1.00 0.10

91.25 545.00 32.63 219.75

Unit

Quantity

Unit Cost

kg. L L m

0.43 0.29 0.12 0.46

40.00 28.00 44.00 50.00

Sub - Total for A Name and Capacity

eder (5.5 Hp) (7.5 Hp), 14" Blade Ø gle Phase of Labor Cost)

Sub - Total for B Total (A + B) = 70. sq.m Name and Specification

361+32

ncrete, 3500 psi (diamond blade 14" dia)

cu.m. pc. m L

0.23 0.00015 0.0071 0.0087

850.00 8,000.00 34.33 300.00

Sub - Total for F 9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

ngencies & Miscellaneous (OCM)

928-5

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

311(1)a.4

Designation

r

PCC Pavement (Plain) - Conventional Method, 250mm thk. sq.m. 64.40 No. of Person

No. of Hours

Hourly Rate

1 4 12

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

4 2 1 1 1 1 1 1

1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.10

1,318.00 91.25 1,759.50 1,733.00 545.00 2,450.00 32.63 219.75

Unit

Quantity

Unit Cost

kg. L L m

0.45 0.29 0.15 0.46

40.00 28.00 44.00 50.00

Sub - Total for A Name and Capacity

5 cu.m.)

hing Plant (30 cu.m.) 0 cu.m.), LX80-2C eder (5.5 Hp) ump (16000L) (7.5 Hp), 14" Blade Ø gle Phase of Labor Cost)

Sub - Total for B Total (A + B) = 64.400 sq.m Name and Specification

363+32

(diamond blade 14")

cu.m. cu.m. bag pc. m L

0.1375 0.25 2.38 0.00015 0.0078 0.0095

850.00 650.00 220.00 8,000.00 97.00 300.00

Sub - Total for F 9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

ngencies & Miscellaneous (OCM)

928-5

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

311(1)a.4.1

Designation

r

PCC Pavement (Plain) - Conventional Method, 250mm thk. sq.m. 64.40 No. of Person

No. of Hours

Hourly Rate

1 4 12

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

2 1 1 1

1.00 1.00 1.00 0.10

91.25 545.00 32.63 219.75

Unit

Quantity

Unit Cost

kg. L L m

0.45 0.29 0.15 0.46

40.00 28.00 44.00 50.00

Sub - Total for A Name and Capacity

eder (5.5 Hp) (7.5 Hp), 14" Blade Ø gle Phase of Labor Cost)

Sub - Total for B Total (A + B) = 64.4 sq.m Name and Specification

365+32

ncrete, 3500 psi (diamond blade 14" dia)

cu.m. pc. m L

0.25 0.00015 0.0078 0.0095

850.00 8,000.00 34.33 300.00

Sub - Total for F 9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

ngencies & Miscellaneous (OCM)

928-5

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

311(1)a.5

Designation

r

PCC Pavement (Plain) - Conventional Method, 280mm thk. sq.m. 57.50 No. of Person

No. of Hours

Hourly Rate

1 4 12

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

4 2 1 1 1 1 1 1

1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.10

1,318.00 91.25 1,759.50 1,733.00 545.00 2,450.00 32.63 219.75

Unit

Quantity

Unit Cost

kg. L L m

0.50 0.29 0.17 0.46

40.00 28.00 44.00 50.00

Sub - Total for A Name and Capacity

5 cu.m.)

hing Plant (30 cu.m.) 0 cu.m.), LX80-2C eder (5.5 Hp) ump (16000L) (7.5 Hp), 14" Blade Ø gle Phase of Labor Cost)

Sub - Total for B Total (A + B) = 57.500 sq.m Name and Specification

367+32

(diamond blade 14")

cu.m. cu.m. bag pc. m L

0.154 0.28 2.66 0.00015 0.0078 0.0078

850.00 650.00 220.00 8,000.00 97.00 300.00

Sub - Total for F 9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

ngencies & Miscellaneous (OCM)

928-5

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

311(1)a.5.1

Designation

r

PCC Pavement (Plain) - Conventional Method, 280mm thk. sq.m. 57.50 No. of Person

No. of Hours

Hourly Rate

1 4 12

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

2 1 1 1

1.00 1.00 1.00 0.10

91.25 545.00 32.63 219.75

Unit

Quantity

Unit Cost

kg. L L m

0.50 0.29 0.17 0.46

40.00 28.00 44.00 50.00

Sub - Total for A Name and Capacity

eder (5.5 Hp) (7.5 Hp), 14" Blade Ø gle Phase of Labor Cost)

Sub - Total for B Total (A + B) = 57.5 sq.m Name and Specification

369+32

ncrete, 3500 psi (diamond blade 14" dia)

cu.m. pc. m L

0.28 0.00015 0.0078 0.0078

850.00 8,000.00 34.33 300.00

Sub - Total for F 9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

ngencies & Miscellaneous (OCM)

928-5

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

311(1)a.6

Designation

r

PCC Pavement (Plain) - Conventional Method, 300mm thk. sq.m. 53.67 No. of Person

No. of Hours

Hourly Rate

1 4 12

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

4 2 1 1 1 1 1 1

1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.10

1,318.00 91.25 1,759.50 1,733.00 545.00 2,450.00 32.63 219.75

Unit

Quantity

Unit Cost

kg. L L m

0.55 0.29 0.18 0.46

40.00 28.00 44.00 50.00

Sub - Total for A Name and Capacity

5 cu.m.)

hing Plant (30 cu.m.) 0 cu.m.), LX80-2C eder (5.5 Hp) ump (16000L) (7.5 Hp), 14" Blade Ø gle Phase of Labor Cost)

Sub - Total for B Total (A + B) = 53.67 sq.m Name and Specification

371+32

(diamond blade 14")

cu.m. cu.m. bag pc. m L

0.165 0.30 2.85 0.00015 0.0094 0.0094

850.00 650.00 220.00 8,000.00 97.00 300.00

Sub - Total for F 9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

ngencies & Miscellaneous (OCM)

928-5

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

: : :

Amount

311(1)a.6.1

Designation A. Labor

69.42 50.18 116.91

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

236.51

Sub - Total for A

Amount

Name and Capacity B. Equipment

936.00

a. Concrete Vibrator b. Concrete Screeder (5.5 Hp) c. Concrete Saw (7.5 Hp), 14" Blade Ø d. Bar Cutter, Single Phase Minor Tools (5% of Labor Cost)

936.00 1,172.51 1,172.51

Sub - Total for B C. Total (A + B) D. Output per hour = 53.67 sq.m E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

42,315.00

a. Reinforcing Steel Bar b. Curing Compound c. Asphalt Sealant d. Steel Forms (Rental)

373+32

PCC Pavement (Plain) sq.m. 53.67

e. Ready Mix Concrete, 3500 psi f. Concrete Saw (diamond blade 14" dia) g. Pipe Sleeve, 1" dia. h. Grease/Tar

42,315.00 43,487.51 3,913.88 3,479.00 2,544.02 53,424.41

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

Amount

311(1)b.1

Designation A. Labor

69.42 200.72 311.76 0.00 0.00 0.00 0.00 0.00 581.90

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

Sub - Total for A

Amount

Name and Capacity B. Equipment

1,833.00

a. Concrete Batching Plant (30 cu.m.)

561.00 1,652.00 2,840.00 4,286.63 2,450.00 1,733.00 58.19

b. Concrete Paver, COM, III, FOUR-TRACK c. Transit Mixer (5 cu.m.) d. Payloader (1.50 cu.m.), LX80-2C e. Water Truck/Pump (16000L) f. Concrete Saw (7.5 Hp), 14" Blade Ø g. Concrete Vibrator h. Bar Cutter, Single Phase

15,413.82 15,995.72 93.38

Sub - Total for B C. Total (A + B) D. Output per hour = 90.0000 sq.m E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

431.64 26.65 6.50 31.27

a. Reinforcing Steel Bar b. Curing Compound c. Asphalt Sealant d. Sand

375+32

PCC Pavement (Plain) sq.m. 90.00

280.25

776.32 869.69 78.27 69.58 50.88 1,068.42

e. Gravel f. Cement g. Concrete Saw (diamond blade 14") h. Pipe Sleeve, 2" dia. i. Grease/Tar

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

Amount

311(1)b.1.1

Designation A. Labor

69.42 200.72 311.76 0.00 0.00 0.00 0.00 0.00 581.90

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

Sub - Total for A

Amount

Name and Capacity B. Equipment

1,833.00

a. Concrete Paver, COM, III, FOUR-TRACK

561.00 1,652.00 2,840.00 4,286.63 2,450.00 1,733.00 58.19

b. Concrete Screeder (5.5 Hp) d. Concrete Vibrator d. Bar Cutter, Single Phase

15,413.82 15,995.72 93.38

Sub - Total for B C. Total (A + B) D. Output per hour = 100.0000 sq.m E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

539.44 26.65 6.50 31.27

a. Reinforcing Steel Bar b. Curing Compound c. Asphalt Sealant d. Ready Mix Concrete, 3500 psi

377+32

PCC Pavement (Plain) sq.m. 100.00

280.25

884.12 977.49 87.97 78.20 57.18 1,200.85

e. Concrete Saw (diamond blade 14" dia) f. Pipe Sleeve, 1" dia. g. Grease/Tar

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

Amount

311(1)b.2

Designation A. Labor

69.42 200.72 311.76 0.00 0.00 0.00 0.00 0.00 581.90

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

Sub - Total for A

Amount

Name and Capacity B. Equipment

1,833.00

a. Concrete Batching Plant (30 cu.m.)

561.00 1,652.00 2,840.00 4,286.63 2,450.00 1,733.00 58.19

b. Concrete Paver, COM, III, FOUR-TRACK c. Transit Mixer (5 cu.m.) d. Payloader (1.50 cu.m.), LX80-2C e. Water Truck/Pump (16000L) f. Concrete Saw (7.5 Hp), 14" Blade Ø g. Concrete Vibrator h. Bar Cutter, Single Phase

15,413.82 15,995.72 93.38

Sub - Total for B C. Total (A + B) D. Output per hour = 82.800 sq.m E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

345.77 31.72 6.50 31.27

a. Reinforcing Steel Bar b. Curing Compound c. Asphalt Sealant d. Sand

379+32

PCC Pavement (Plain) sq.m. 82.80

280.25

695.52 788.90 71.00 63.11 46.15 969.16

e. Gravel f. Cement g. Concrete Saw (diamond blade 14") h. Pipe Sleeve, 2" dia. i. Grease/Tar

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

Amount

311(1)b.2.1

Designation A. Labor

69.42 200.72 311.76 0.00 0.00 0.00 0.00 0.00 581.90

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

Sub - Total for A

Amount

Name and Capacity B. Equipment

2,840.00

a. Concrete Paver, COM, III, FOUR-TRACK

4,286.63 2,450.00 1,733.00 58.19

b. Concrete Screeder (5.5 Hp) d. Concrete Vibrator d. Bar Cutter, Single Phase

11,367.82 11,949.72 69.76

Sub - Total for B C. Total (A + B) D. Output per hour = 100.0000 sq.m E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

494.08 26.65 6.50 31.27

a. Reinforcing Steel Bar b. Curing Compound c. Asphalt Sealant d. Ready Mix Concrete, 3500 psi

381+32

PCC Pavement (Plain) sq.m. 100.00

280.25

838.75 908.51 81.77 72.68 53.15 1,116.11

e. Concrete Saw (diamond blade 14" dia) f. Pipe Sleeve, 1" dia. g. Grease/Tar

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

Amount

311(1)b.3

Designation A. Labor

69.42 200.72 311.76

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

581.90

Sub - Total for A

Amount

Name and Capacity B. Equipment

1,833.00 561.00 1,652.00 2,450.00 58.19

6,554.19 7,136.09 24.99

a. Concrete Batching Plant (30 cu.m.) b. Concrete Paver, COM, III, FOUR-TRACK c. Transit Mixer (5 cu.m.) d. Payloader (1.50 cu.m.), LX80-2C e. Water Truck/Pump (16000L) f. Concrete Saw (7.5 Hp), 14" Blade Ø g. Concrete Vibrator h. Bar Cutter, Single Phase

Sub - Total for B C. Total (A + B) D. Output per hour = 73.93 sq.m E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

333.00

a. Reinforcing Steel Bar b. Curing Compound c. Asphalt Sealant d. Sand

383+32

PCC Pavement (Plain) sq.m. 73.93

e. Gravel f. Cement g. Concrete Saw (diamond blade 14") h. Pipe Sleeve, 2" dia. i. Grease/Tar

333.00 357.99 32.22 28.64 20.94 439.80

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

Amount

311(1)b.3.1

Designation A. Labor

69.42 200.72 311.76

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

581.90

Sub - Total for A

Amount

Name and Capacity B. Equipment

1,833.00 561.00 1,652.00 2,450.00 58.19

6,554.19 7,136.09 33.33

a. Concrete Paver, COM, III, FOUR-TRACK b. Concrete Screeder (5.5 Hp) d. Concrete Vibrator d. Bar Cutter, Single Phase

Sub - Total for B C. Total (A + B) D. Output per hour = 100.0000 sq.m E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

441.00

a. Reinforcing Steel Bar b. Curing Compound c. Asphalt Sealant d. Ready Mix Concrete, 3500 psi

385+32

PCC Pavement (Plain) sq.m. 100.00

e. Concrete Saw (diamond blade 14" dia) f. Pipe Sleeve, 1" dia. g. Grease/Tar

441.00 474.33 42.69 37.95 27.75 582.71

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

Amount

311(1)b.4

Designation A. Labor

69.42 200.72 311.76

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

581.90

Sub - Total for A

Amount

Name and Capacity B. Equipment

1,833.00 561.00 1,652.00 2,450.00 58.19

6,554.19 7,136.09 41.66

a. Concrete Batching Plant (30 cu.m.) b. Concrete Paver, COM, III, FOUR-TRACK c. Transit Mixer (5 cu.m.) d. Payloader (1.50 cu.m.), LX80-2C e. Water Truck/Pump (16000L) f. Concrete Saw (7.5 Hp), 14" Blade Ø g. Concrete Vibrator h. Bar Cutter, Single Phase

Sub - Total for B C. Total (A + B) D. Output per hour = 69.0000 sq.m E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

553.50

a. Reinforcing Steel Bar b. Curing Compound c. Asphalt Sealant d. Sand

387+32

PCC Pavement (Plain) sq.m. 69.00

e. Gravel f. Cement g. Concrete Saw (diamond blade 14") h. Pipe Sleeve, 2" dia. i. Grease/Tar

553.50 595.16 53.56 47.61 34.82 731.15

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

Amount

311(1)b.4.1

Designation A. Labor

69.42 200.72 311.76 0.00 0.00 0.00 0.00 0.00 512.48

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

Sub - Total for A

Amount

Name and Capacity B. Equipment

1,833.00 561.00 1,652.00 2,840.00 4,286.63 2,450.00 1,733.00 51.25

15,406.88 15,919.36 55.76

a. Concrete Paver, COM, III, FOUR-TRACK b. Concrete Screeder (5.5 Hp) d. Concrete Vibrator d. Bar Cutter, Single Phase

Sub - Total for B C. Total (A + B) D. Output per hour = 100.0000 sq.m E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

236.96 16.25 3.90 18.76

a. Reinforcing Steel Bar b. Curing Compound c. Asphalt Sealant d. Ready Mix Concrete, 3500 psi

389+32

PCC Pavement (Plain) sq.m. 100.00

168.15

e. Concrete Saw (diamond blade 14" dia) f. Pipe Sleeve, 1" dia. g. Grease/Tar

444.03 499.79 44.98 39.98 29.24 613.99

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

Amount

311(1)c

Designation A. Labor

69.42 200.72 311.76 0.00 0.00 0.00 0.00 0.00 581.90

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

Sub - Total for A

Amount

Name and Capacity B. Equipment

1,833.00 561.00 1,652.00 2,840.00 4,286.63 2,450.00 1,733.00 58.19

15,413.82 15,995.72 74.70

a. One Bagger Mixer b. Water Truck/Pump (16000L) c. Concrete Vibrator d. Bar Cutter, Single Phase e. Concrete Saw (7.5 Hp), 14" Blade Ø Minor Tools (5% of Labor Cost )

Sub - Total for B C. Total (A + B) D. Output per hour = 12.0000 sq.m E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

316.36 21.45 5.20 25.02

a. Reinforcing Steel Bar b. Curing Compound c. Asphalt Sealant d. Steel Forms (Rental)

391+32

PCC Pavement (Plain) sq.m. 12.00

224.20

592.23 666.93 60.02 53.35 39.02 819.32

e. Sand f. Gravel g. Cement h. Concrete Saw (diamond blade 14") i. Pipe Sleeve, 1" dia. j. Grease/Tar

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

Amount

311(1)c.1

Designation A. Labor

69.42 200.72 311.76 0.00 0.00 0.00 0.00 0.00 581.90

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

Sub - Total for A

Amount

Name and Capacity B. Equipment

1,833.00 561.00 1,652.00 2,840.00 4,286.63 2,450.00 1,733.00 58.19

15,413.82 15,995.72 93.38

a. Concrete Vibrator b. Concrete Saw (7.5 Hp), 14" Blade Ø c. Bar Cutter, Single Phase Minor Tools (5% of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per hour = 12. sq.m E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

395.34 26.65 6.50 31.27

a. Reinforcing Steel Bar b. Curing Compound c. Asphalt Sealant d. Steel Forms (Rental)

393+32

PCC Pavement (Plain) sq.m. 12.00

280.25

740.02 833.40 75.01 66.67 48.75 1,023.83

e. Ready Mix Concrete, 3500 psi f. Concrete Saw (diamond blade 14" dia) g. Pipe Sleeve, 1" dia. h. Grease/Tar

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

Amount

311(2)

Designation A. Labor

69.42 200.72 467.64

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

737.78

Sub - Total for A

Amount

Name and Capacity B. Equipment

5,272.00 182.50 1,759.50 1,733.00 545.00 2,450.00 32.63 21.98 36.89

a. Concrete Batching Plant (30 cu.m.) b. Concrete Screeder (5.5 Hp) c. Transit Mixer (5 cu.m.) d. Payloader (1.50 cu.m.), LX80-2C e. Water Truck/Pump (16000L) f. Concrete Vibrator g. Bar Cutter, Single Phase h. Bar Bender Minor Tools (5% of Labor)

12,033.49 12,771.27

Sub - Total for B C. Total (A + B) D. Output per hour = 6.0000 sq.m E. Direct Unit Cost (C ÷ D)

118.99 Amount

Name and Specification F. Materials

13.20 8.12 5.28 23.00

a. Reinforcing Steel Bar b. Curing Compound c. Asphalt Sealant d. Steel Forms (Rental)

395+32

PCC Pavement (Reinforc sq.m. 6.00

70.13 97.50 314.60 1.20 0.27 0.45

533.74 652.73 58.75 52.22 38.18 801.88

e. Sand f. Gravel g. Cement h. # 16 GI Tie Wire (2% of RSB)

Sub - Total for F G. H. I. J. K.

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

928-5

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

: : :

Amount

311(2)1

Designation A. Labor

69.42 200.72 467.64

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

737.78

Sub - Total for A

Amount

Name and Capacity B. Equipment

182.50 545.00 32.63 21.98 36.89

818.99 1,556.77 14.50

a. Concrete Vibrator b. Concrete Saw (7.5 Hp), 14" Blade Ø c. Bar Cutter, Single Phase d. Bar Bender Minor Tools (5% of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per hour = 6. sq.m E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

13.20 8.12 5.28 23.00

a. Reinforcing Steel Bar b. Curing Compound c. Asphalt Sealant d. Steel Forms (Rental)

397+32

PCC Pavement (Reinforc sq.m. 6.00

127.50 1.20 0.27 0.45

179.02 193.52 17.42 15.48 11.32 237.74

e. Ready Mix Concrete, 3500 psi f. # 16 GI Tie Wire (2% of RSB)

Sub - Total for F G. H. I. J. K.

