Cost Sheets (Road Construction) DUPA

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

: : :

100(1)

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

2 1 1

1 1 1

1,352.00 1,733.00 2,299.00

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Laborer

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

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

G. H. I. J. K.

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

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

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

: : :

100(2)a

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.50 0.50 0.50

1,537.00 1,352.00 121.50

Unit

Quantity

Unit Cost

m.

20.00

3.50

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

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

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

G. H. I. J. K.

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

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

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

: : :

100(2)b

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.50 0.50 0.50

1,537.00 1,352.00 121.50

Unit

Quantity

Unit Cost

m.

20.00

3.50

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

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

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Rope, 1" dia.

G. H. I. J. K.

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

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

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

: : :

100(3)a

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 1

1,537.00 1,352.00 121.50

Unit

Quantity

Unit Cost

m.

20.00

3.50

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

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

Sub - Total for B C. Total (A + B) D. Output per hour = 0.25 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Rope, 1" dia.

G. H. I. J. K.

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

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

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

: : :

100(3)b

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 1

1,537.00 1,352.00 121.50

Unit

Quantity

Unit Cost

m.

20.00

3.50

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

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

Sub - Total for B C. Total (A + B) D. Output per hour = 0.125 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Rope, 1" dia.

G. H. I. J. K.

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

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

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

: : :

101(1)

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

a. Backhoe (0.80 cu.m.)

1

1

1,537.00

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

1

1

1,352.00

Unit

Quantity

Unit Cost

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

Sub - Total for A Name and Capacity B. Equipment

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

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

101(2)

Removal of Concrete Bridge Structures cu.m. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

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

1

0.50

2,074.95

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

2 1 1 1 1 1

1 1 0.125 0.125 0.25 1

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

Unit

Quantity

Unit Cost

set

0.10

2,500.00

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

Sub - Total for A Name and Capacity B. Equipment

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

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

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

101(2)

Removal of Steel Bridge Structures kg. 1,000.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

a. Service Truck/Cargo Truck

1

1

b. Welding Machine

1

1

712.00 391.00

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

1 1

1 1

1,553.00 45.00

Unit

Quantity

Unit Cost

set kg. m.

0.00025 0.002 0.05

2,500.00 90.00 3.50

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

Sub - Total for A Name and Capacity B. Equipment

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

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

101(2)

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

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

1

0.50

2,074.95

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

1 1

0.50 0.