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

928-5

Amount

69.42 200.72 467.64

737.78 Amount

5,272.00 182.50 1,759.50 1,733.00 545.00 2,450.00 32.63 21.98 36.89

12,033.49 12,771.27 158.65 Amount

14.04 21.75 6.00 25.76

399+32

55.00 120.00 456.00 1.20 0.83 1.18

701.76 860.41 77.44 68.83 50.33 1,057.01

928-5

Amount

69.42 200.72 467.64

737.78 Amount

182.50 545.00 32.63 21.98 36.89

818.99 1,556.77 19.34 Amount

15.60 8.12 5.28 23.00

401+32

170.00 1.20 0.30 1.68

225.18 244.51 22.01 19.56 14.30 300.39

928-5

Amount

69.42 200.72 467.64

737.78 Amount

5,272.00 182.50 1,759.50 1,733.00 545.00 2,450.00 32.63 21.98 36.89

12,033.49 12,771.27 182.45 Amount

17.20 8.12 5.28 23.00

403+32

107.53 149.50 481.80 1.20 0.69 2.61

796.92 979.37 88.14 78.35 57.29 1,203.16

928-5

Amount

69.42 200.72 467.64

737.78 Amount

182.50 545.00 32.63 21.98 36.89

818.99 1,556.77 22.24 Amount

17.20 8.12 5.28 23.00

405+32

195.50 1.20 0.24 2.61

253.15 275.39 24.79 22.03 16.11 338.32

928-5

Amount

69.42 200.72 467.64

737.78 Amount

5,272.00 182.50 1,759.50 1,733.00 545.00 2,450.00 32.63 21.98 36.89

12,033.49 12,771.27 198.31 Amount

18.00 8.12 6.60 23.00

407+32

116.88 162.50 523.60 1.20 0.76 2.85

863.50 1,061.81 95.56 84.95 62.12 1,304.44

928-5

Amount

69.42 200.72 467.64

737.78 Amount

182.50 545.00 32.63 21.98 36.89

818.99 1,556.77 24.17 Amount

18.00 8.12 6.60 23.00

409+32

212.50 1.20 0.27 2.85

272.54 296.71 26.70 23.74 17.36 364.51

928-5

Amount

69.42 200.72 467.64

737.78 Amount

5,272.00 182.50 1,759.50 1,733.00 545.00 2,450.00 32.63 21.98 36.89

12,033.49 12,771.27 222.11 Amount

20.00 8.12 7.48 23.00

411+32

130.90 182.00 585.20 1.20 0.76 2.34

961.00 1,183.11 106.48 94.65 69.21 1,453.45

928-5

Amount

69.42 200.72 467.64

737.78 Amount

182.50 545.00 32.63 21.98 36.89

818.99 1,556.77 27.07 Amount

20.00 8.12 7.48 23.00

413+32

238.00 1.20 0.27 2.34

300.41 327.48 29.47 26.20 19.16 402.31

928-5

Amount

69.42 200.72 467.64

737.78 Amount

5,272.00 182.50 1,759.50 1,733.00 545.00 2,450.00 32.63 21.98 36.89

12,033.49 12,771.27 237.96 Amount

22.00 8.12 7.92 23.00

415+32

140.25 195.00 627.00 1.20 0.91 2.82

1,028.22 1,266.18 113.96 101.29 74.07 1,555.50

928-5

DETAILED UNIT PRICE ANALYSIS (DUPA)

vement (Plain) - Conventional Method, 300mm thk.

No. of Person

No. of Hours

Hourly Rate

Amount

1 4 12

1.00 1.00 1.00

69.42 50.18 38.97

69.42 200.72 467.64

737.78 No of Units

No. of Hours

Hourly Rate

Amount

2

1.00

91.25

182.50

1 1 1

1.00 1.00 0.10

545.00 32.63 219.75

545.00 32.63 21.98 36.89

818.99 1,556.77 29.01 Unit

Quantity

Unit Cost

Amount

kg. L L m

0.55 0.29 0.18 0.46

40.00 28.00 44.00 50.00

22.00 8.12 7.92 23.00

417+32

cu.m. pc. m L

0.3 0.00015 0.0094 0.0094

850.00 8,000.00 34.33 300.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

255.00 1.20 0.32 2.82

320.38 349.39 31.45 27.95 20.44 429.22

DETAILED UNIT PRICE ANALYSIS (DUPA)

vement (Plain) - Using Concrete Paver, 230mm thk.

No. of Person

No. of Hours

Hourly Rate

Amount

1 4 10

1.00 1.00 1.00

69.42 50.18 38.97

69.42 200.72 389.70

659.84 No of Units

No. of Hours

Hourly Rate

Amount

1

1.00

1,759.50

1,759.50

1 4 1 1 1 1 1

1.00 1.00 1.00 1.00 1.00 0.10 0.10

6,765.00 1,318.00 1,733.00 2,450.00 32.63 91.25 219.75

6,765.00 5,272.00 1,733.00 2,450.00 32.63 9.13 21.98

18,043.23 18,703.07 207.81 Unit

Quantity

Unit Cost

Amount

kg. L L cu.m.

0.43 0.29 0.12 0.1265

40.00 28.00 44.00 850.00

17.20 8.12 5.28 107.53

419+32

cu.m. bag pc. m L

0.23 2.19 0.00015 0.0071 0.0087

650.00 220.00 8,000.00 97.00 300.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

149.50 481.80 1.20 0.69 2.61

773.92 981.74 88.36 78.54 57.43 1,206.06

DETAILED UNIT PRICE ANALYSIS (DUPA)

vement (Plain) - Using Concrete Paver, 230mm thk.

No. of Person

No. of Hours

Hourly Rate

Amount

1 4 10

1.00 1.00 1.00

69.42 50.18 38.97

69.42 200.72 389.70

659.84 No of Units

No. of Hours

Hourly Rate

Amount

1

1.00

6,765.00

6,765.00

1 1 1

1.00 0.10 0.10

545.00 91.25 219.75

545.00 9.13 21.98

7,341.10 8,000.94 80.01 Unit

Quantity

Unit Cost

Amount

kg. L L cu.m.

0.43 0.29 0.12 0.23

40.00 28.00 44.00 850.00

17.20 8.12 5.28 195.50

421+32

pc. m L

0.00015 0.0071 0.0087

8,000.00 34.33 300.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

1.20 0.24 2.61

230.15 310.16 27.91 24.81 18.14 381.04

DETAILED UNIT PRICE ANALYSIS (DUPA)

vement (Plain) - Using Concrete Paver, 250mm thk.

No. of Person

No. of Hours

Hourly Rate

Amount

1 4 10

1.00 1.00 1.00

69.42 50.18 38.97

69.42 200.72 389.70

659.84 No of Units

No. of Hours

Hourly Rate

Amount

1

1.00

1,759.50

1,759.50

1 4 1 1 1 1 1

1.00 1.00 1.00 1.00 1.00 0.10 0.10

6,765.00 1,318.00 1,733.00 2,450.00 32.63 91.25 219.75

6,765.00 5,272.00 1,733.00 2,450.00 32.63 9.13 21.98

18,043.23 18,703.07 225.88 Unit

Quantity

Unit Cost

Amount

kg. L L cu.m.

0.45 0.29 0.15 0.1375

40.00 28.00 44.00 850.00

18.00 8.12 6.60 116.88

423+32

cu.m. bag pc. m L

0.25 2.38 0.00015 0.0078 0.0095

650.00 220.00 8,000.00 97.00 300.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

162.50 523.60 1.20 0.76 2.85

840.50 1,066.38 95.97 85.31 62.38 1,310.05

DETAILED UNIT PRICE ANALYSIS (DUPA)

vement (Plain) - Using Concrete Paver, 250mm thk.

No. of Person

No. of Hours

Hourly Rate

Amount

1 4 10

1.00 1.00 1.00

69.42 50.18 38.97

69.42 200.72 389.70

659.84 No of Units

No. of Hours

Hourly Rate

Amount

1

1.00

6,765.00

6,765.00

1 1 1

1.00 0.10 0.10

545.00 91.25 219.75

545.00 9.13 21.98

7,341.10 8,000.94 80.01 Unit

Quantity

Unit Cost

Amount

kg. L L cu.m.

0.45 0.29 0.15 0.25

40.00 28.00 44.00 850.00

18.00 8.12 6.60 212.50

425+32

pc. m L

0.00015 0.0078 0.0095

8,000.00 34.33 300.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

1.20 0.27 2.85

249.54 329.55 29.66 26.36 19.28 404.85

DETAILED UNIT PRICE ANALYSIS (DUPA)

vement (Plain) - Using Concrete Paver, 280mm thk.

No. of Person

No. of Hours

Hourly Rate

Amount

1 4 10

1.00 1.00 1.00

69.42 50.18 38.97

69.42 200.72 389.70

659.84 No of Units

No. of Hours

Hourly Rate

Amount

1 1 4 1 1 1 1 1

1.00 1.00 1.00 1.00 1.00 1.00 0.10 0.10

1,759.50 6,765.00 1,318.00 1,733.00 2,450.00 32.63 91.25 219.75

1,759.50 6,765.00 5,272.00 1,733.00 2,450.00 32.63 9.13 21.98

18,043.23 18,703.07 252.98 Unit

Quantity

Unit Cost

Amount

kg. L L cu.m.

0.50 0.29 0.17 0.154

40.00 28.00 44.00 850.00

20.00 8.12 7.48 130.90

427+32

cu.m. bag pc. m L

0.28 2.66 0.00015 0.0078 0.0078

650.00 220.00 8,000.00 97.00 300.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

182.00 585.20 1.20 0.76 2.34

938.00 1,190.98 107.19 95.28 69.67 1,463.12

DETAILED UNIT PRICE ANALYSIS (DUPA)

vement (Plain) - Using Concrete Paver, 280mm thk.

No. of Person

No. of Hours

Hourly Rate

Amount

1 4 10

1.00 1.00 1.00

69.42 50.18 38.97

69.42 200.72 389.70

659.84 No of Units

No. of Hours

Hourly Rate

Amount

1 1 1 1

1.00 1.00 0.10 0.10

6,765.00 545.00 91.25 219.75

6,765.00 545.00 9.13 21.98

7,341.10 8,000.94 80.01 Unit

Quantity

Unit Cost

Amount

kg. L L cu.m.

0.50 0.29 0.17 0.28

40.00 28.00 44.00 850.00

20.00 8.12 7.48 238.00

429+32

pc. m L

0.00015 0.0078 0.0078

8,000.00 34.33 300.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

1.20 0.27 2.34

277.41 357.42 32.17 28.59 20.91 439.09

DETAILED UNIT PRICE ANALYSIS (DUPA)

vement (Plain) - Using Concrete Paver, 300mm thk.

No. of Person

No. of Hours

Hourly Rate

Amount

1 4 10

1.00 1.00 1.00

69.42 50.18 38.97

69.42 200.72 389.70

659.84 No of Units

No. of Hours

Hourly Rate

Amount

1 1 4 1 1 1 1 1

1.00 1.00 1.00 1.00 1.00 1.00 0.10 0.10

1,759.50 6,765.00 1,318.00 1,733.00 2,450.00 32.63 91.25 219.75

1,759.50 6,765.00 5,272.00 1,733.00 2,450.00 32.63 9.13 21.98

18,043.23 18,703.07 271.06 Unit

Quantity

Unit Cost

Amount

kg. L L cu.m.

0.55 0.29 0.18 0.165

40.00 28.00 44.00 850.00

22.00 8.12 7.92 140.25

431+32

cu.m. bag pc. m L

0.30 2.85 0.00015 0.0094 0.0094

650.00 220.00 8,000.00 97.00 300.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

195.00 627.00 1.20 0.91 2.82

1,005.22 1,276.28 114.87 102.10 74.66 1,567.91

DETAILED UNIT PRICE ANALYSIS (DUPA)

vement (Plain) - Using Concrete Paver, 300mm thk.

No. of Person

No. of Hours

Hourly Rate

Amount

1 4 10

1.00 1.00 1.00

69.42 50.18 38.97

69.42 200.72 389.70

659.84 No of Units

No. of Hours

Hourly Rate

Amount

1 1 1 1

1.00 1.00 0.10 0.10

6,765.00 545.00 91.25 219.75

6,765.00 545.00 9.13 21.98

7,341.10 8,000.94 80.01 Unit

Quantity

Unit Cost

Amount

kg. L L cu.m.

0.55 0.29 0.18 0.3

40.00 28.00 44.00 850.00

22.00 8.12 7.92 255.00

433+32

pc. m L

0.00015 0.94 0.94

8,000.00 34.33 300.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

1.20 32.27 282.00

608.51 688.52 61.97 55.08 40.28 845.85

DETAILED UNIT PRICE ANALYSIS (DUPA)

vement (Plain) - Conventional Method, 150mm thk.

No. of Person

No. of Hours

Hourly Rate

Amount

1 8 16

1.00 1.00 1.00

69.42 50.18 38.97

69.42 401.44 623.52

1,094.38 No of Units

No. of Hours

Hourly Rate

Amount

1 1 2 1 1

1.00 0.05 1.00 0.05 0.10

172.00 2,450.00 91.25 219.75 32.63

172.00 122.50 182.50 10.99 3.26 54.72

545.97 1,640.35 136.70 Unit

Quantity

Unit Cost

Amount

kg. L L m

0.33 0.29 0.12 0.46

40.00 28.00 44.00 50.00

13.20 8.12 5.28 23.00

435+32

cu.m. cu.m. bag pc. m L

0.0825 0.15 1.43 0.00015 0.0078 0.0015

850.00 650.00 220.00 8,000.00 34.33 300.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

70.13 97.50 314.60 1.20 0.27 0.45

533.74 670.44 60.34 53.64 39.22 823.63

DETAILED UNIT PRICE ANALYSIS (DUPA)

vement (Plain) - Conventional Method, 150mm thk.

No. of Person

No. of Hours

Hourly Rate

Amount

1 8 16

1.00 1.00 1.00

69.42 50.18 38.97

69.42 401.44 623.52

1,094.38 No of Units

No. of Hours

Hourly Rate

Amount

2 1 1

1.00 0.05 0.10

91.25 32.63 219.75

182.50 1.63 21.98 54.72

260.83 1,355.21 112.93 Unit

Quantity

Unit Cost

Amount

kg. L L m

0.33 0.29 0.12 0.46

40.00 28.00 44.00 50.00

13.20 8.12 5.28 23.00

437+32

cu.m. pc. m L

0.15 0.00015 0.0078 0.0015

850.00 8,000.00 34.33 300.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

127.50 1.20 0.27 0.45

179.02 291.95 26.28 23.36 17.08 358.66

DETAILED UNIT PRICE ANALYSIS (DUPA)

vement (Reinforced), 300mm thk.

No. of Person

No. of Hours

Hourly Rate

Amount

1 4 12

1.00 1.00 1.00

69.42 50.18 38.97

69.42 200.72 467.64

737.78 No of Units

No. of Hours

Hourly Rate

Amount

1 1 2 1 1 1 1 1

0.10 0.10 0.10 0.10 0.10 0.10 0.25 0.25

1,759.50 545.00 1,318.00 1,733.00 2,450.00 91.25 219.75 351.50

175.95 54.50 263.60 173.30 245.00 9.13 54.94 87.88 36.89

1,101.18 1,838.96 306.49 Unit

Quantity

Unit Cost

Amount

kg. L L m

54.21 0.29 0.18 0.46

40.00 28.00 44.00 50.00

2,168.40 8.12 7.92 23.00

439+32

cu.m. cu.m. bag kg.

0.1650 0.30 2.85 1.084

850.00 650.00 220.00 47.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

140.25 195.00 627.00 50.95

3,220.64 3,527.13 317.44 282.17 206.34 4,333.08

DETAILED UNIT PRICE ANALYSIS (DUPA)

vement (Reinforced), 300mm thk.

No. of Person

No. of Hours

Hourly Rate

Amount

1 4 12

1.00 1.00 1.00

69.42 50.18 38.97

69.42 200.72 467.64

737.78 No of Units

No. of Hours

Hourly Rate

Amount

1 1 1 1

0.10 0.10 0.25 0.25

91.25 32.63 219.75 351.50

9.13 3.26 54.94 87.88 36.89

192.09 929.87 154.98 Unit

Quantity

Unit Cost

Amount

kg. L L m

54.21 0.29 0.18 0.46

40.00 28.00 44.00 50.00

2,168.40 8.12 7.92 23.00

441+32

cu.m. kg.

0.30 1.084

850.00 47.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

928-5

255.00 50.95

2,513.39 2,668.37 240.15 213.47 156.10 3,278.09

443+32

928-5

445+32

928-5

447+32

928-5

449+32

928-5

451+32

928-5

453+32

928-5

455+32

928-5

457+32

928-5

459+32

928-5

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

: : :

404

Designation A.

Reinforcing Steel Bar, Grade 40 (Minor Structures) kg. 180.00 No. of Person

Labor a. Construction Foreman b. Skilled Labor c. Unskilled Labor

1 2 8

Sub - Total for A Name and Capacity B.

Equipment a. Bar Cutter b. Bar Bender c. Cargo Truck (9 - 10 mt)

C. D. E.

1 1 1

Sub - Total for B Total (A + B) Output per hour = 180.00000 kg Direct Unit Cost (C ÷ D) Name and Specification

F.

No of Units

Unit

Materials a. Tie Wire (2% of RSB) b. Reinforcing Steel Bar, Grade 40 (w/ 5% Wastage)

kg. kg.

Sub - Total for F G. H. I. J. K.

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

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

: : :

405

Designation A.

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

1 4 8

Installation/Removal of Formworks b. Skilled Labor c. Unskilled Labor Sub - Total for A

4 8

F.

No of Units

Equipment a. One Bagger Mixer b. Concrete Vibrator c. Water Truck/Pump (16000L) Minor Tools (5% of Labor)

C. D. E.

No. of Person

Labor

Name and Capacity B.

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

1 1 1

Sub - Total for B Total (A + B) Output per hour = 1.4000 cu.m Direct Unit Cost (C ÷ D) Name and Specification

Unit

a. Lumber, Good - 4 uses b. Marine Plywood (1/2" x 4' x 8') - 4 uses c. Assorted CWN (1kg./100 bd.ft. of Lumber) d. Cement

bd.ft. pc. kg. bag

Materials

e. Sand f. Gravel

cu.m. cu.m.

Note: *Quantities for lumber, plywood and CWN are dependent on the type of minor structure. The above-computed quantities are based on box culvert.

Sub - Total for F G. H. I. J. K.

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

ILED UNIT PRICE ANALYSIS (DUPA)

r, Grade 40 (Minor Structures)

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 311.76

481.54 No. of Hours

Hourly Rate

Amount

0.50 0.50 0.15

219.75 351.50 1,212.00

109.88 175.75 181.80

467.43 948.97 5.27 Quantity

Unit Cost

Amount

0.021 1.05

47.00 40.00

0.99 42.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

42.99 48.26 4.34 3.86 2.82 59.29

ILED UNIT PRICE ANALYSIS (DUPA)

Class A (Minor Structures)

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 200.72 311.76

1.00 1.00

50.18 38.97

200.72 311.76 1,094.38

No. of Hours

Hourly Rate

Amount

1.00 1.00 0.10

172.00 91.25 2,450.00

172.00 91.25 245.00 54.72

562.97 1,657.35 1,183.82 Quantity

Unit Cost

Amount

* 70.0000 * 1.600 * 0.700 9.50

40.00 700.00 68.00 220.00

700.00 280.00 47.60 2,090.00

0.50 1.00

850.00 650.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

425.00 650.00

4,192.60 5,376.42 483.88 430.11 314.52 6,604.93

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

: : :

500(1)a

Designation

Pipe Culverts, 610mm dia. (24" Ø) m. 1.00 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (0.80 cu.m.) b. Plate Compactor (5 Hp) Minor Tools (10 % of Labor Cost)

1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.0000 m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Portland Cement b. Sand c. R.C. Pipes (610mm dia.) d. Sand Bedding/Selected Sandy Soil

bag cu.m. pc. cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

500(1)b

Designation

Pipe Culverts, 760mm dia. (30" Ø) m 1.00 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (0.80 cu.m.)

1

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

1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.0000 m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Portland Cement b. Sand c. R.C. Pipes (760mm dia.) d. Sand Bedding/Selected Sandy Soil

bag cu.m. pc. cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

500(1)c

Designation

Pipe Culverts, 910mm dia. (36" Ø) m 1.00 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (0.80 cu.m.)

1

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

1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.0000 m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Portland Cement b. Sand c. R.C. Pipes (910mm dia.) d. Sand Bedding/Selected Sandy Soil

bag cu.m. pc. cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

500(1)d

Designation

Pipe Culverts, 1070mm dia. (42" Ø) m 1.00 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (0.80 cu.m.)

1

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

1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.0000 m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Portland Cement b. Sand c. R.C. Pipes (1070mm dia.) d. Sand Bedding/Selected Sandy Soil

bag cu.m. pc. cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

500(1)e

Designation

Pipe Culverts, 1220mm dia. (48" Ø) m 1.00 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (0.80 cu.m.)

1

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

1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.0000 m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Portland Cement b. Sand c. R.C. Pipes (1220mm dia.) d. Sand Bedding/Selected Sandy Soil

bag cu.m. pc. cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

500(1)f

Designation

Pipe Culverts, 1520mm dia. (60" Ø) m 1.00 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (0.80 cu.m.)

1

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

1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.0000 m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Portland Cement b. Sand c. R.C. Pipes (1520mm dia.) d. Sand Bedding/Selected Sandy Soil

bag cu.m. pc. cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

501(1)

Designation

Underdrain m. 1.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Plate Compactor (5 Hp)

1

Minor Tools (10% of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.0000 m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Coarse Aggregates b. Fine Aggregates c. Filter Cloth d. 150 mm. dia. Concrete Perforated Pipe

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

Sub - Total for F G. H. I. J. K.

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

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

: : :

501(2)

Designation

Blind Drain m 1.25 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment Minor Tools (10% of Labor)

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

Unit

F. Materials a. Coarse Aggregates b. Fine Aggregates c. Filter Cloth

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

Sub - Total for F G. H. I. J. K.

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

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

: : :

501(3)

Granular Backfill filter material for Underdrains cu.m. 1.25

Designation

No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Plate Compactor (5 Hp)

1

Minor Tools (10% of Labor)

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

Unit

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

cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

502

Designation A. Labor

Item No.

Manhole/Catch Basin/Inlet ea. 1.00 No. of Person

Description

502(1)a Manhole (610mm dia RCPC) 502(1)b Manhole (760mm dia RCPC) 502(1)c Manhole (910mm dia RCPC) 502(1)d Manhole (1070mm dia RCPC) 502(1)e Manhole (1220mm dia RCPC) 502(2)a Inlet, Type I 502(2)b Inlet, Type I-A 502(3)a.1 Catch Basin (Single Barrel 610 mm dia RCPC) 502(3)a.2 Catch SubBasin - Total(Single for A Barrel 760 mm dia RCPC) 502(3)a.3 Catch Basin (Single Barrel 910 mm dia RCPC) 502(3)a.4 Catch (Single Barrel 1070mm dia RCPC) NameBasin and Capacity No of Units 502(3)a.5 Catch Basin (Single Barrel 1220mm dia RCPC) B. Equipment 502(3)b.1 Catch Basin (Double Barrel 610 mm dia RCPC) 502(3)b.2 Catch Basin (Double Barrel 910 mm dia RCPC) 502(3)b.3 Catch Basin (DoubleBarrel 1220 mm dia RCPC) 502(7) Adjusting Manhole, Type I-A 502(8) Adjusting Inlet, Type I and Type I-A 502(9)a Adjusting Catch Basin (Single Barrel, 610mm dia.) 502(9)b Adjusting Catch Basin (Double Barrel, 610mm dia.)

These pay items are variable in dimensions based on the actual consdition which standard estimate should be based on the standard Detailed unit Analysis (DUPA

Further, these items with unit of measure as "each" in the Blue Book is recomme component items such as Items 103(3) - Foundation Fill, 404 - Reinforcing Steel B (Minor Structures) in the Summarry of quantities in the preparation of design plan

These pay items are variable in dimensions based on the actual consdition which standard estimate should be based on the standard Detailed unit Analysis (DUPA

Further, these items with unit of measure as "each" in the Blue Book is recomme component items such as Items 103(3) - Foundation Fill, 404 - Reinforcing Steel B (Minor Structures) in the Summarry of quantities in the preparation of design plan

C. D. Output = 1.0000 ea E. Direct Unit Cost (C ÷ D)

Sub - Total for B Total (A + B)

Name and Specification

Unit

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

Sub - Total for F G. H. I. J. K.

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

cu.m. kg. cu.m.

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

: : :

502(4)

Concrete Covers ea. 5.00

Designation

No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. One Bagger Mixer b. Bar Cutter c. Concrete Vibrator c. Welding Machine (300 A, Gas/Diesel Driven c. Water Truck/Pump (16000L) Minor Tools (10% of Labor Cost)

C. D. Output = 5.0000 ea E. Direct Unit Cost (C ÷ D)

1 1 1 1 1

Sub - Total for B Total (A + B)

Name and Specification

Unit

F. Materials Dimension: 1.29m x 0.57m x 0.20m w/ Flat Bar Frame a. Portland Cement b. Sand c. Gravel

bag cu.m. cu.m.

d. Reinforcing Steel Bar e. #16 GI Tie Wire (2% of RSB) f. 6mm thk. Steel Plate g. 16mm thk. Steel Plate h. 1/2" Ordinary Plywood - 2 uses i. 16mm dia. U-bolt & Knot j. Welding Rod (1 kg./2000 kg. of Steel)

Sub - Total for F G. H. I. J. K.

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

kg. kg. kg. kg. pc. set kg.

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

: : :

502(5)

Metal Frames and Gratings pair 1.00

Designation

No. of Person

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

1 1 1

Sub - Total for A Name and Capacity

No of Units

B. Equipment Minor Tools (10% of Labor Cost)

C. D. Output = 1.0000 pair E. Direct Unit Cost (C ÷ D)

Sub - Total for B Total (A + B)

Name and Specification

Unit

F. Materials a. 410mmx660mmx60mm, C.I. Cover with Frame

set

Sub - Total for F G. H. I. J. K.

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

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

: : :

502(6)

Metal Frames and Covers (Circular) pair 1.00

Designation

No. of Person

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

1 1 1

Sub - Total for A Name and Capacity

No of Units

B. Equipment Minor Tools (10% of Labor Cost)

C. D. Output = 1.0000 pair E. Direct Unit Cost (C ÷ D)

Sub - Total for B Total (A + B)

Name and Specification

Unit

F. Materials a. 580mm dia. C.I. Manhole Cover with Frame

set

Sub - Total for F G. H. I. J. K.

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

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

: : :

503(a)

Drainage Steel Grating with Frame (675mm x 975mm set 1.00

Designation

No. of Person

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

1 1 1

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Bar Cutter b. Welding Machine (300 A, Gas/Diesel Driven

1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.0000 set E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. 65mm x 5mm Flat Bar b. 6mm dia. x 975mm Twisted Cross Rod c. 75mm x 75mm x 9mm Angle Bar d. Welding Rod (1 kg./2000 kg. of Steel)

kg. kg. kg. kg.

Sub - Total for F G. H. I. J. K.

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

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

: : :

503(b)

Drainage Steel Grating with Frame (715mm x 2000mm set 1.00

Designation

No. of Person

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

1 1 1

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Bar Cutter b. Welding Machine (300 A, Gas/Diesel Driven

1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.0000 set E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. 65mm x 5mm Flat Bar b. 6mm dia. x 975mm Twisted Cross Rod c. 75mm x 75mm x 9mm Angle Bar d. Welding Rod (1 kg./2000 kg. of Steel)

kg. kg. kg. kg.

Sub - Total for F G. H. I. J. K.

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

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

: : :

504(1)a

Designation

Removing, Cleaning, Stockpiling Salvaged Culvert Pip m 1.00 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (0.80 cu.m.) b. Boom Truck (2 - 5 mt) c. Water Truck/Pump (16000L) Minor Tools (10% of Labor Cost)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.0000 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

504(1)b

Designation

Removing, Cleaning, Stockpiling Salvaged Culvert Pip m 1.00 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (0.80 cu.m.) b. Boom Truck (2 - 5 mt) c. Water Truck/Pump (16000L) Minor Tools (10% of Labor)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.0000 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

504(1)c

Designation

Removing, Cleaning, Stockpiling Salvaged Culvert Pip m 1.00 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (0.80 cu.m.) b. Boom Truck (2 - 5 mt) c. Water Truck/Pump (16000L) Minor Tools (10% of Labor)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.0000 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

504(1)d

Designation

Removing, Cleaning, Stockpiling Salvaged Culvert Pip m 1.00 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (0.80 cu.m.) b. Boom Truck (2 - 5 mt) c. Water Truck/Pump (16000L) Minor Tools (10% of Labor)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.0000 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

504(1)e

Designation

Removing, Cleaning, Stockpiling Salvaged Culvert Pip m 1.00 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (0.80 cu.m.) b. Boom Truck (2 - 5 mt) c. Water Truck/Pump (16000L) Minor Tools (10% of Labor)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.0000 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

504(2)a

Designation

Removing, Cleaning and Re-laying Salvaged Culvert P m 1.00 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (0.80 cu.m.) b. Plate Compactor (5 Hp) c. Water Truck/Pump (16000L) Minor Tools (10 % of Labor)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.0000 m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials

a. Portland Cement b. Sand c. Sand Bedding

bag cu.m. cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

504(2)b

Designation

Removing, Cleaning and Re-laying Salvaged Culvert P m 1.00 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (0.80 cu.m.) b. Plate Compactor (5 Hp) c. Water Truck/Pump (16000L) Minor Tools (10 % of Labor)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.0000 m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials

a. Portland Cement b. Sand c. Sand Bedding

bag cu.m. cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

504(2)c

Designation

Removing, Cleaning and Re-laying Salvaged Culvert P m 1.00 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (0.80 cu.m.) b. Plate Compactor (5 Hp) c. Water Truck/Pump (16000L) Minor Tools (10 % of Labor)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.0000 m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials

a. Portland Cement b. Sand c. Sand Bedding

bag cu.m. cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

504(2)d

Designation

Removing, Cleaning and Re-laying Salvaged Culvert P m 1.00 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (0.80 cu.m.) b. Plate Compactor (5 Hp) c. Water Truck/Pump (16000L) Minor Tools (10 % of Labor)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.0000 m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials

a. Portland Cement b. Sand c. Sand Bedding

bag cu.m. cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

504(2)e

Designation

Removing, Cleaning and Re-laying Salvaged Culvert P m 1.00 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (0.80 cu.m.) b. Plate Compactor (5 Hp) c. Water Truck/Pump (16000L) Minor Tools (10 % of Labor)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.0000 m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials

a. Portland Cement b. Sand c. Sand Bedding

bag cu.m. cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

504(3)a

Designation

Cleaning Culvert Pipe in place (610mm dia.) - Half Silt m 8.00 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Cargo Truck (2 - 5 mt) b. Steel Wheel w/ Nylon Rope c. Improvised Bamboo with Bucket Minor Tools (10% of Labor)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 8.0000 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

504(3)b

Designation

Cleaning Culvert Pipe in place (760mm dia.) - Half Silt m 5.25 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment c. Cargo Truck (9 - 10 mt) b. Steel Wheel w/ Nylon Rope c. Improvised Bamboo with Bucket Minor Tools (10% of Labor)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 5.2500 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

ILED UNIT PRICE ANALYSIS (DUPA)

m dia. (24" Ø)

No. of Hours

Hourly Rate

Amount

0.44 0.44 0.44

69.42 50.18 38.97

30.54 44.16 68.59

143.29 No. of Hours

Hourly Rate

Amount

0.22 0.22

1,537.00 123.00

338.14 27.06 14.33

379.53 522.82 522.82 Quantity

Unit Cost

Amount

0.774 0.044 1.00 0.088

240.00 500.00 1,000.00 500.00

185.76 22.00 1,000.00 44.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

1,251.76 1,774.58 159.71 141.97 103.81 2,180.07

ILED UNIT PRICE ANALYSIS (DUPA)

m dia. (30" Ø)

No. of Hours

Hourly Rate

Amount

0.50 0.50 0.50

69.42 50.18 38.97

34.71 50.18 77.94

162.83 No. of Hours

Hourly Rate

Amount

0.25

1,537.00

384.25

0.25

123.00

30.75 16.28

431.28 594.11 594.11 Quantity

Unit Cost

Amount

0.918 0.052 1.00 0.108

220.00 850.00 1,750.00 850.00

201.96 44.20 1,750.00 91.80

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

2,087.96 2,682.07 241.39 214.57 156.90 3,294.93

ILED UNIT PRICE ANALYSIS (DUPA)

m dia. (36" Ø)

No. of Hours

Hourly Rate

Amount

0.57 0.57 0.57

69.42 50.18 38.97

39.57 57.21 88.85

185.63 No. of Hours

Hourly Rate

Amount

0.29

1,537.00

445.73

0.29

123.00

35.67 18.56

499.96 685.59 685.59 Quantity

Unit Cost

Amount

1.080 0.061 1.00 0.128

220.00 850.00 2,170.00 850.00

237.60 51.85 2,170.00 108.80

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

2,568.25 3,253.84 292.85 260.31 190.35 3,997.34

ILED UNIT PRICE ANALYSIS (DUPA)

mm dia. (42" Ø)

No. of Hours

Hourly Rate

Amount

0.67 0.67 0.67

69.42 50.18 38.97

46.51 67.24 104.44

218.19 No. of Hours

Hourly Rate

Amount

0.33

1,537.00

507.21

0.33

123.00

40.59 21.82

569.62 787.81 787.81 Quantity

Unit Cost

Amount

1.242 0.070 1.00 0.149

220.00 850.00 2,900.00 850.00

273.24 59.50 2,900.00 126.65

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

3,359.39 4,147.20 373.25 331.78 242.61 5,094.84

ILED UNIT PRICE ANALYSIS (DUPA)

mm dia. (48" Ø)

No. of Hours

Hourly Rate

Amount

0.80 0.80 0.80

69.42 50.18 38.97

55.54 80.29 124.70

260.53 No. of Hours

Hourly Rate

Amount

0.40

1,537.00

614.80

0.40

123.00

49.20 26.05

690.05 950.58 950.58 Quantity

Unit Cost

Amount

1.404 0.080 1.00 0.170

220.00 850.00 3,800.00 850.00

308.88 68.00 3,800.00 144.50

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

4,321.38 5,271.96 474.48 421.76 308.41 6,476.60

ILED UNIT PRICE ANALYSIS (DUPA)

mm dia. (60" Ø)

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 155.88

325.66 No. of Hours

Hourly Rate

Amount

0.50

1,537.00

768.50

0.50

123.00

61.50 32.57

862.57 1,188.23 1,188.23 Quantity

Unit Cost

Amount

1.710 0.097 1.00 0.210

220.00 850.00 6,175.00 850.00

376.20 82.45 6,175.00 178.50

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

6,812.15 8,000.38 720.03 640.03 468.02 9,828.46

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

0.80 0.80

69.42 38.97

55.54 124.70

180.24 No. of Hours

Hourly Rate

Amount

0.40

123.00

49.20 18.02

67.22 247.46 247.46 Quantity

Unit Cost

Amount

0.20 0.39 2.00 1.05

900.00 850.00 275.00 230.00

180.00 331.50 550.00 241.50

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

1,303.00 1,550.46 139.54 124.04 90.70 1,904.75

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 155.88

225.30 No. of Hours

Hourly Rate

Amount

22.53

22.53 247.83 198.26 Quantity

Unit Cost

Amount

0.22 0.39 2.00

900.00 850.00 275.00

198.00 331.50 550.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

1,079.50 1,277.76 115.00 102.22 74.75 1,569.73

ILED UNIT PRICE ANALYSIS (DUPA)

r material for Underdrains

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 155.88

225.30 No. of Hours

Hourly Rate

Amount

1.00

123.00

123.00 22.53

145.53 370.83 296.66 Quantity

Unit Cost

Amount

1.15

900.00

1,035.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

1,035.00 1,331.66 119.85 106.53 77.90 1,635.95

AILED UNIT PRICE ANALYSIS (DUPA)

RCPC) RCPC) RCPC) RCPC) RCPC) RCPC) RCPC) RCPC)

No. of Hours

Hourly Rate

Amount

No. of Hours

Hourly Rate

Amount

0mm dia.) 10mm dia.)

on the actual consdition which combines component items , hence d Detailed unit Analysis (DUPA).

in the Blue Book is recommended to be broken down seperately by n Fill, 404 - Reinforcing Steel Bar and 405 - Structural Concrete Class A the preparation of design plans

on the actual consdition which combines component items , hence d Detailed unit Analysis (DUPA).

in the Blue Book is recommended to be broken down seperately by n Fill, 404 - Reinforcing Steel Bar and 405 - Structural Concrete Class A the preparation of design plans

Quantity

Direct

Unit Cost

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

Direct Cost

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 155.88

325.66 No. of Hours

Hourly Rate

Amount

0.50 0.50 0.50 0.25 0.05

172.00 219.75 148.88 371.00 2,450.00

86.00 109.88 74.44 92.75 122.50 32.57

518.13 843.79 168.76 Quantity

Unit Cost

Amount

1.43 0.075 0.15

220.00 850.00 650.00

314.60 63.75 97.50

46.46 0.93 73.58 2.97 0.33 2.00 0.04

40.00 47.00 48.00 48.00 620.00 250.00 90.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

1,858.40 43.71 3,531.84 71.28 102.30 250.00 1.80

6,335.18 6,503.94 585.35 520.32 380.48 7,990.09

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

0.50 0.50 0.50

69.42 50.18 38.97

34.71 25.09 19.49

79.29 No. of Hours

Hourly Rate

Amount

7.93

7.93 87.21 87.21 Quantity

Unit Cost

Amount

1.00

4,700.00

4,700.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

4,700.00 4,787.21 430.85 382.98 280.05 5,881.09

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

0.50 0.50 0.50

69.42 50.18 38.97

34.71 25.09 19.49

79.29 No. of Hours

Hourly Rate

Amount

7.93

7.93 87.21 87.21 Quantity

Unit Cost

Amount

1.00

5,700.00

5,700.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

5,700.00 5,787.21 520.85 462.98 338.55 7,109.59

ILED UNIT PRICE ANALYSIS (DUPA)

ng with Frame (675mm x 975mm Sump Grating)

No. of Hours

Hourly Rate

Amount

4.00 4.00 4.00

69.42 50.18 38.97

277.68 200.72 155.88

634.28 No. of Hours

Hourly Rate

Amount

2.00 4.00

219.75 371.00

439.50 1,484.00

1,923.50 2,557.78 2,557.78 Quantity

Unit Cost

Amount

62.557 1.244 38.36 0.051

48.00 48.00 48.00 90.00

3,002.74 59.71 1,841.28 4.59

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

4,908.32 7,466.10 671.95 597.29 436.77 9,172.10

ILED UNIT PRICE ANALYSIS (DUPA)

ng with Frame (715mm x 2000mm Trench Grating)

No. of Hours

Hourly Rate

Amount

8.00 8.00 8.00

69.42 50.18 38.97

555.36 401.44 311.76

1,268.56 No. of Hours

Hourly Rate

Amount

4.00 8.00

219.75 371.00

879.00 2,968.00

3,847.00 5,115.56 5,115.56 Quantity

Unit Cost

Amount

127.066 3.174 41.64 0.086

48.00 48.00 48.00 90.00

6,099.17 152.35 1,998.72 7.74

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

8,257.98 13,373.54 1,203.62 1,069.88 782.35 16,429.39

ILED UNIT PRICE ANALYSIS (DUPA)

, Stockpiling Salvaged Culvert Pipe (24" dia) - 610mm

No. of Hours

Hourly Rate

Amount

0.33 0.33 0.33

69.42 50.18 38.97

22.91 33.12 51.44

107.47 No. of Hours

Hourly Rate

Amount

0.17 0.17 0.08

1,537.00 1,017.90 2,450.00

261.29 173.04 196.00 10.75

641.08 748.55 748.55 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 748.55 67.37 59.88 43.79 919.59

ILED UNIT PRICE ANALYSIS (DUPA)

, Stockpiling Salvaged Culvert Pipe (30" dia.) - 760mm

No. of Hours

Hourly Rate

Amount

0.40 0.40 0.40

69.42 50.18 38.97

27.77 40.14 62.35

130.26 No. of Hours

Hourly Rate

Amount

0.20 0.20 0.10

1,537.00 1,017.90 2,450.00

307.40 203.58 245.00 13.03

769.01 899.27 899.27 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 899.27 80.93 71.94 52.61 1,104.75

ILED UNIT PRICE ANALYSIS (DUPA)

, Stockpiling Salvaged Culvert Pipe (36" dia.) - 910mm

No. of Hours

Hourly Rate

Amount

0.50 0.50 0.50

69.42 50.18 38.97

34.71 50.18 77.94

162.83 No. of Hours

Hourly Rate

Amount

0.25 0.25 0.13

1,537.00 1,017.90 2,450.00

384.25 254.48 318.50 16.28

973.51 1,136.34 1,136.34 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 1,136.34 102.27 90.91 66.48 1,395.99

ILED UNIT PRICE ANALYSIS (DUPA)

, Stockpiling Salvaged Culvert Pipe (42" dia.) - 1070mm

No. of Hours

Hourly Rate

Amount

0.50 0.50 0.50

69.42 50.18 38.97

34.71 50.18 77.94

162.83 No. of Hours

Hourly Rate

Amount

0.25 0.25 0.13

1,537.00 1,017.90 2,450.00

384.25 254.48 318.50 16.28

973.51 1,136.34 1,136.34 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 1,136.34 102.27 90.91 66.48 1,395.99

ILED UNIT PRICE ANALYSIS (DUPA)

, Stockpiling Salvaged Culvert Pipe (48" dia.) - 1220mm

No. of Hours

Hourly Rate

Amount

0.67 0.67 0.67

69.42 50.18 38.97

46.51 67.24 104.44

218.19 No. of Hours

Hourly Rate

Amount

0.33 0.33 0.17

1,537.00 1,017.90 2,450.00

507.21 335.91 416.50 21.82

1,281.44 1,499.63 1,499.63 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 1,499.63 134.97 119.97 87.73 1,842.29

ILED UNIT PRICE ANALYSIS (DUPA) and Re-laying Salvaged Culvert Pipe (24" dia.) - 610mm

No. of Hours

Hourly Rate

Amount

0.67 0.67 0.67

69.42 50.18 38.97

46.51 67.24 104.44

218.19 No. of Hours

Hourly Rate

Amount

0.40 0.33 0.10

1,537.00 123.00 2,450.00

614.80 40.59 245.00 21.82

922.21 1,140.40 1,140.40 Quantity

Unit Cost

Amount

0.774 0.044 0.088

220.00 850.00 850.00

170.28 37.40 74.80

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

282.48 1,422.88 128.06 113.83 83.24 1,748.01

ILED UNIT PRICE ANALYSIS (DUPA) and Re-laying Salvaged Culvert Pipe (30" dia.) - 760mm

No. of Hours

Hourly Rate

Amount

0.80 0.80 0.80

69.42 50.18 38.97

55.54 80.29 124.70

260.53 No. of Hours

Hourly Rate

Amount

0.48 0.40 0.12

1,537.00 123.00 2,450.00

737.76 49.20 294.00 26.05

1,107.01 1,367.54 1,367.54 Quantity

Unit Cost

Amount

0.918 0.052 0.108

220.00 850.00 850.00

201.96 44.20 91.80

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

337.96 1,705.50 153.50 136.44 99.77 2,095.21

ILED UNIT PRICE ANALYSIS (DUPA) and Re-laying Salvaged Culvert Pipe (36" dia.) - 910mm

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 155.88

325.66 No. of Hours

Hourly Rate

Amount

0.60 0.50 0.15

1,537.00 123.00 2,450.00

922.20 61.50 367.50 32.57

1,383.77 1,709.43 1,709.43 Quantity

Unit Cost

Amount

1.080 0.061 0.128

220.00 850.00 850.00

237.60 51.85 108.80

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

398.25 2,107.68 189.69 168.61 123.30 2,589.28

ILED UNIT PRICE ANALYSIS (DUPA) and Re-laying Salvaged Culvert Pipe (42" dia.) - 1070mm

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 155.88

325.66 No. of Hours

Hourly Rate

Amount

0.60 0.50 0.15

1,537.00 123.00 2,450.00

922.20 61.50 367.50 32.57

1,383.77 1,709.43 1,709.43 Quantity

Unit Cost

Amount

1.242 0.070 0.149

220.00 850.00 850.00

273.24 59.50 126.65

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

459.39 2,168.82 195.19 173.51 126.88 2,664.39

ILED UNIT PRICE ANALYSIS (DUPA) and Re-laying Salvaged Culvert Pipe (48" dia.) - 1220mm

No. of Hours

Hourly Rate

Amount

1.33 1.33 1.33

69.42 50.18 38.97

92.33 133.48 207.32

433.13 No. of Hours

Hourly Rate

Amount

0.80 0.67 0.20

1,537.00 123.00 2,450.00

1,229.60 82.41 490.00 43.31

1,845.32 2,278.45 2,278.45 Quantity

Unit Cost

Amount

1.404 0.080 0.170

220.00 850.00 850.00

308.88 68.00 144.50

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

521.38 2,799.83 251.98 223.99 163.79 3,439.59

ILED UNIT PRICE ANALYSIS (DUPA)

e in place (610mm dia.) - Half Silted

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 155.88

325.66 No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

783.00 300.00 200.00

783.00 300.00 200.00 32.57

1,315.57 1,641.23 205.15 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 205.15 18.46 16.41 12.00 252.03

ILED UNIT PRICE ANALYSIS (DUPA)

e in place (760mm dia.) - Half Silted

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 155.88

325.66 No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

1,212.00 300.00 200.00

1,212.00 300.00 200.00 32.57

1,744.57 2,070.23 394.33 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 394.33 35.49 31.55 23.07 484.43

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

: : :

504(3)c

Designation

Cleaning Culvert Pipe in place (910mm dia.) - Half Silt m 3.75 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment c. Cargo Truck (9 - 10 mt) Minor Tools (10% of Labor)

1

Sub - Total for B C. Total (A + B) D. Output per hour = 3.7500 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

504(3)d

Designation

Cleaning Culvert Pipe in place (1070mm dia.) - Half Si m 2.75 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment c. Cargo Truck (9 - 10 mt)

1

Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 2.75 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

504(3)e

Designation

Cleaning Culvert Pipe in place (1220mm dia.) - Half Si m 2.00 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment c. Cargo Truck (9 - 10 mt)

1

Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 2.0000 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

504(3)f

Designation

Cleaning Culvert Pipe in place (1520mm dia.) - Half Si m 1.50 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment c. Cargo Truck (9 - 10 mt)

1

Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.5000 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

504(4)

Reconditioning Drainage Structures ea. 1.00

Designation

No. of Person

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

1 1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment c. Cargo Truck (9 - 10 mt)

1

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

1

C. D. Output = 1.000 ea E. Direct Unit Cost (C ÷ D)

Sub - Total for B Total (A + B)

Name and Specification F. Materials

* If some repair is needed, component materials required and corresponding man-hour will be added to DUPA

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

505(1)

Designation

Riprap (Class A) cu.m. 1.50 No. of Person

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

1 2 8

Sub - Total for A Name and Capacity

No of Units

B. Equipment Minor Tools (5% of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.50 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Boulders (15 - 25 kg.) Miscellaneous (1% of Materials Cost)

cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

505(2)

Designation

Riprap (Class B) cu.m. 1.25 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (Wheel Type 0.28 cu.m.)

1

Minor Tools (5% of Labor)

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

Unit

F. Materials a. Boulders (30 - 70 kg.) Miscellaneous (1% of Materials Cost)

cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

505(3)

Designation

Riprap (Class C) cu.m. 1.00 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (Wheel Type 0.28 cu.m.)

1

Minor Tools (5% of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Boulders (50 - 100 kg.) Miscellaneous (1% of Materials Cost)

cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

505(4)

Designation

Riprap (Class D) cu.m. 0.75 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Backhoe (Wheel Type 0.28 cu.m.)

1

Minor Tools (5% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 0.75 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Boulders (100 - 200 kg.) Miscellaneous (1% of Materials Cost)

cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

505(5)

Designation

Grouted Riprap (Class A) cu.m. 1.25 No. of Person

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

1 2 8

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. One Bagger Mixer c. Water Truck/Pump (16000L) Minor Tools (5% of Labor)

1 1

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

Unit

F. Materials a. Cement b. Sand c. Gravel Fill d. Weep Holes (PVC) e. Filter Cloth f. Boulders (15 - 25 kg.) Miscellaneous (1% of Materials Cost)

Sub - Total for F G. H. I. J. K.

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

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

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

: : :

505(6)

Designation

Grouted Riprap (Class B) cu.m. 1.00 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. One Bagger Mixer b. Water Truck/Pump (16000L) c. Backhoe (Wheel Type 0.28 cu.m.) Minor Tools (5% of Labor Cost)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Cement b. Sand c. Gravel Fill d. Weep Holes (PVC)

bag cu.m. cu.m. m

e. Filter Cloth f. Boulders (30 - 70 kg.) Miscellaneous (1% of Materials Cost)

Sub - Total for F G. H. I. J. K.

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

sq.m. cu.m.

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

: : :

505(7)

Designation

Grouted Riprap (Class C) cu.m. 0.75 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. One Bagger Mixer b. Water Truck/Pump (16000L) c. Backhoe (Wheel Type 0.28 cu.m.) Minor Tools (5% of Labor)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 0.75 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Cement b. Sand c. Gravel Fill d. Weep Holes (PVC)

bag cu.m. cu.m. m

e. Filter Cloth f. Boulders (60 - 100 kg.) Miscellaneous (1% of Materials)

Sub - Total for F G. H. I. J. K.

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

sq.m. cu.m.

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

: : :

505(8)

Designation

Grouted Riprap (Class D) cu.m. 0.50 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. One Bagger Mixer b. Water Truck/Pump (16000L) c. Backhoe (Wheel Type 0.28 cu.m.) Minor Tools (5% of Labor)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 0.50 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Cement b. Sand c. Gravel Fill d. Weep Holes (PVC)

bag cu.m. cu.m. m

e. Filter Cloth f. Boulders (100 - 200 kg.) Miscellaneous (1% of Materials)

Sub - Total for F G. H. I. J. K.

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

sq.m. cu.m.

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

: : :

505(9)

Designation

Filter Layer of Granular Material cu.m. 1.00 No. of Person

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

1 1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment Minor Tools (10% of Labor Cost)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Granular Materials

cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

506

Designation

Stone Masonry cu.m. 1.60 No. of Person

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

1 2 8

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. One Bagger Mixer b. Water Truck/Pump (16000L) c. Backhoe (Wheel Type 0.28 cu.m.) Minor Tools (10% Labor Cost)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour =1.6000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Cement b. Sand c. Gravel Fill d. Weep Holes (PVC)

bag cu.m. cu.m. m

e. Filter Cloth f. Boulders Miscellaneous (1% of Materials Cost)

Sub - Total for F G. H. I. J. K.

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

sq.m. cu.m.

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

: : :

507

Designation

Rubble Concrete cu.m. 1.40 No. of Person

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

1 2 8

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. One Bagger Mixer b. Water Truck/Pump (16000L) c. Backhoe (Wheel Type 0.28 cu.m.) Minor Tools (10% Labor Cost)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.400 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Cement b. Sand c. Gravel Fill d. Weep Holes (PVC)

bag cu.m. cu.m. m

e. Filter Cloth f. Boulders g. Gravel Miscellaneous (2% of Materials) Note: 60% Boulder 50% Class "B" Concrete (w/ side forms only)

Sub - Total for F G. H. I. J. K.

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

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

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

: : :

508

Designation

Hand Laid Rock Embankment cu.m. 3.125 No. of Person

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

1 2 8

Sub - Total for A Name and Capacity

No of Units

B. Equipment

Minor Tools (10% of Labor Cost)

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

Unit

F. Materials a. Boulders

cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

509(a)

Designation

Timber Sheet Pile m. 4.00 No. of Person

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

1 1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Truck Mounted Crane (41 - 45 mt) b. Drop Hammer (15 T) Minor Tools (10% of Labor Cost)

1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 4.0000 m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Timber Sheet Piles, ave. dia. 395mm b. Coco Log - 2 uses c. Lumber (Falsework) - 4 uses d. Nail/Spike (1 kg./100 bd.ft. of Lumber)

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

Sub - Total for F G. H. I. J. K.

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

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

: : :

509(b)

Steel Sheet Pile (Slope Protection) m 10.00

Designation

No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Crawler Crane (36 - 40 T) b. Vibro Hammer (Hydraulic Operated) c. Welding Machine (300 A, Gas/Diesel Driven d. Cutting Outfit

1 1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 10.0000 m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Steel Sheet Piles (48 kg./m.) Miscellaneous (3% of Materials Cost)

kg.

Sub - Total for F G. H. I. J. K.

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

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

: : :

509(c)

Designation

Concrete Sheet Pile, furnished and driven - 0.50 m x 0 m 1.38 No. of Person

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

1 6 6

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Truck Mounted Crane (41 - 45 mt) b. Diesel Hammer (K25 or equivalent) c. One Bagger Mixer d. Concrete Vibrator e. Water Truck/Pump (16000L) f. Bar Cutter, Single Phase f. Bar Bender g. Drop Hammer h. Jack Hammer i. Air Compressor (356 - 450 cfm) j. Plate Compactor (5 Hp) Minor Tools (5% of Labor)

1 1 1 1 1 1 1 1 2 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.3800 m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Coco Log b. Reinforcing Steel Bar c. Cement d. Sand e. Gravel

Unit kg. bag cu.m. cu.m. pc.

G. H. I. J. K.

f. Marine Plywood, 1/2" x 4' x 8' - 4 uses g. Lumber, 2' x 2' - 4 uses h. # 16 GI Tie Wire (2% of RSB) i. Spike (1 kg/100 bd.ft of Lumber h. Assorted CWN (1 kg./100 bd.ft. of Lumber) Casting Bed a. Ready Mix Concrete b. Coco Lumber - 4 uses c. Base Course Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

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

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

: : :

510(1)

Designation

Bed Course Granular Material cu.m. 1.25 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Plate Compactor Minor Tools (10% of Labor)

1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.2500 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Aggregate Subbase Course (w/ 15% Shrinkage Factor)

cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

510(2)

Designation

Concrete Slope Protection cu.m. 1.00 No. of Person

A. Labor a. Construction Foreman b. Skilled Labor c. Unskilled Labor Installation of Formworks & Rebars b. Skilled Labor c. Unskilled Labor

1 4 8 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. One Bagger Mixer c. Water Truck/Pump (16000L) a. Backhoe (Wheel Type 0.28 cu.m.) b. Concrete Vibrator h. Bar Cutter, Single Phase b. Bar Bender Minor Tools (10% Labor)

1 1 1 1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.0000 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Cement b. Sand c. Weep Holes (PVC) d. Filter Cloth e. Gravel

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

f. Granular Filter f. Reinforcing Steel Bar g. Marine Plywood 1/2" x 4' x 8' - 4 uses h. Lumber - 4 uses i. #16 GI Tie Wire (2% of RSB) j. Assorted CWN (1 kg./100 bd.ft. of Lumber)

Sub - Total for F G. H. I. J. K. *

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

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

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

: : :

511(1)

Gabions cu.m. 2.50

Designation

No. of Person

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

1 2 8

Sub - Total for A Name and Capacity

No of Units

B. Equipment Note: Exclude Excavation Works Backhoe excluded, excavation should be separate as the quantity is variable.

Sub - Total for B C. Total (A + B) D. Output per hour = 2.500 cu.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Gabion Wire Mesh (1 x 1 x 2) (w/ complete accessories) b. Boulders

pc. cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

511(2)

Mattresses cu.m. 3.125

Designation

No. of Person

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

1 2 8

Sub - Total for A Name and Capacity

No of Units

B. Equipment Note: Exclude Excavation Works Backhoe excluded, excavation should be separate as the quantity is variable.

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

Unit

F. Materials a. Mattresses (6 x 2 x 0.3 ) (w/ complete accessories) b. Boulders

pc. cu.m.

Sub - Total for F G. H. I. J. K.

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

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

: : :

511(3)

Designation

Filter Cloth sq.m. 100.00 No. of Person

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

1 2 8

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Cargo Truck (9 - 10 mt)

1

Sub - Total for B C. Total (A + B) D. Output per hour = 100.0000 sq.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Filter Cloth Miscellaneous (5% of Materials Cost)

sq.m.

Sub - Total for F G. H. I. J. K.

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

ILED UNIT PRICE ANALYSIS (DUPA)

e in place (910mm dia.) - Half Silted

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 155.88

325.66 No. of Hours

Hourly Rate

Amount

1.00

1,212.00

1,212.00 32.57

1,244.57 1,570.23 418.73 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 418.73 37.69 33.50 24.50 514.41

ILED UNIT PRICE ANALYSIS (DUPA)

e in place (1070mm dia.) - Half Silted

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 155.88

325.66 No. of Hours

Hourly Rate

Amount

1.00

1,212.00

1,212.00 32.57

1,244.57 1,570.23 570.99 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 570.99 51.39 45.68 33.40 701.46

ILED UNIT PRICE ANALYSIS (DUPA)

e in place (1220mm dia.) - Half Silted

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 155.88

325.66 No. of Hours

Hourly Rate

Amount

1.00

1,212.00

1,212.00 32.57

1,244.57 1,570.23 785.11 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 785.11 70.66 62.81 45.93 964.51

ILED UNIT PRICE ANALYSIS (DUPA)

e in place (1520mm dia.) - Half Silted

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 155.88

325.66 No. of Hours

Hourly Rate

Amount

1.00

1,212.00

1,212.00 32.57

1,244.57 1,570.23 1,046.82 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 1,046.82 94.21 83.75 61.24 1,286.02

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

0.50 0.50 0.50

69.42 50.18 38.97

34.71 25.09 38.97

98.77 No. of Hours

Hourly Rate

Amount

0.25

1,212.00

303.00

0.50

200.00

25.00 9.88

337.88 436.65 436.65 Quantity

Unit Cost

Amount

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

0.00 436.65 39.30 34.93 25.54 536.42

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 311.76

481.54 No. of Hours

Hourly Rate

Amount

24.08

24.08 505.62 337.08 Quantity

Unit Cost

Amount

1.05

920.00

966.00 9.66

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

975.66 1,312.74 118.15 105.02 76.80 1,612.70

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 155.88

325.66 No. of Hours

Hourly Rate

Amount

0.50

922.00

461.00 16.28

477.28 802.94 642.35 Quantity

Unit Cost

Amount

1.05

810.00

850.50 8.51

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

859.01 1,501.36 135.12 120.11 87.83 1,844.42

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 155.88

325.66 No. of Hours

Hourly Rate

Amount

0.75

922.00

691.50 16.28

707.78 1,033.44 1,033.44 Quantity

Unit Cost

Amount

1.05

740.00

777.00 7.77

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

784.77 1,818.21 163.64 145.46 106.37 2,233.67

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 155.88

325.66 No. of Hours

Hourly Rate

Amount

1.00

922.00

922.00 16.28

938.28 1,263.94 1,685.26 Quantity

Unit Cost

Amount

1.05

650.00

682.50 6.83

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

689.33 2,374.58 213.71 189.97 138.91 2,917.17

ILED UNIT PRICE ANALYSIS (DUPA)

ss A)

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 311.76

481.54 No. of Hours

Hourly Rate

Amount

1.00 0.05

172.00 2,450.00

172.00 122.50 24.08

318.58 800.12 640.09 Quantity

Unit Cost

Amount

3.00 0.25 0.015 0.30 0.015 1.05

220.00 850.00 650.00 144.67 275.00 920.00

660.00 212.50 9.75 43.40 4.13 966.00 18.96

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

1,914.73 2,554.83 229.93 204.39 149.46 3,138.61

ILED UNIT PRICE ANALYSIS (DUPA)

ss B)

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 155.88

325.66 No. of Hours

Hourly Rate

Amount

1.00 0.05 0.50

172.00 2,450.00 922.00

172.00 122.50 461.00 16.28

771.78 1,097.44 1,097.44 Quantity

Unit Cost

Amount

2.50 0.21 0.015 0.30

220.00 850.00 650.00 144.67

550.00 178.50 9.75 43.40

0.015 1.05

275.00 810.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

4.13 850.50 16.36

1,652.64 2,750.08 247.51 220.01 160.88 3,378.48

ILED UNIT PRICE ANALYSIS (DUPA)

ss C)

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 155.88

325.66 No. of Hours

Hourly Rate

Amount

1.00 0.05 0.75

172.00 2,450.00 922.00

172.00 122.50 691.50 16.28

1,002.28 1,327.94 1,770.59 Quantity

Unit Cost

Amount

2.20 0.18 0.015 0.30

220.00 850.00 650.00 144.67

484.00 153.00 9.75 43.40

0.015 1.05

275.00 730.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

4.13 766.50 14.61

1,475.38 3,245.97 292.14 259.68 189.89 3,987.68

ILED UNIT PRICE ANALYSIS (DUPA)

ss D)

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 155.88

325.66 No. of Hours

Hourly Rate

Amount

1.00 0.05 1.00

172.00 2,450.00 922.00

172.00 122.50 922.00 16.28

1,232.78 1,558.44 3,116.89 Quantity

Unit Cost

Amount

1.80 0.15 0.015 0.30

220.00 850.00 650.00 144.67

396.00 127.50 9.75 43.40

0.015 1.05

275.00 650.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

4.13 682.50 12.63

1,275.91 4,392.79 395.35 351.42 256.98 5,396.55

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 50.18 77.94

197.54 No. of Hours

Hourly Rate

Amount

19.75

19.75 217.29 217.29 Quantity

Unit Cost

Amount

1.05

900.00

945.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

945.00 1,162.29 104.61 92.98 67.99 1,427.88

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 311.76

481.54 No. of Hours

Hourly Rate

Amount

1.00 0.05 0.10

172.00 2,450.00 922.00

172.00 122.50 92.20 48.15

434.85 916.39 572.75 Quantity

Unit Cost

Amount

5.50 0.30 0.02 0.30

240.00 500.00 600.00 195.00

1,320.00 150.00 12.00 58.50

0.015 1.05

160.00 560.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

2.40 588.00 21.31

2,152.21 2,724.96 245.25 218.00 159.41 3,347.61

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 311.76

481.54 No. of Hours

Hourly Rate

Amount

1.00 0.05 0.10

172.00 2,450.00 922.00

172.00 122.50 92.20 48.15

434.85 916.39 654.57 Quantity

Unit Cost

Amount

4.20 0.2625 0.02 0.30

220.00 850.00 650.00 144.67

924.00 223.13 13.00 43.40

0.015 0.63 0.525

275.00 810.00 650.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

4.13 510.30 341.25 36.72

2,095.92 2,750.49 247.54 220.04 160.90 3,378.98

ILED UNIT PRICE ANALYSIS (DUPA)

bankment

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 311.76

481.54 No. of Hours

Hourly Rate

Amount

48.15

48.15 529.69 169.50 Quantity

Unit Cost

Amount

1.05

920.00

966.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

966.00 1,135.50 102.20 90.84 66.43 1,394.96

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 50.18 77.94

197.54 No. of Hours

Hourly Rate

Amount

1.00 1.00

2,606.00 200.00

2,606.00 200.00 19.75

2,825.75 3,023.29 755.82 Quantity

Unit Cost

Amount

52.25 1.00 16.00 0.16

40.00 350.00 40.00 68.00

2,090.00 175.00 160.00 10.88

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

2,435.88 3,191.70 287.25 255.34 186.71 3,921.01

ILED UNIT PRICE ANALYSIS (DUPA)

pe Protection)

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 155.88

325.66 No. of Hours

Hourly Rate

Amount

1.00 1.00 0.25 0.25

1,902.00 2,123.00 371.00 45.45

1,902.00 2,123.00 92.75 11.36

4,129.11 4,454.77 445.48 Quantity

Unit Cost

Amount

48.00

48.00

2,304.00 69.12

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

2,373.12 2,818.60 253.67 225.49 164.89 3,462.65

ILED UNIT PRICE ANALYSIS (DUPA) furnished and driven - 0.50 m x 0.35 m

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 301.08 233.82

604.32 No. of Hours

Hourly Rate

Amount

0.23 0.13 0.15 0.15 0.01 0.20 0.20 0.13 0.01 0.01 0.01

2,606.00 150.00 172.00 91.25 2,450.00 219.75 351.50 200.00 150.00 965.00 123.00

599.38 19.50 25.80 13.69 24.50 43.95 70.30 26.00 3.00 9.65 1.23 30.22 867.21 1,471.53 1,066.33

Quantity

Unit Cost

Amount

0.71 41.64 1.66 0.09 0.18

40.00 220.00 850.00 650.00 700.00

28.40 9,160.80 1,411.00 58.50 126.00

0.24 18.59 0.83 0.06 0.19

700.00 40.00 47.00 68.00 68.00

42.00 185.90 39.01 4.08 12.92

0.03 1.50 0.03

2,840.00 20.00 530.00

85.20 7.50 15.90 11,161.31 12,227.64 1,100.49 978.21 715.32 15,021.65

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

ILED UNIT PRICE ANALYSIS (DUPA)

r Material

No. of Hours

Hourly Rate

Amount

1.00 1.00

69.42 38.97

69.42 155.88

225.30 No. of Hours

Hourly Rate

Amount

1.00

123.00

123.00 22.53

145.53 370.83 296.66 Quantity

Unit Cost

Amount

1.15

580.00

667.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

667.00 963.66 86.73 77.09 56.37 1,183.86

ILED UNIT PRICE ANALYSIS (DUPA)

ection

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 200.72 311.76

1.00 1.00

50.18 38.97

100.36 155.88 838.14

No. of Hours

Hourly Rate

Amount

1.00 0.05 0.10 0.50 0.05 0.05

172.00 2,450.00 922.00 91.25 219.75 351.50

172.00 122.50 92.20 45.63 10.99 17.58 83.81

544.70 1,382.84 1,382.84 Quantity

Unit Cost

Amount

8.40 0.50 0.21 0.015 1.00

220.00 850.00 144.67 275.00 650.00

1,848.00 425.00 30.38 4.13 650.00

0.016 * 26.03 0.48 18.76 0.521 0.188

650.00 40.00 700.00 40.00 47.00 68.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

10.40 1,041.20 84.00 187.60 24.49 12.78

4,317.98 5,700.82 513.07 456.07 333.50 7,003.46

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 311.76

481.54 No. of Hours

Hourly Rate

Amount

0.00 481.54 192.62 Quantity

Unit Cost

Amount

0.50

2,900.00

1,450.00

1.05

920.00

966.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

2,416.00 2,608.62 234.78 208.69 152.60 3,204.68

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 311.76

481.54 No. of Hours

Hourly Rate

Amount

0.00 481.54 154.09 Quantity

Unit Cost

Amount

0.28

5,000.00

1,400.00

1.05

920.00

966.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

2,366.00 2,520.09 226.81 201.61 147.43 3,095.93

ILED UNIT PRICE ANALYSIS (DUPA)

No. of Hours

Hourly Rate

Amount

1.00 1.00 1.00

69.42 50.18 38.97

69.42 100.36 311.76

481.54 No. of Hours

Hourly Rate

Amount

0.25

1,212.00

303.00

303.00 784.54 7.85 Quantity

Unit Cost

Amount

1.05

275.00

288.75 14.44

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

303.19 311.03 27.99 24.88 18.20 382.10

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

: : :

600(1)

Designation

Concrete Curb (Cast in place) - 0.45m x 0.15/0.20m m. 17.50 No. of Person

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

1 4 8

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Concrete Vibrator b. One Bagger Mixer c. Water Truck/Pump (16000L) Minor Tools (10% of Labor Cost)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 17.500 m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Cement b. Sand c. Gravel d. Plywood Marine, 1/2" thk. x 4' x 8 - 4 uses

bag cu.m. cu.m. pc.

e. Form Lumber - 4 uses f. Assorted CWN (1 kg./100 bd.ft. of Lumber)

Sub - Total for F G. H. I. J. K.

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

bd.ft. kg.

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

: : :

600(2)

Designation

Concrete Gutter (Cast in place) - 0.50m x 0.15m m. 17.50 No. of Person

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

1 4 8

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Concrete Vibrator b. One Bagger Mixer c. Water Truck/Pump (16000L) Minor Tools (10% of Labor Cost)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 17.500 m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Cement b. Sand c. Gravel d. Good Lumber - 4 uses

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

e. Assorted CWN (1 kg./100 bd.ft. of Lumber) f. Reinforcing Steel Bar

Sub - Total for F G. H. I. J. K.

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

kg. kg.

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

: : :

600(3)

Designation

Concrete Curb and Gutter, Type A (Cast in place) - Na m 10.30 No. of Person

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

1 4 8

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Concrete Vibrator b. One Bagger Mixer c. Water Truck/Pump (16000L) Minor Tools (10% of Labor Cost)

1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 10.300 m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Cement b. Sand c. Gravel d. Plywood Marine, 1/2" thk. x 4' x 8 - 4 uses

bag cu.m. cu.m. pc.

e. Form Lumber - 4 uses f. Assorted CWN (1 kg./100 bd.ft. of Lumber) Miscellaneous (2% of Materials)

Sub - Total for F G. H. I. J. K.

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

bd.ft. kg.

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

: : :

600(4)

Designation

Concrete Curb (Precast) pc. 4.00 No. of Person

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

1 1 1

Sub - Total for A Name and Capacity

No of Units

B. Equipment b. Boom Truck (2 - 5 mt) Minor Tools (10% of Labor)

1

Sub - Total for B C. Total (A + B) D. Output per hour = 4.0000 pc E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Fabricated Concrete Curb Miscellaneous (5% of materials)

m

Sub - Total for F G. H. I. J. K.

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

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

: : :

600(5)

Designation

Concrete Gutter (Precast) pc. 4.00 No. of Person

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

1 1 1

Sub - Total for A Name and Capacity

No of Units

B. Equipment b. Boom Truck (2 - 5 mt)

1

Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 4.0000 pc E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Fabricated Concrete Gutter Miscellaneous (5% of materials)

m

Sub - Total for F G. H. I. J. K.

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

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

: : :

600(6)

Designation

Concrete Curb and Gutter (Precast) pc. 3.00 No. of Person

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

1 1 1

Sub - Total for A Name and Capacity

No of Units

B. Equipment b. Boom Truck (2 - 5 mt)

1

Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 3.0000 pc E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Fabricated Concrete Curb and Gutter Miscellaneous (5% of materials)

m

Sub - Total for F G. H. I. J. K.

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

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

: : :

601(a)

Designation

Sidewalk (100mm thk.) sq.m. 161.00 No. of Person

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

1 4 12

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Transit Mixer (5 cu.m.)

4

b. Concrete Vibrator c. Concrete Batching Plant (30 cu.m.) d. Payloader (1.50 cu.m.), LX80-2C e. Concrete Screeder (5.5 Hp) f. Water Truck/Pump (16000L) g. Concrete Saw (7.5 Hp), 14" Blade Ø Minor Tools (5% of Labor)

2 1 1 1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 161.0000 sq.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Curing Compound b. Asphalt Sealant c. Forms d. Sand

L L m cu.m.

e. Gravel f. Cement

cu.m. bag

Note : Bed Course excluded

Sub - Total for F G. H. I. J. K.

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

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

: : :

601(b)

Designation

Sidewalk (100mm thk.) sq.m. 20.00 No. of Person

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

1 4 12

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. One Bagger Mixer

1

b. Water Truck/Pump (16000L) c. Concrete Vibrator d. Concrete Saw (7.5 Hp), 14" Blade Ø Minor Tools (5% of Labor Cost)

2 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 20.0000 sq.m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Curing Compound b. Asphalt Sealant c. Forms d. Sand

L L m cu.m.

e. Gravel f. Cement

cu.m. bag

Note : Bed Course excluded

Sub - Total for F G. H. I. J. K.

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

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

: : :

602(1)a

Designation

Right-of-Way Monument ea. 2.00 No. of Person

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

1 1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Concrete Vibrator

1

b. Cargo Truck (9 - 10 mt) Minor Tools (10% of Labor)

1

Sub - Total for B C. Total (A + B) D. Output per hour = 2.0000 ea E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Concrete Class "A" b. Reinforcing Steel Bar, Grade 40 c. Plywood, 1/2" x 4' x 8' - 4 uses d. Form Lumber, Good - 4 uses

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

e. Reflectorized Paint, Marker f. # 16 Tie Wire (2% of RSB) g. Assorted CWN (1 kg./100 bd.ft. of Lumber)

Sub - Total for F G. H. I. J. K.

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

L kg. kg.

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

: : :

602(1)b

Designation

Right-of-Way Monument (Precast) ea. 4.00 No. of Person

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

1 1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment b. Cargo Truck (9 - 10 mt)

1

Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 4.0000 ea E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

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

ea.

Sub - Total for F G. H. I. J. K.

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

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

: : :

602(2)a

Designation

Maintenance Marker Post ea. 2.00 No. of Person

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

1 1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Concrete Vibrator

1

b. Cargo Truck (9 - 10 mt) Minor Tools (10% of Labor)

1

Sub - Total for B C. Total (A + B) D. Output per hour = 2.0000 ea E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Concrete Class "A" b. Reinforcing Steel Bar, Grade 40 c. Plywood, 1/2" x 4' x 8' - 4 uses d. Form Lumber, Good - 4 uses

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

e. Reflectorized Paint, Marker f. # 16 Tie Wire (2% of RSB) g. Assorted CWN (1 kg./100 bd.ft. of Lumber)

Sub - Total for F G. H. I. J. K.

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

L kg. kg.

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

: : :

602(2)b

Designation

Maintenance Marker Post (Precast) ea. 4.00 No. of Person

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

1 1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment b. Cargo Truck (9 - 10 mt)

1

Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 4.0000 ea E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Fabricated Maintenance Marker Post (delivered at site)

ea.

Sub - Total for F G. H. I. J. K.

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

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

: : :

602(3)a

Designation

Kilometer Post ea. 1.00 No. of Person

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

1 1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Cargo Truck (9 - 10 mt)

1

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

1

C. D. Output = 1.0000 ea E. Direct Unit Cost (C ÷ D)

Sub - Total for B Total (A + B)

Name and Specification

Unit

F. Materials a. Concrete Class "A" b. Reinforcing Steel Bar c. Plywood 1/2" x 4' x 8' - 2 uses d. Lumber - 2 uses

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

e. Portland Cement f. Pebble g. Reflectorized Paint, Marker h. # 16 Tie Wire (2% of RSB) i. Assorted CWN (1 kg./100 bd.ft. of Lumber)

Sub - Total for F G. H. I. J. K.

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

bag cu.m. L kg. kg.

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

: : :

602(3)b

Designation

Kilometer Post (Precast) ea. 2.00 No. of Person

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

1 1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Cargo Truck (9 - 10 mt) b. Concrete Vibrator Minor Tools (10% of Labor)

C. D. Output = 2.0000 ea E. Direct Unit Cost (C ÷ D)

1 1

Sub - Total for B Total (A + B)

Name and Specification

Unit

F. Materials a. Fabricated Kilometer Post b. Concrete Class "A" c. Reflectorized Paint, Marker

ea. cu.m. lit.

Sub - Total for F G. H. I. J. K.

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

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

: : :

602(4)

Designation

Guide Post ea. 50.00 No. of Person

A. Labor a. Construction Foreman b. Unskilled Labor

1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 50.0000 ea E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Guide Post (Portable) b. Post Reflector Miscellaneous (5% of Materials)

ea. ea.

Sub - Total for F G. H. I. J. K.

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

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

: : :

603(1)

Designation

Cable Wire Guardrail m 1.15 No. of Person

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

1 2 8

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. One Bagger Mixer b. Concrete Vibrator c. Water Truck/Pump (16000L) d. Cargo Truck (2 - 5 mt) Minor Tools (10% of Labor)

1 1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.15 m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Cement b. Sand c. Gravel d. Guardrail Post

bag cu.m. cu.m. set

e. Galvanized Wire Rope (1.21 kg./m) f. Check Rope g. Hook Bolt h. Anchor Bracket i. Wire Mesh j. Tension Fittings Miscellaneous (5% of Materials) Sub - Total for F G. H. I. J. K.

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

kg. set ea. unit sq.m. set

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

: : :

603(3)a

Designation

Metal Guardrails (Metal Beam) including Concrete Pos m 4.20 No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. One Bagger Mixer b. Concrete Vibrator c. Water Truck/Pump (16000L) d. Cargo Truck (9 - 10 mt) Minor Tools (5 % of Labor Cost)

1 1 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 4.2000 m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Cement b. Sand c. Gravel d. Metal Beam Guardrail

bag cu.m. cu.m. m

e. Plywood Marine, 1/2" thk. x 4' x 8' - 4 uses f. Lumber - 4 uses g. Reinforcing Steel Bars, Grade 40 h. Tie Wire (2% of RSB) i. Assorted CWN (1 kg./100 bd.ft. of Lumber) j. Bolt, Nut & Washer 5/8" dia. x 9" k. Bolt, Nut & Washer 5/8" dia. x 1"

Sub - Total for F G. H. I. J. K.

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

pc. bd.ft. kg. kg. kg. pc. pc.

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

: : :

603(3)b

Designation

Metal Beam End Piece ea. 6.00 No. of Person

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

1 1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Cargo Truck (9 - 10 mt) Minor Tools (5% of Labor)

1

Sub - Total for B C. Total (A + B) D. Output per hour = 6.00000 ea E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Metal Guardrail End Piece

ea.

Sub - Total for F G. H. I. J. K.

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

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

: : :

603(4)

Guardrail (Timber) m 5.00

Designation

No. of Person

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

1 2 4

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Cargo Truck (9 - 10 mt) Minor Tools (10% of Labor)

1

Sub - Total for B C. Total (A + B) D. Output per hour = 5.00000 m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Lumber, 8" x 8" x 5.5' Treated Post (Tanguile) b. Lumber, 3" x 8" Plank (Tanguile) - Untreated c. Carriage Bolt, 1/2"Ø x 12" Miscellaneous (5% of Materials)

bd.ft. bd.ft. pc.

Note: Exclude Excavation Works

Sub - Total for F G. H. I. J. K.

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

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

: : :

604(1)

Fencing (Barbed Wire) m 18.00

Designation

No. of Person

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

1 1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Welding Machine (300 A, Gas/Diesel Driven Minor Tools (10% of Labor)

1

Sub - Total for B C. Total (A + B) D. Output per hour = 18.00000 m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. 3-Strand Galvanized Barbed Wire, Ga 12.5 b. 50mmx50mmx6m Angle Bar c. Ga. 9 Twisted Wire Fastener Miscellaneous (2% of Materials, Welding Rod & etc.)

m kg. pc.

Sub - Total for F G. H. I. J. K.

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

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

: : :

604(2)

Fencing (Chain Link Fence Fabric) - Type I m 6.00

Designation

No. of Person

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

1 1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Welding Machine (300 A, Gas/Diesel Driven Minor Tools (10% of Labor)

1

Sub - Total for B C. Total (A + B) D. Output per hour = 6.00000 m E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Cyclone Wire 8' Ga 10 b. 38mm x 38mm x 4mm Angle Bar c. Welding Rod (1 kg/2000 kf of Steel

m kg kg

Sub - Total for F G. H. I. J. K.

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

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

: : :

604(3)

Designation

Fencing (Post) - Type I ea. 1.00 No. of Person

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

1 2 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. One Bagger Mixer b. Bar Cutter, Single Phase c. Bar Bender d. Water Truck/Pump (16000L) Minor Tools (10% of Labor)

C. D. Output = 1.00000 ea E. Direct Unit Cost (C ÷ D)

1 1 1 1

Sub - Total for B Total (A + B)

Name and Specification

Unit

F. Materials a. Cement b. Sand c. Gravel d. Reinforcing Steel Bar

bag cu.m. cu.m. kg.

e. # 16 Tie Wire (2% of RSB) f. Plywood 1/4' x 4' x 8' - 2 uses g. Lumber - 2 uses h. Assorted CWN (1 kg./100 bd.ft. of Lumber)

Sub - Total for F G. H. I. J. K.

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

kg. pc. bd.ft. kg.

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

: : :

604(4)

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

Designation

No. of Person

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

1 1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Welding Machine (300 A, Gas/Diesel Driven Minor Tools (10% of Labor)

C. D. Output = 1.00000 ea E. Direct Unit Cost (C ÷ D)

1

Sub - Total for B Total (A + B)

Name and Specification

Unit

F. Materials a. 50 mm. Ø G.I. Pipe, Schedule 40 b. Cyclone Wire Galvanized 10' Gauge 10 c. 6mm dia. Plain Bar Miscellaneous (3% of Material Cost, Gate Lock, Hinge & etc.)

pc. m kg.

Sub - Total for F G. H. I. J. K.

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

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

: : :

605(1)a

Designation

Danger/Warning Signs (60cm Triangle) ea. 1.00 No. of Person

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

1 1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Cargo Truck (2 - 5 mt) Minor Tools (10 % of Labor)

1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00000 ea E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Portland Cement b. Sand c. Gravel d. Form Lumber, Good - 4 uses

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

e. 3"Ø G.I. Pipe f. Plate g. Bolts, 5mm Ø h. Sign Face, 3mm thk. Aluminum Sheet i. Assorted CWN (1 kg./100 bd.ft. of Lumber)

Sub - Total for F G. H. I. J. K.

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

m. kg. pc. pc. kg.

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

: : :

605(1)b

Designation

Danger/Warning Signs (90cm Triangle) ea. 1.00 No. of Person

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

1 1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Cargo Truck (2 - 5 mt) Minor Tools (10 % of Labor)

1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00000 ea E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Portland Cement b. Sand c. Gravel d. Form Lumber, Good - 4 uses

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

e. 3"Ø G.I. Pipe f. Plate g. Bolts, 5mm Ø h. Sign Face, 3mm thk. Aluminum Sheet i. Assorted CWN (1 kg./100 bd.ft. of Lumber)

Sub - Total for F G. H. I. J. K.

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

m. kg. pc. pc. kg.

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

: : :

605(2)a

Designation

Regulatory Signs (60cm Triangle) ea. 1.00 No. of Person

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

1 1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Cargo Truck (2 - 5 mt) Minor Tools (10 % of Labor)

1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00000 ea E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Portland Cement b. Sand c. Gravel d. Form Lumber, Good - 4 uses

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

e. 3"Ø G.I. Pipe f. Plate g. Bolts, 5mm Ø h. Sign Face, 3mm thk. Aluminum Sheet i. Assorted CWN (1 kg./100 bd.ft. of Lumber)

Sub - Total for F G. H. I. J. K.

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

m. kg. pc. pc. kg.

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

: : :

605(2)b

Designation

Regulatory Signs (90cm Triangle) ea. 1.00 No. of Person

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

1 1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Cargo Truck (2 - 5 mt) Minor Tools (10 % of Labor)

1

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00000 ea E. Direct Unit Cost (C ÷ D) Name and Specification

Unit

F. Materials a. Portland Cement b. Sand c. Gravel d. Form Lumber, Good - 4 uses

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

e. 3"Ø G.I. Pipe f. Plate g. Bolts, 5mm Ø h. Sign Face, 3mm thk. Aluminum Sheet i. Assorted CWN (1 kg./100 bd.ft. of Lumber)

Sub - Total for F G. H. I. J. K.

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

m. kg. pc. pc. kg.

RICE ANALYSIS (DUPA)

5m x 0.15/0.20m

Item No./Description Unit of Measurement Output per hour

No. of Hours

Hourly Rate

Amount A. Labor

1.00 1.00 1.00

No. of Hours

69.42 50.18 38.97

Hourly Rate

69.42 200.72 311.76

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

581.90

S

Amount

Nam B. Equipment

1.00 1.00 0.05

91.25 172.00 2,450.00

91.25 172.00 122.50 58.19

443.94 1,025.84 58.62 Quantity

Unit Cost

a. Cargo Truck (2 - 5 mt) Minor Tools (10 % of Labo

S

C. D. Output per hour = 1.00000 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

0.72 0.04 0.08 0.28

220.00 850.00 650.00 700.00

158.40 34.00 52.00 49.00

a. Portland Cement b. Sand c. Gravel d. Form Lumber, Good - 4

12.16 0.12

40.00 68.00

121.60 8.16

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

423.16 481.78 43.36 38.54 28.18 591.87

e. 3"Ø G.I. Pipe f. Plate g. Bolts, 5mm Ø h. Sign Face, 3mm thk. Al i. Assorted CWN (1 kg./10

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA)

50m x 0.15m

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

Hourly Rate

Amount A. Labor

1.00 1.00 1.00

No. of Hours

69.42 50.18 38.97

Hourly Rate

69.42 200.72 311.76

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

581.90

S

Amount

Nam B. Equipment

1.00 1.00 0.05

91.25 172.00 2,450.00

91.25 172.00 122.50 58.19

443.94 1,025.84 58.62 Quantity

Unit Cost

a. Cargo Truck (2 - 5 mt) Minor Tools (10 % of Labo

S

C. D. Output per hour = 1.00000 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

0.72 0.04 0.08 3.28

220.00 850.00 650.00 40.00

158.40 34.00 52.00 32.80

a. Portland Cement b. Sand c. Gravel d. Form Lumber, Good - 4

0.03 0.84

68.00 37.00

2.04 31.08

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

310.32 368.94 33.20 29.52 21.58 453.24

e. 3"Ø G.I. Pipe f. Plate g. Bolts, 5mm Ø h. Sign Face, 3mm thk. Al i. Assorted CWN (1 kg./10

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA)

Cast in place) - National Road

No. of Hours

Item No./Description Unit of Measurement Output per hour Hourly Rate

Amount A. Labor

1.00 1.00 1.00

No. of Hours

69.42 50.18 38.97

Hourly Rate

69.42 200.72 311.76

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

581.90

S

Amount

Nam B. Equipment

1.00 1.00 0.05

91.25 172.00 2,450.00

91.25 172.00 122.50 58.19

443.94 1,025.84 99.60 Quantity

Unit Cost

a. Cargo Truck (2 - 5 mt) Minor Tools (10 % of Labo

S

C. D. Output per hour = 1.00000 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.29 0.07 0.14 0.24

220.00 850.00 650.00 700.00

283.80 59.50 91.00 42.00

a. Portland Cement b. Sand c. Gravel d. Form Lumber, Good - 4

11.47 0.11

40.00 68.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

e. 3"Ø G.I. Pipe f. Plate g. Bolts, 5mm Ø h. Sign Face, 3mm thk. Al i. Assorted CWN (1 kg./10

114.70 7.48 11.97

610.45 710.05 63.90 56.80 41.54 872.29

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour No. of Hours

Hourly Rate

Amount A. Labor

1.00 1.00 1.00

No. of Hours

69.42 50.18 38.97

Hourly Rate

69.42 50.18 38.97

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

158.57

S

Amount

Nam B. Equipment

0.50

1,017.90

508.95 15.86

a. Cargo Truck (2 - 5 mt) Minor Tools (10 % of Labo

524.81 683.38

S

170.84 Quantity

Unit Cost

C. D. Output per hour = 1.00000 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.00

690.00

690.00 34.50

a. Portland Cement b. Sand c. Gravel d. Form Lumber, Good - 4

e. 3"Ø G.I. Pipe f. Plate g. Bolts, 5mm Ø h. Sign Face, 3mm thk. Al i. Assorted CWN (1 kg./10

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

724.50 895.34 80.58 71.63 52.38 1,099.93

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour No. of Hours

Hourly Rate

Amount A. Labor

1.00 1.00 1.00

No. of Hours

69.42 50.18 38.97

Hourly Rate

69.42 50.18 38.97

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

158.57

S

Amount

Nam B. Equipment

0.50

1,017.90

508.95

a. Cargo Truck (2 - 5 mt)

15.86

Minor Tools (10 % of Labo

524.81 683.38

S

170.84 Quantity

Unit Cost

C. D. Output per hour = 1.00000 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.00

680.00

680.00 34.00

a. Portland Cement b. Sand c. Gravel d. Form Lumber, Good - 4

e. 3"Ø G.I. Pipe f. Plate g. Bolts, 5mm Ø h. Sign Face, 3mm thk. Al i. Assorted CWN (1 kg./10

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

714.00 884.84 79.64 70.79 51.76 1,087.03

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour No. of Hours

Hourly Rate

Amount A. Labor

1.00 1.00 1.00

No. of Hours

69.42 50.18 38.97

Hourly Rate

69.42 50.18 38.97

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

158.57

S

Amount

Nam B. Equipment

0.50

1,017.90

508.95

a. Cargo Truck (2 - 5 mt)

15.86

Minor Tools (10 % of Labo

524.81 683.38

S

227.79 Quantity

Unit Cost

C. D. Output per hour = 1.00000 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.00

1,750.00

1,750.00 87.50

a. Portland Cement b. Sand c. Gravel d. Form Lumber, Good - 4

e. 3"Ø G.I. Pipe f. Plate g. Bolts, 5mm Ø h. Sign Face, 3mm thk. Al i. Assorted CWN (1 kg./10

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

1,837.50 2,065.29 185.88 165.22 120.82 2,537.21

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour No. of Hours

Hourly Rate

Amount A. Labor

1.00 1.00 1.00

No. of Hours

69.42 50.18 38.97

Hourly Rate

69.42 200.72 467.64

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

737.78

S

Amount

Nam B. Equipment

1.00

1,318.00

5,272.00

a. Cargo Truck (2 - 5 mt)

1.00 1.00 1.00 1.00 1.00 1.00

91.25 1,759.50 1,733.00 545.00 2,450.00 32.63

182.50 1,759.50 1,733.00 545.00 2,450.00 32.63 36.89

Minor Tools (5% of Labor)

12,011.52 12,749.30

S

79.19 Quantity

Unit Cost

C. D. Output per hour = 10.0000 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

0.29 0.12 0.46 0.055

28.00 44.00 250.00 850.00

8.12 5.28 115.00 46.75

a. Pavement Markings (W Miscellaneous (5% of abo

0.10 0.95

650.00 220.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

65.00 209.00

449.15 528.34 47.55 42.27 30.91 649.06

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour No. of Hours

Hourly Rate

Amount A. Labor

1.00 1.00 1.00

No. of Hours

69.42 50.18 38.97

Hourly Rate

69.42 200.72 467.64

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

737.78

S

Amount

Nam B. Equipment

1.00

172.00

172.00

1.00 0.125 1.00

2,450.00 91.25 32.63

4,900.00 11.41 32.63 36.89

5,152.93 5,890.71 294.54 Quantity

Unit Cost

a. Cargo Truck (2 - 5 mt)

Minor Tools (10% of Lab

S

C. D. Output per hour = 10.0000 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

0.29 0.12 0.46 0.055

28.00 44.00 250.00 850.00

8.12 5.28 115.00 46.75

a. Reflectorized Traffic Pa Miscellaneous (5% of abo

0.10 0.95

650.00 220.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

65.00 209.00

449.15 743.69 66.93 59.49 43.51 913.62

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour No. of Hours

Hourly Rate

Amount A. Labor

1.00 1.00 1.00

No. of Hours

69.42 50.18 38.97

Hourly Rate

69.42 50.18 77.94

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

197.54

S

Amount

Nam B. Equipment

0.20

91.25

18.25

0.05

1,212.00

60.60 19.75

98.60 296.14 148.07 Quantity

Unit Cost

a. Cargo Truck (2 - 5 mt)

Minor Tools (10% of Lab

S

C. D. Output per hour = 10.0000 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

0.03 7.15 0.22 13.53

3,538.78 40.00 700.00 40.00

106.16 286.00 38.50 135.30

a. Reflectorized Traffic Pa Miscellaneous (5% of abo

0.10 0.14 0.14

475.00 47.00 68.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

47.50 6.58 9.52

629.56 777.64 69.99 62.21 45.49 955.33

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour No. of Hours

Hourly Rate

Amount A. Labor

1.00 1.00 1.00

No. of Hours

69.42 50.18 38.97

Hourly Rate

69.42 50.18 77.94

a. Construction Foreman b. Unskilled Labor

197.54

S

Amount

Nam B. Equipment

0.05

1,212.00

60.60

a. Diamond Drill, CP-8 wit

19.75

b. Cargo Truck (2 - 5 mt) c. Air Compressor (15 - 35 Minor Tools (5% of Labor)

80.35 277.89

S

69.47 Quantity

Unit Cost

C. D. Output per hour = 10.0000 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.00

3,320.00

3,320.00

a. Reflective Stud Catchey 180mm x 140mm (type b. Concrete Epoxy A & B

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

3,320.00 3,389.47 305.05 271.16 198.28 4,163.97

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour No. of Hours

Hourly Rate

Amount A. Labor

1.00 1.00 1.00

No. of Hours

69.42 50.18 38.97

Hourly Rate

69.42 50.18 77.94

a. Construction Foreman b. Unskilled Labor

197.54

S

Amount

Nam B. Equipment

0.20

91.25

18.25

a. Diamond Drill, CP-8 wit

0.05

1,212.00

60.60 19.75

b. Cargo Truck (2 - 5 mt) c. Air Compressor (15 - 35 Minor Tools (5% of Labor)

98.60 296.14

S

148.07 Quantity

Unit Cost

C. D. Output per hour = 10.0000 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

0.03 7.15 0.22 13.53

3,400.00 40.00 700.00 40.00

102.00 286.00 38.50 135.30

a. Reflective Stud Catchey 100mm x 100mm (type b. Concrete Epoxy A & B

0.10 0.14 0.14

475.00 47.00 68.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

47.50 6.58 9.52

625.40 773.47 69.61 61.88 45.25 950.21

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour No. of Hours

Hourly Rate

Amount A. Labor

1.00 1.00 1.00

No. of Hours

69.42 50.18 38.97

Hourly Rate

69.42 50.18 77.94

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

197.54

S

Amount

Nam B. Equipment

0.05

1,212.00

60.60

a. Plate Compactor (5 hp)

19.75

Minor Tools (10% of Labor

80.35 277.89

S

69.47 Quantity

Unit Cost

C. D. Output per hour = 1.25 cu E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.00

1,650.00

1,650.00

a. Topsoil

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

1,650.00 1,719.47 154.75 137.56 100.59 2,112.37

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour No. of Hours

Hourly Rate

Amount A. Labor

1.50 1.50 1.50

No. of Hours

69.42 50.18 38.97

Hourly Rate

104.13 75.27 116.91

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

296.31

S

Amount

Nam B. Equipment

0.50

1,212.00

606.00

a. Plate Compactor (5 hp)

0.10

91.25

9.13 29.63

Minor Tools (10% of Labor

644.76 941.07

S

941.07 Quantity

Unit Cost

C. D. Output per hour = 1.25 cu E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

0.184 7.59 0.604 7.15

3,400.00 40.00 700.00 20.00

625.60 303.60 211.40 71.50

0.775 0.044 0.20 0.14 0.07

220.00 900.00 475.00 47.00 68.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

170.50 39.60 95.00 6.58 4.76

1,528.54 2,469.61 222.26 197.57 144.47 3,033.91

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour No. of Hours

Hourly Rate

Amount A. Labor

1.50 1.50 1.50

No. of Hours

69.42 50.18 38.97

Hourly Rate

104.13 75.27 116.91

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

296.31

S

Amount

Nam B. Equipment

0.50 0.05

1,212.00 91.25

606.00 4.56 29.63

a. Water Truck/Pump (160 Minor Tools (10% of Labor

640.19 936.50

S

468.25 Quantity

Unit Cost

C. D. Output per hour = 35.0000 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.00 0.095 0.20

4,150.00 3,400.00 475.00

4,150.00 323.00 95.00

a. Sprigs b. Fertilizer

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

4,568.00 5,036.25 453.26 402.90 294.62 6,187.04

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour No. of Hours

Hourly Rate

Amount A. Labor

1.00 1.00

No. of Hours

69.42 38.97

Hourly Rate

69.42 77.94

a. Construction Foreman b. Unskilled Labor

147.36

S

Amount

Nam B. Equipment

14.74

a. Water Truck/Pump (160 Minor Tools (10% of Labor

14.74 162.10

S

3.24 Quantity

Unit Cost

C. D. Output per hour = 25.0000 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.00 1.00

1,240.00 85.00

1,240.00 85.00 66.25

a. Sods

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

1,391.25 1,394.49 125.50 111.56 81.58 1,713.13

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour No. of Hours

Hourly Rate

Amount A. Labor

1.00 1.00 1.00

No. of Hours

69.42 50.18 38.97

Hourly Rate

69.42 100.36 311.76

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

481.54

S

Amount

Nam B. Equipment

1.00 0.25 0.10 0.25

172.00 91.25 2,450.00 783.00

172.00 22.81 245.00 195.75 48.15

a. Cargo Truck (9 - 10 mt) b. Backhoe (0.80 cu.m.) c. Water Truck/Pump (160 Minor Tools (10% of Labor

Note: Includes watering fo

683.72 1,165.26 1,013.27 Quantity

Unit Cost

S

C. D. Output per hour = 1.00000 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

4.18 0.22 0.43 0.27

220.00 850.00 650.00 *1,800.00

919.60 187.00 279.50 486.00

a. Trees (Delivered at Site b. Fertilizers c. Bamboo Pole d. Polyethylene Sheets

4.92 0.22 0.33 0.11 0.11 0.65

186.44 *750.00 *350.00 *1,200.00 *295.00 *1,000.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

917.28 165.00 115.50 132.00 32.45 650.00 194.22 4,078.55 5,091.82 458.26 407.35 297.87 6,255.30

e. Tie Wire

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA)

uding Concrete Post

No. of Hours

Item No./Description Unit of Measurement Output per hour Hourly Rate

Amount A. Labor

1.00 1.00 1.00

No. of Hours

69.42 50.18 38.97

Hourly Rate

69.42 100.36 155.88

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

325.66

S

Amount

Nam B. Equipment

0.50 0.50 0.05 0.25

172.00 91.25 2,450.00 1,212.00

86.00 45.63 122.50 303.00 16.28

a. Cargo Truck (9 - 10 mt) b. Backhoe (0.80 cu.m.) c. Water Truck/Pump (160 Minor Tools (10% of Labor

573.41 899.07

S

214.06 Quantity

Unit Cost

C. D. Output per hour = 1.00000 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

0.33 0.018 0.036 1.00

220.00 850.00 650.00 1,950.00

72.60 15.30 23.40 1,950.00

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

0.25 8.00 4.00 0.08 0.08 0.50 2.00

700.00 40.00 40.00 47.00 68.00 28.00 21.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

43.75 80.00 160.00 3.76 5.44 14.00 42.00

2,410.25 2,624.31 236.19 209.95 153.52 3,223.97

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour No. of Hours

Hourly Rate

Amount A. Labor

1.00 1.00 1.00

No. of Hours

69.42 50.18 38.97

Hourly Rate

69.42 50.18 77.94

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

197.54

S

Amount

Nam B. Equipment

1.00

1,212.00

1,212.00 9.88

b. Cargo Truck/Delivery Tr b. Applicator Machine c. Kneading Machine Minor Tools (10 % of Labo

1,221.88 1,419.42

S

236.57 Quantity

Unit Cost

C. D. Output per hour = 25.0000 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.00

1,350.00

1,350.00

a. Thermoplastic Paint (W b. Glass Beads c. Primer d. LPG (50 kg.)

e. LPG (12 kg.) f. Calsumine Miscellaneous (5% of Mat

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

1,350.00 1,586.57 142.79 126.93 92.81 1,949.10

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour No. of Hours

Hourly Rate

Amount A. Labor

1.00 1.00 1.00

No. of Hours

69.42 50.18 38.97

Hourly Rate

69.42 100.36 155.88

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

325.66

S

Amount

Nam B. Equipment

0.50

1,212.00

606.00 32.57

b. Cargo Truck/Delivery Tr b. Applicator Machine c. Kneading Machine Minor Tools (10 % of Labo

638.57 964.23

S

192.85 Quantity

Unit Cost

C. D. Output per hour = 25.0000 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

14.67 6.67 1.60

90.00 55.00 350.00

1,320.30 366.85 560.00 112.36

a. Thermoplastic Paint (Ye b. Glass Beads c. Primer d. LPG (50 kg.)

e. LPG (12 kg.) f. Calsumine Miscellaneous (5% of Mat

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

2,359.51 2,552.35 229.71 204.19 149.31 3,135.57

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour No. of Hours

Hourly Rate

Amount A. Labor

1.00 1.00 1.00

No. of Hours

69.42 50.18 38.97

Hourly Rate

69.42 50.18 77.94

a. Construction Foreman b. Unskilled Labor

197.54

S

Amount

Nam B. Equipment

0.10

371.00

37.10 19.75

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

56.85 254.39

S

14.13 Quantity

Unit Cost

C. D. Output per hour = 20.0000 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.00 0.58 0.39

15.00 48.00 81.15

15.00 27.84 31.65 1.49

a. Blown Asphalt Miscellaneous (5% of Mat

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

75.98 90.11 8.11 7.21 5.27 110.70

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour No. of Hours

Hourly Rate

Amount A. Labor

1.00 1.00 1.00

No. of Hours

69.42 50.18 38.97

Hourly Rate

69.42 50.18 77.94

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

197.54

S

Amount

Nam B. Equipment

0.50

371.00

185.50 19.75

a. Cargo Truck (2 - 5 mt) Minor Tools (10 % of Labo

205.25 402.79

S

67.13 Quantity

Unit Cost

C. D. Output per hour = 1.00000 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

1.00 9.25 0.005

220.00 850.00 650.00

220.00 7,862.50 3.01

a. Portland Cement b. Sand c. Gravel d. Form Lumber, Good - 4

e. 75mm Ø G.I. Pipe f. G.I. Flat Bar, 1 1/2"x1/8 g. G.I. Bolts w/ Nuts & Wa h. G.I. Bolts w/ Nuts & Wa i. Sign Face, 3mm thk. Alu j. Assorted CWN (1 kg./10 Miscellaneous (0.3% of M

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

8,085.51 8,152.64 733.74 652.21 476.93 10,015.52

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour No. of Hours

Hourly Rate

Amount A. Labor

1.50 1.50 1.50

No. of Hours

69.42 50.18 38.97

Hourly Rate

104.13 150.54 116.91

a. Construction Foreman b. Skilled Labor c. Unskilled Labor

371.58

S

Amount

Nam B. Equipment

0.75 0.50 0.50 0.05

172.00 219.75 351.50 2,450.00

129.00 109.88 175.75 122.50 37.16

a. Cargo Truck (2 - 5 mt) Minor Tools (10 % of Labo

574.28 945.86

S

945.86 Quantity

Unit Cost

C. D. Output per hour = 1.00000 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

5.68 0.30 0.60 22.07

220.00 850.00 650.00 40.00

1,249.60 255.00 390.00 882.80

a. Portland Cement b. Sand c. Gravel d. Form Lumber, Good - 4

0.441 1.94 28.67 0.29

47.00 350.00 20.00 68.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

e. 75mm Ø G.I. Pipe f. G.I. Flat Bar, 1 1/2"x1/8 g. G.I. Bolts w/ Nuts & Wa h. G.I. Bolts w/ Nuts & Wa i. Sign Face, 3mm thk. Alu j. Assorted CWN (1 kg./10 Miscellaneous (0.2% of M

20.73 339.50 286.70 19.72

3,444.05 4,389.91 395.09 351.19 256.81 5,393.00

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA)

ngth 4.24m.)

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

Hourly Rate

Amount A. Labor

1.00 1.00 1.00

No. of Hours

69.42 50.18 38.97

Hourly Rate

69.42 50.18 77.94

a. Construction Foreman b. Unskilled Labor

197.54

S

Amount

Nam B. Equipment

2.00

371.00

742.00 19.75

c. Water Truck/Pump (160 Minor Tools (10% of Labor

761.75 959.29

S

959.29 Quantity

Unit Cost

C. D. Output per hour = 50.0000 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

5.00 4.24 3.37

1,550.00 3,300.00 40.00

7,750.00 13,992.00 134.80 656.30

a. Erosion Control Net CG (Price includes bamboo pe

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

22,533.10 23,492.40 2,114.32 1,879.39 1,374.31 28,860.41

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA)

gle)

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

Hourly Rate

Amount A. Labor

1.00 1.00 1.00

No. of Hours

69.42 50.18 38.97

Hourly Rate

69.42 50.18 77.94

a. Construction Foreman b. Unskilled Labor

197.54

S

Amount

Nam B. Equipment

0.25

783.00

195.75 19.75

c. Water Truck/Pump (160 Minor Tools (10% of Labor

215.50 413.04

S

413.04 Quantity

Unit Cost

C. D. Output per hour = 50.0000 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

0.48 0.025 0.050 8.00

220.00 850.00 650.00 40.00

105.60 21.25 32.50 80.00

a. Erosion Control Net CG (Price includes bamboo pe

3.10 2.00 12.00 1.00 0.08

530.00 48.00 10.00 2,800.00 68.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

1,643.00 96.00 120.00 2,800.00 5.44

4,903.79 5,316.83 478.52 425.35 311.03 6,531.73

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA)

gle)

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

Hourly Rate

Amount A. Labor

1.00 1.00 1.00

No. of Hours

69.42 50.18 38.97

Hourly Rate

69.42 50.18 77.94

a. Construction Foreman b. Unskilled Labor

197.54

S

Amount

Nam B. Equipment

0.25

783.00

195.75 19.75

Minor Tools (10% of Labor

215.50 413.04

S

413.04 Quantity

Unit Cost

C. D. Output per hour = 15.0000 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

0.48 0.025 0.050 8.00

220.00 850.00 650.00 40.00

105.60 21.25 32.50 80.00

a. Coco Fiber Roll (CGR 2 (Price includes nylon rope

3.10 2.00 12.00 1.00 0.08

530.00 48.00 10.00 4,200.00 68.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

1,643.00 96.00 120.00 4,200.00 5.44

6,303.79 6,716.83 604.52 537.35 392.93 8,251.63

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour No. of Hours

Hourly Rate

Amount A. Labor

1.00 1.00 1.00

No. of Hours

69.42 50.18 38.97

Hourly Rate

69.42 50.18 77.94

a. Construction Foreman b. Unskilled Labor

197.54

S

Amount

Nam B. Equipment

0.25

783.00

195.75 19.75

Minor Tools (10% of Labor

215.50 413.04

S

413.04 Quantity

Unit Cost

C. D. Output per hour = 15.0000 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

0.48 0.025 0.050 8.00

220.00 850.00 650.00 40.00

105.60 21.25 32.50 80.00

a. Coco Fiber Roll (CGR 3 (Price includes nylon rope

3.10 2.00 12.00 1.00 0.08

530.00 48.00 10.00 2,800.00 68.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

1,643.00 96.00 120.00 2,800.00 5.44

4,903.79 5,316.83 478.52 425.35 311.03 6,531.73

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour No. of Hours

Hourly Rate

Amount A. Labor

1.00 1.00 1.00

No. of Hours

69.42 50.18 38.97

Hourly Rate

69.42 50.18 77.94

a. Construction Foreman b. Unskilled Labor

197.54

S

Amount

Nam B. Equipment

0.25

783.00

195.75 19.75

215.50 413.04 413.04 Quantity

Unit Cost

a. Hydroseeding Machine b. Water Truck/Pump (160 (including maintenance tim

S C. D. Output per hour = 62.500 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

0.48 0.025 0.050 8.00

220.00 850.00 650.00 40.00

105.60 21.25 32.50 80.00

a. Grass Cover (Price includes grass seed & binding agent for hydros

3.10 2.00 12.00 1.00 0.08

530.00 48.00 10.00 4,200.00 68.00

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

1,643.00 96.00 120.00 4,200.00 5.44

6,303.79 6,716.83 604.52 537.35 392.93 8,251.63

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

Item No./Description Unit of Measurement Output per hour

A. Labor a. Construction Foreman b. Unskilled Labor

S

Nam B. Equipment

a. Water Truck/Pump (160 Minor Tools (10% of Labor

S C. D. Output per hour = 35.0000 E. Direct Unit Cost (C ÷ D)

Name F. Materials

a. Vetiver Grass System (Price includes cocopeat f

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

605(2)c

Designation

r

Regulatory Signs (60cm Octagon) ea. 1.00 No. of Person

No. of Hours

Hourly Rate

1 1 2

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

1

0.25

783.00

Unit

Quantity

Unit Cost

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

0.48 0.025 0.050 8.00

220.00 850.00 650.00 40.00

Sub - Total for A Name and Capacity

% of Labor)

Sub - Total for B Total (A + B) = 1.00000 ea Name and Specification

Good - 4 uses

m thk. Aluminum Sheet (1 kg./100 bd.ft. of Lumber)

m. kg. pc. pc. kg.

3.10 2.00 12.00 1.00 0.08

530.00 70.78 10.00 4,500.00 68.00

Sub - Total for F

ngencies & Miscellaneous (OCM)

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

605(2)d

Designation

r

Regulatory Signs (90cm Octagon) ea. 1.00 No. of Person

No. of Hours

Hourly Rate

1 1 2

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

1

0.25

783.00

Unit

Quantity

Unit Cost

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

0.48 0.025 0.050 8.00

220.00 850.00 650.00 40.00

Sub - Total for A Name and Capacity

% of Labor)

Sub - Total for B Total (A + B) = 1.00000 ea Name and Specification

Good - 4 uses

m thk. Aluminum Sheet (1 kg./100 bd.ft. of Lumber)

m. kg. pc. pc. kg.

3.10 2.00 12.00 1.00 0.08

530.00 48.00 10.00 7,500.00 68.00

Sub - Total for F

ngencies & Miscellaneous (OCM)

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

605(3)a

Designation

r

Informative Signs (12"x24") ea. 1.00 No. of Person

No. of Hours

Hourly Rate

1 1 2

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

1

0.25

783.00

Unit

Quantity

Unit Cost

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

1.320 0.073 0.145 8.00

220.00 850.00 650.00 40.00

Sub - Total for A Name and Capacity

% of Labor)

Sub - Total for B Total (A + B) = 1.00000 ea Name and Specification

Good - 4 uses

m thk. Aluminum Sheet (1 kg./100 bd.ft. of Lumber)

m. kg. pc. pc. kg.

3.10 2.00 12.00 1.00 0.08

530.00 48.00 10.00 2,750.00 68.00

Sub - Total for F

ngencies & Miscellaneous (OCM)

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

605(3)b

Designation

r

Informative Signs (12"x48") ea. 1.00 No. of Person

No. of Hours

Hourly Rate

1 1 2

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

1

0.25

783.00

Unit

Quantity

Unit Cost

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

1.320 0.073 0.145 8.00

220.00 850.00 650.00 40.00

Sub - Total for A Name and Capacity

% of Labor)

Sub - Total for B Total (A + B) = 1.00000 ea Name and Specification

Good - 4 uses

m thk. Aluminum Sheet (1 kg./100 bd.ft. of Lumber)

m. kg. pc. pc. kg.

3.10 2.00 12.00 1.00 0.08

530.00 48.00 10.00 5,450.00 68.00

Sub - Total for F

ngencies & Miscellaneous (OCM)

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

605(3)c

Designation

r

Informative Signs (18"x24") ea. 1.00 No. of Person

No. of Hours

Hourly Rate

1 1 2

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

1

0.25

783.00

Unit

Quantity

Unit Cost

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

1.320 0.073 0.145 8.00

220.00 850.00 650.00 40.00

Sub - Total for A Name and Capacity

% of Labor)

Sub - Total for B Total (A + B) = 1.00000 ea Name and Specification

Good - 4 uses

m thk. Aluminum Sheet (1 kg./100 bd.ft. of Lumber)

m. kg. pc. pc. kg.

3.10 2.00 12.00 1.00 0.08

530.00 48.00 10.00 3,750.00 68.00

Sub - Total for F

ngencies & Miscellaneous (OCM)

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

605(3)d

Designation

r

Informative Signs (18"x48") ea. 1.00 No. of Person

No. of Hours

Hourly Rate

1 1 2

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

1

0.25

783.00

Unit

Quantity

Unit Cost

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

1.320 0.073 0.145 8.00

220.00 850.00 650.00 40.00

Sub - Total for A Name and Capacity

% of Labor)

Sub - Total for B Total (A + B) = 1.00000 ea Name and Specification

Good - 4 uses

m thk. Aluminum Sheet (1 kg./100 bd.ft. of Lumber)

m. kg. pc. pc. kg.

3.10 2.00 12.00 1.00 0.08

530.00 48.00 10.00 8,200.00 68.00

Sub - Total for F

ngencies & Miscellaneous (OCM)

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

606(1)

Designation

r

Pavement Marking (Premix Reflectorized) sq.m. 10.00 No. of Person

No. of Hours

Hourly Rate

1 1 2

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

1

0.05

783.00

Unit

Quantity

Unit Cost

L

1.00

450.00

Sub - Total for A Name and Capacity

of Labor)

Sub - Total for B Total (A + B) = 10.00000 sq.m Name and Specification

kings (White) % of above)

Sub - Total for F

ngencies & Miscellaneous (OCM)

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

606(2)a

Designation

r

Pavement Markings (Reflectorized Traffic Paint - White) sq.m. 10.00 No. of Person

No. of Hours

Hourly Rate

1 1 2

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

1

0.05

783.00

Unit

Quantity

Unit Cost

L

1.00

450.00

Sub - Total for A Name and Capacity

0% of Labor)

Sub - Total for B Total (A + B) = 10.00000 sq.m Name and Specification

Traffic Paint (White) % of above)

Sub - Total for F

ngencies & Miscellaneous (OCM)

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

606(2)b

Designation

r

Pavement Markings (Reflectorized Traffic Paint - Yellow) sq.m. 10.00 No. of Person

No. of Hours

Hourly Rate

1 1 2

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

1

0.05

783.00

Unit

Quantity

Unit Cost

L

1.00

475.00

Sub - Total for A Name and Capacity

0% of Labor)

Sub - Total for B Total (A + B) = 10.00000 sq.m Name and Specification

Traffic Paint (Yellow) % of above)

Sub - Total for F

ngencies & Miscellaneous (OCM)

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

607(1)

Reflective Pavement Studs ea. 10.00

Designation

r

No. of Person

No. of Hours

Hourly Rate

1 3

1.00 1.00

69.42 38.97

No of Units

No. of Hours

Hourly Rate

1

1.00

201.25

1 1

0.25 1.00

783.00 205.00

Unit

Quantity

Unit Cost

pc.

1.00

3,465.00

L

0.012

1,200.00

Sub - Total for A Name and Capacity

CP-8 with attachment

r (15 - 35 cfm) of Labor)

Sub - Total for B Total (A + B) = 10.00000 ea Name and Specification

d Catcheye Flush Surface mm (type depends on the req.)

Sub - Total for F

ngencies & Miscellaneous (OCM)

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

607(2)

Reflective Pavement Studs (4" RPM) ea. 10.00

Designation

r

No. of Person

No. of Hours

Hourly Rate

1 3

1.00 1.00

69.42 38.97

No of Units

No. of Hours

Hourly Rate

1

1.00

201.25

1 1

0.25 1.00

783.00 205.00

Unit

Quantity

Unit Cost

pc.

1.00

3,465.00

L

0.012

1,200.00

Sub - Total for A Name and Capacity

CP-8 with attachment

r (15 - 35 cfm) of Labor)

Sub - Total for B Total (A + B) = 10.00000 ea Name and Specification

d Catcheye Raised Surface mm (type depends on the req.)

Sub - Total for F

ngencies & Miscellaneous (OCM)

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

608(1)

Designation

r

Furnishing and Placing Topsoil cu.m. 1.25 No. of Person

No. of Hours

Hourly Rate

1 2 2

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

1

1.00

123.00

Unit

Quantity

Unit Cost

cu.m.

1.05

490.00

Sub - Total for A Name and Capacity

or (5 hp)

% of Labor)

Sub - Total for B Total (A + B) = 1.25 cu.m Name and Specification

Sub - Total for F

ngencies & Miscellaneous (OCM)

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

608(2)

Designation

r

Placing Topsoil cu.m. 1.25 No. of Person

No. of Hours

Hourly Rate

1 2 2

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

1

1.00

123.00

Unit

Quantity

Unit Cost

Sub - Total for A Name and Capacity

or (5 hp)

% of Labor)

Sub - Total for B Total (A + B) = 1.25 cu.m Name and Specification

Sub - Total for F

ngencies & Miscellaneous (OCM)

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

609

Designation

r

Sprigging sq.m. 35.00 No. of Person

No. of Hours

Hourly Rate

1 2 2

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

1

0.25

2,450.00

Unit

Quantity

Unit Cost

sq.m. kg.

1.05 0.10

89.00 26.00

Sub - Total for A Name and Capacity

ump (16000L) % of Labor)

Sub - Total for B Total (A + B) = 35.00000 sq.m Name and Specification

Sub - Total for F

ngencies & Miscellaneous (OCM)

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

610

Designation

r

Sodding sq.m. 25.00 No. of Person

No. of Hours

Hourly Rate

1 8

1.00 1.00

69.42 38.97

No of Units

No. of Hours

Hourly Rate

1

0.50

2,450.00

Unit

Quantity

Unit Cost

sq.m.

1.05

89.00

Sub - Total for A Name and Capacity

ump (16000L) % of Labor)

Sub - Total for B Total (A + B) = 25.00000 sq.m Name and Specification

Sub - Total for F

ngencies & Miscellaneous (OCM)

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

611(1)

Designation

r

Trees (Furnishing and Transplanting), 150mm dia. or less ea. 1.00 No. of Person

No. of Hours

Hourly Rate

1 1 2

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

1 1 1

1.00 1.00 0.50

1,212.00 1,537.00 2,450.00

Unit

Quantity

Unit Cost

pc. kg. pc. sq.m.

1.00 3.00 3.00 3.00

400.00 26.00 50.00 10.00

Sub - Total for A Name and Capacity

9 - 10 mt)

ump (16000L) % of Labor)

atering for three (3) months

Sub - Total for B Total (A + B) = 1.00000 ea Name and Specification

ed at Site)

kg.

0.25

46.67

Sub - Total for F

ngencies & Miscellaneous (OCM)

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

611(2)

Designation

r

Trees (Transplanting), 150mm dia. or less ea. 1.00 No. of Person

No. of Hours

Hourly Rate

1 1 2

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

1 1 1

1.00 1.00 0.50

1,212.00 1,537.00 2,450.00

Unit

Quantity

Unit Cost

kg. pc. sq.m. kg.

3.00 3.00 3.00 0.25

26.00 50.00 10.00 46.67

Sub - Total for A Name and Capacity

9 - 10 mt)

ump (16000L) % of Labor)

Sub - Total for B Total (A + B) = 1.00000 ea Name and Specification

Sub - Total for F

ngencies & Miscellaneous (OCM)

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

612(1)

Designation

r

Reflectorized Thermoplastic Pavement Markings (White) sq.m. 25.00 No. of Person

No. of Hours

Hourly Rate

1 2 6

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

1 1 1

1.00 1.00 1.00

783.00 93.75 187.50

Unit

Quantity

Unit Cost

bag bag L cyl.

0.325 0.033 0.120 0.004

1,565.00 650.00 160.00 3,800.00

Sub - Total for A Name and Capacity

elivery Truck(2 - 5 mt)

% of Labor Cost)

Sub - Total for B Total (A + B) = 25.00000 sq.m Name and Specification

Paint (White)

cyl. kg.

0.002 0.125

735.00 3.00

% of Materials)

Sub - Total for F

ngencies & Miscellaneous (OCM)

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

612(2)

Designation

r

Reflectorized Thermoplastic Pavement Markings (Yellow) sq.m. 25.00 No. of Person

No. of Hours

Hourly Rate

1 2 6

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

1 1 1

1.00 1.00 1.00

783.00 93.75 187.50

Unit

Quantity

Unit Cost

bag bag L cyl.

0.325 0.033 0.120 0.004

1,780.00 650.00 175.00 3,800.00

Sub - Total for A Name and Capacity

elivery Truck(2 - 5 mt)

% of Labor Cost)

Sub - Total for B Total (A + B) = 25.00000 sq.m Name and Specification

Paint (Yellow))

cyl. kg.

0.002 0.125

735.00 3.00

% of Materials)

Sub - Total for F

ngencies & Miscellaneous (OCM)

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

613

Designation

r

Concrete Joint Sealant (Hot Poured Elastic and Cold-Applied Types) kg. 20.00 . No. of Person

No. of Hours

Hourly Rate

1 6

1.00 1.00

69.42 38.97

No of Units

No. of Hours

Hourly Rate

1

1.00

10.00

Unit

Quantity

Unit Cost

kg.

1.05

250.00

Sub - Total for A Name and Capacity

of Labor)

Sub - Total for B Total (A + B) = 20.0000 kg Name and Specification

% of Materials)

Sub - Total for F

ngencies & Miscellaneous (OCM)

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

620(a)

Designation

r

Chevron Signs (450mmx600mm) ea. 1.00 No. of Person

No. of Hours

Hourly Rate

1 1 2

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

1

0.25

783.00

Unit

Quantity

Unit Cost

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

0.48 0.025 0.050 8.00

220.00 850.00 650.00 40.00

Sub - Total for A Name and Capacity

% of Labor)

Sub - Total for B Total (A + B) = 1.00000 ea Name and Specification

Good - 4 uses

1/2"x1/8" uts & Washer, 5mm Ø uts & Washer, 2mm Ø m thk. Aluminum Sheet (1 kg./100 bd.ft. of Lumber) .3% of Materials)

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

3.25 5.00 3.00 12.00 2.00 0.08

530.00 48.00 10.00 10.00 3,750.00 68.00

Sub - Total for F

ngencies & Miscellaneous (OCM)

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

620(b)

Designation

r

Chevron Signs (600mmx800mm) ea. 1.00 No. of Person

No. of Hours

Hourly Rate

1 1 2

1.00 1.00 1.00

69.42 50.18 38.97

No of Units

No. of Hours

Hourly Rate

1

0.25

783.00

Unit

Quantity

Unit Cost

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

0.48 0.025 0.050 8.00

220.00 850.00 650.00 40.00

Sub - Total for A Name and Capacity

% of Labor)

Sub - Total for B Total (A + B) = 1.00000 ea Name and Specification

Good - 4 uses

1/2"x1/8" uts & Washer, 5mm Ø uts & Washer, 2mm Ø m thk. Aluminum Sheet (1 kg./100 bd.ft. of Lumber) .2% of Materials)

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

3.45 5.00 3.00 12.00 2.00 0.08

530.00 48.00 10.00 10.00 7,500.00 68.00

Sub - Total for F

ngencies & Miscellaneous (OCM)

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

622(1)a

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 8

1.00 1.00

69.42 38.97

No of Units

No. of Hours

Hourly Rate

1

0.25

2,450.00

Name and Specification

Unit

Quantity

Unit Cost

ol Net CGN 400 w/ 5 % wastage amboo pegs)

sq.m.

1.05

110.00

r

Sub - Total for A Name and Capacity

ump (16000L) % of Labor)

Sub - Total for B Total (A + B) = 50.0000 sq.m

Sub - Total for F

ngencies & Miscellaneous (OCM)

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

622(1)b

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 8

1.00 1.00

69.42 38.97

No of Units

No. of Hours

Hourly Rate

1

0.25

2,450.00

Name and Specification

Unit

Quantity

Unit Cost

ol Net CGN 700 w/ 5 % wastage amboo pegs)

sq.m.

1.05

156.00

r

Sub - Total for A Name and Capacity

ump (16000L) % of Labor)

Sub - Total for B Total (A + B) = 50.0000 sq.m

Sub - Total for F

ngencies & Miscellaneous (OCM)

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

622(2)a

Designation

r

Bio-Engineering Solutions (Coco-logs/Fascine) m 15.00 No. of Person

No. of Hours

Hourly Rate

1 2

1.00 1.00

69.42 38.97

No of Units

No. of Hours

Hourly Rate

Unit

Quantity

Unit Cost

m

1.05

388.00

Sub - Total for A Name and Capacity

% of Labor)

Sub - Total for B Total (A + B) = 15.0000 m Name and Specification

ll (CGR 200) ylon ropes and live stakes)

`

Sub - Total for F

ngencies & Miscellaneous (OCM)

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

622(2)b

Designation

r

Bio-Engineering Solutions (Coco-logs/Fascine) m 15.00 No. of Person

No. of Hours

Hourly Rate

1 8

1.00 1.00

69.42 38.97

No of Units

No. of Hours

Hourly Rate

Unit

Quantity

Unit Cost

m

1.05

509.00

Sub - Total for A Name and Capacity

% of Labor)

Sub - Total for B Total (A + B) = 15.0000 m Name and Specification

ll (CGR 300) ylon ropes and live stakes)

Sub - Total for F

ngencies & Miscellaneous (OCM)

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

622(3)a

Designation

r

Bio-Engineering Solutions (Vegetation) sq.m. 62.50 No. of Person

No. of Hours

Hourly Rate

1 2

1.00 1.00

69.42 38.97

No of Units

No. of Hours

Hourly Rate

1 1

1.00 1.00

952.00 2,450.00

Unit

Quantity

Unit Cost

sq.m.

1.05

45.00

Sub - Total for A Name and Capacity

Machine ump (16000L) nance time)

Sub - Total for B Total (A + B) = 62.500 sq.m Name and Specification

rass seeds, mulch, cocopeat or hydroseeding)

Sub - Total for F 9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

ngencies & Miscellaneous (OCM)

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

622(3)b

Designation

r

Bio-Engineering Solutions (Vegetation) sq.m. 35.00 No. of Person

No. of Hours

Hourly Rate

1 8

1.00 1.00

69.42 38.97

No of Units

No. of Hours

Hourly Rate

1

0.50

2,450.00

Sub - Total for A Name and Capacity

ump (16000L) % of Labor)

Sub - Total for B Total (A + B) = 35.0000 sq.m Name and Specification

Unit

Quantity

Unit Cost

sq.m.

1.05

70.00

ocopeat fertilizer)

Sub - Total for F

ngencies & Miscellaneous (OCM)

9% of G 8% of G 5% of (G + H + I) (G + H + I + J)

ALYSIS (DUPA)

Amount

69.42 50.18 77.94

197.54 Amount

195.75 19.75

215.50 413.04 413.04 Amount

105.60 21.25 32.50 80.00

1,643.00 141.56 120.00 4,500.00 5.44

6,649.35 7,062.39 635.62 564.99 413.15 8,676.15

ALYSIS (DUPA)

Amount

69.42 50.18 77.94

197.54 Amount

195.75 19.75

215.50 413.04 413.04 Amount

105.60 21.25 32.50 80.00

1,643.00 96.00 120.00 7,500.00 5.44

9,603.79 10,016.83 901.52 801.35 585.98 12,305.68

ALYSIS (DUPA)

Amount

69.42 50.18 77.94

197.54 Amount

195.75 19.75

215.50 413.04 413.04 Amount

290.40 62.05 94.25 80.00

1,643.00 96.00 120.00 2,750.00 5.44

5,141.14 5,554.18 499.88 444.33 324.92 6,823.32

ALYSIS (DUPA)

Amount

69.42 50.18 77.94

197.54 Amount

195.75 19.75

215.50 413.04 413.04 Amount

290.40 62.05 94.25 80.00

1,643.00 96.00 120.00 5,450.00 5.44

7,841.14 8,254.18 742.88 660.33 482.87 10,140.27

ALYSIS (DUPA)

Amount

69.42 50.18 77.94

197.54 Amount

195.75 19.75

215.50 413.04 413.04 Amount

290.40 62.05 94.25 80.00

1,643.00 96.00 120.00 3,750.00 5.44

6,141.14 6,554.18 589.88 524.33 383.42 8,051.82

ALYSIS (DUPA)

Amount

69.42 50.18 77.94

197.54 Amount

195.75 19.75

215.50 413.04 413.04 Amount

290.40 62.05 94.25 80.00

1,643.00 96.00 120.00 8,200.00 5.44

10,591.14 11,004.18 990.38 880.33 643.74 13,518.64

ALYSIS (DUPA)

Amount

69.42 50.18 77.94

197.54 Amount

39.15 9.88

49.03 246.57 24.66 Amount

450.00 22.50

472.50 497.16 44.74 39.77 29.08 610.76

ALYSIS (DUPA)

Amount

69.42 50.18 77.94

197.54 Amount

39.15 19.75

58.90 256.44 25.64 Amount

450.00 22.50

472.50 498.14 44.83 39.85 29.14 611.97

ALYSIS (DUPA)

Amount

69.42 50.18 77.94

197.54 Amount

39.15 19.75

58.90 256.44 25.64 Amount

475.00 23.75

498.75 524.39 47.20 41.95 30.68 644.22

ALYSIS (DUPA)

Amount

69.42 116.91

186.33 Amount

201.25 195.75 205.00 9.32

611.32 797.65 79.76 Amount

3,465.00 14.40

3,479.40 3,559.16 320.32 284.73 208.21 4,372.43

ALYSIS (DUPA)

Amount

69.42 116.91

186.33 Amount

201.25 195.75 205.00 9.32

611.32 797.65 79.76 Amount

3,465.00 14.40

3,479.40 3,559.16 320.32 284.73 208.21 4,372.43

ALYSIS (DUPA)

Amount

69.42 100.36 77.94

247.72 Amount

123.00 24.77

147.77 395.49 316.39 Amount

514.50

514.50 830.89 74.78 66.47 48.61 1,020.75

ALYSIS (DUPA)

Amount

69.42 100.36 77.94

247.72 Amount

123.00 24.77

147.77 395.49 316.39 Amount

0.00 316.39 28.48 25.31 18.51 388.69

ALYSIS (DUPA)

Amount

69.42 100.36 77.94

247.72 Amount

612.50 24.77

637.27 884.99 25.29 Amount

93.45 2.60

96.05 121.34 10.92 9.71 7.10 149.06

ALYSIS (DUPA)

Amount

69.42 311.76

381.18 Amount

1,225.00 38.12

1,263.12 1,644.30 65.77 Amount

93.45

93.45 159.22 14.33 12.74 9.31 195.60

ALYSIS (DUPA)

Amount

69.42 50.18 77.94

197.54 Amount

1,212.00 1,537.00 1,225.00 19.75

3,993.75 4,191.29 4,191.29 Amount

400.00 78.00 150.00 30.00

11.67

669.67 4,860.96 437.49 388.88 284.37 5,971.69

ALYSIS (DUPA)

Amount

69.42 50.18 77.94

197.54 Amount

1,212.00 1,537.00 1,225.00 19.75

3,993.75 4,191.29 4,191.29 Amount

78.00 150.00 30.00 11.67

269.67 4,460.96 401.49 356.88 260.97 5,480.29

ALYSIS (DUPA)

Amount

69.42 100.36 233.82

403.60 Amount

783.00 93.75 187.50 40.36

1,104.61 1,508.21 60.33 Amount

508.63 21.45 19.20 15.20

1.47 0.38 28.32

594.64 654.96 58.95 52.40 38.32 804.62

ALYSIS (DUPA)

Amount

69.42 100.36 233.82

403.60 Amount

783.00 93.75 187.50 40.36

1,104.61 1,508.21 60.33 Amount

578.50 21.45 21.00 15.20

1.47 0.38 31.90

669.89 730.22 65.72 58.42 42.72 897.08

ALYSIS (DUPA)

Amount

69.42 233.82

303.24 Amount

10.00 15.16

25.16 328.40 16.42 Amount

262.50 13.13

275.63 292.05 26.28 23.36 17.08 358.78

ALYSIS (DUPA)

Amount

69.42 50.18 77.94

197.54 Amount

195.75 19.75

215.50 413.04 413.04 Amount

105.60 21.25 32.50 80.00

1,722.50 240.00 30.00 120.00 7,500.00 5.44 29.57

9,886.86 10,299.91 926.99 823.99 602.54 12,653.43

ALYSIS (DUPA)

Amount

69.42 50.18 77.94

197.54 Amount

195.75 19.75

215.50 413.04 413.04 Amount

105.60 21.25 32.50 80.00

1,828.50 240.00 30.00 120.00 15,000.00 5.44 34.93

17,498.22 17,911.26 1,612.01 1,432.90 1,047.81 22,003.98

ALYSIS (DUPA)

Amount

69.42 311.76

381.18 Amount

612.50 38.12

650.62 1,031.80 20.64 Amount

115.50

115.50 136.14 12.25 10.89 7.96 167.24

ALYSIS (DUPA)

Amount

69.42 311.76

381.18 Amount

612.50 38.12

650.62 1,031.80 20.64 Amount

163.80

163.80 184.44 16.60 14.75 10.79 226.58

ALYSIS (DUPA)

Amount

69.42 77.94

147.36 Amount

14.74

14.74 162.10 10.81 Amount

407.40

407.40 418.21 37.64 33.46 24.47 513.77

ALYSIS (DUPA)

Amount

69.42 311.76

381.18 Amount

38.12

38.12 419.30 27.95 Amount

534.45

534.45 562.40 50.62 44.99 32.90 690.91

ALYSIS (DUPA)

Amount

69.42 77.94

147.36 Amount

952.00 2,450.00

3,402.00 3,549.36 56.79 Amount

47.25

47.25 104.04 9.36 8.32 6.09 127.81

ALYSIS (DUPA)

Amount

69.42 311.76

381.18 Amount

1,225.00 38.12

1,263.12 1,644.30 46.98 Amount

73.50

73.50 120.48 10.84 9.64 7.05 148.01

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

ITEM NO. 103(5)b 103(6) 104(1)a 104(1)b

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

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

ITEM NO. 308(b) 309 310(a.1)

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

500(1)a 500(1)b

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

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

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

ITEM NO. 602(1)b 602(2)a 602(2)b 602(3)a 602(3)b 602(4) 603(1) 603(3)a 603(3)b 603(4) 604(1) 604(2) 604(3) 604(4) 605(1)a 605(1)b 605(2)a 605(2)b 605(2)c 605(2)d 605(3)a 605(3)b 605(3)c 605(3)d 606(1) 606(2)a 606(2)b 607(1) 607(2) 608(1) 608(2) 609 610 611(1) 611(2) 612(1) 612(2) 613 620(a) 620(b) 622(1)a

ITEM NO. 622(1)b 622(2)a 622(2)b 622(3)a 622(3)b PART J SPL 2(a) SPL 2(b) SPL 3(a) SPL 3(b)

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

DESCRIPTION Cribbing/Cofferdamming Pipe Culvert and Drain Excavation Embankment from Borrow Embankment from Roadway Excavation

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

DESCRIPTION Cold Asphalt Plant Mix (Cut-back Asphalt) - 50mm thk. Bituminous Plant Mix (Stockpile Maintenance Mixture) Bituminous Concrete Surface Course, Hot Laid - 30mm thk. (Delivered)

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

DESCRIPTION Removing, Cleaning, and Re-laying Salvaged Culvert Pipe (36" dia.) - 910mm Removing, Cleaning, and Re-laying Salvaged Culvert Pipe (42" dia.) - 1070mm Removing, Cleaning, and Re-laying Salvaged Culvert Pipe (48" dia.) - 1220mm Cleaning Culvert Pipe in place (610mm dia.) - Half Silted Cleaning Culvert Pipe in place (760mm dia.) - Half Silted Cleaning Culvert Pipe in place (910mm dia.) - Half Silted Cleaning Culvert Pipe in place (1070mm dia.) - Half Silted Cleaning Culvert Pipe in place (1220mm dia.) - Half Silted Cleaning Culvert Pipe in place (1520mm dia.) - Half Silted Reconditioning Drainage Structures Riprap, Class A Riprap, Class B Riprap, Class C Riprap, Class D Grouted Riprap, Class A Grouted Riprap, Class B Grouted Riprap, Class C Grouted Riprap, Class D Filter Layer of Granular Material Stone Masonry Rubble Concrete Hand-Laid Rock Embankment Sheet Piles (Timber) Sheet Piles (Steel) - Slope Protection Sheet Piles (Steel) - Cofferdamming Sheet Piles (Concrete), furnished and driven Bed Course Granular Material Concrete Slope Protection Gabions Mattresses Filter Cloth MISCELLANEOUS STRUCTURES Concrete Curb (Cast in place) Concrete Gutter (Cast in place) Concrete Curb and Gutter, Type A (Cast in place) - National Road Concrete Curb (Precast) Concrete Gutter (Precast) Concrete Curb & Gutter (Precast) Sidewalk (100mm thk.) Sidewalk - Using One Bagger Mixer, (100mm thk.) Right-of-Way Monuments (Cast in place)

DESCRIPTION Right-of-Way Monuments (Precast) Maintenance Marker Posts (Cast in place) Maintenance Marker Posts (Precast) Kilometer Post (Cast in Place) Kilometer Post (Precast) Guide Post Cable Wire Guardrail Metal Guardrail (Metal Beam) including Concrete Post Metal Beam End Piece Guardrail (Timber) Fencing (Barbed Wire) Fencing (Chain Link Fence Fabric) Fencing (Posts) Fencing (Gates) - (Height = 3m & length = 4.24m) Danger/Warning Signs (60cm Triangle) Danger/Warning Signs (90cm Triangle) Regulatory Signs (60cm Triangle) Regulatory Signs (90cm Triangle) Regulatory Signs (60cm Octagon) Regulatory Signs (90cm Octagon) Informative Signs (12" x 24") Informative Signs (12" x 48") Informative Signs (18" x 24") Informative Signs (18" x 48") Pavement Markings (Premix Reflectorized) Pavement Markings (Reflectorized Thermoplastic), White Pavement Markings (Reflectorized Thermoplastic), Yellow Reflectorized Pavement Studs (Flush Type) Reflectorized Pavement Studs (Raised Profile Type) Furnishing and Placing Topsoil Placing Topsoil Sprigging Sodding Trees (Furnishing and Transplanting), 150mm dia. or less Trees (Transplanting), 150mm dia. or less Reflectorized Thermoplastic Pavement Markings (White) Reflectorized Thermoplastic Pavement Markings (Yellow) Concrete Joint Sealant (Hot Poured Elastic and Cold-Applied Types) Chevron Signs (450mmx600mm) Chevron Signs (600mmx800mm) Bio-Engineering Solutions (Coco-net), CGN 400

DESCRIPTION Bio-Engineering Solutions (Coco-net), CGN 700 Bio-Engineering Solutions (Coco-logs/Fascine), CGR 200 Bio-Engineering Solutions (Coco-logs/Fascine), CGR 300 Bio-Engineering Solutions (Vegetation), Hydroseeding Bio-Engineering Solutions (Vegetation), Vetiver Grass System SPECIAL ITEMS Crack and Seat - Using Backhoe Crack and Seat - Using Arrow Master Tree Planting - With Tree Guard Tree Planting

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

: : :

SPL 2(a)

Designation

Crack and Seat sq.m. 35.00 No. of Person

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

1 1 2

Sub - Total for A Name and Capacity

No of Units

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

1

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

1

c. Water Truck (1000 gal.)

1

Sub - Total for B C. Total (A + B) D. Output per hour = 35.0000 sq.m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Unit

Sub - Total for F G. H. I. J. K.

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

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

: : :

SPL 2(b)

Designation

Crack and Seat sq.m. 30.00 No. of Person

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

1 1 2

Sub - Total for A Name and Capacity

No of Units

B. Equipment a. Arrow Master D 500

1

(Additional 35% for Oil and Lubricants) b. Vibratory Roller (10 m.t.), SP56 c. Water Truck (1000 gal.)

1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 30.0000 sq.m E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Sub - Total for F G. H. I. J. K.

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

Unit

RICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour No. of Hours

Hourly Rate

Amount A. Labor

1 1 1

No. of Hours

109.19 79.70 61.44

Rental Rate

109.19 79.70 122.88

a. Construction Foreman b. Laborer

311.77

S

Amount

Nam B. Equipment

0.75

2,074.95 1,507.00

2,074.95 1,130.25

0.10

1,065.00

106.50

1.00

3,311.70 3,623.47 103.53 Quantity

Unit Cost

a. Cargo Truck (5 T)

b. Water Truck (1000 gal.)

Minor Tools (10% of Labor

S

C. D. Output per hour = 60.0000 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials

a. Saplings b. Coco Lumber c. Assorted CWN (1 kg./10 d. Fertilizers

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

0.00 103.53 9.32 8.28 14.54 135.66

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

RICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour No. of Hours

Hourly Rate

Amount A. Labor

1 1 1

No. of Hours

109.19 79.70 61.44

Rental Rate

109.19 79.70 122.88

a. Construction Foreman b. Laborer

311.77

S

Amount

Nam B. Equipment

1.00

1,485.84

1,485.84

a. Cargo Truck (5 T)

b. Water Truck (1000 gal.) 0.75 0.10

1,507.00 1,065.00

1,130.25 106.50

Minor Tools (10% of Labor

2,722.59 3,034.36 101.15 Quantity

Unit Cost

S C. D. Output per hour = 60.0000 E. Direct Unit Cost (C ÷ D)

Amount

Name F. Materials a. Saplings b. Fertilizers

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

0.00 101.15 9.10 8.09 14.20 132.54

S G. H. I. J. K.

Direct Unit Cost (E + F) Overhead, Contingencies Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

SPL 3(a)

Designation

Tree Planting pc. 60.00 No. of Person

No. of Hours

Hourly Rate

1 10

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1

0.25

1

0.25

712.00 1,065.00

Unit

Quantity

Unit Cost

pc. bd.ft. kg. kg.

1 8 0.08 0.10

50.00 20.00 68.00 50.00

Sub - Total for A Name and Capacity

1000 gal.)

% of Labor)

Sub - Total for B Total (A + B) = 60.0000 pc Name and Specification

(1 kg./100 bd.ft.)

Sub - Total for F 9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

ngencies & Miscellaneous (OCM)

DETAILED UNIT PRICE ANALYSIS (DUPA) : : :

SPL 3(b)

Designation

Tree Planting pc. 60.00 No. of Person

No. of Hours

Hourly Rate

1 10

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1

0.25

1

0.25

712.00 1,065.00

Sub - Total for A Name and Capacity

1000 gal.)

% of Labor)

Sub - Total for B Total (A + B) = 60.0000 pc Name and Specification

Unit

Quantity

Unit Cost

pc. kg.

1 0.10

50.00 26.00

Sub - Total for F

ngencies & Miscellaneous (OCM)

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

ALYSIS (DUPA)

Amount

109.19 614.40

723.59 Amount

178.00 266.25 72.36

516.61 1,240.20 20.67 Amount

50.00 160.00 5.44 5.00

220.44 241.11 21.70 19.29 33.85 315.95

ALYSIS (DUPA)

Amount

109.19 614.40

723.59 Amount

178.00 266.25 72.36

516.61 1,240.20 20.67 Amount

50.00 2.60

52.60 73.27 6.59 5.86 10.29 96.01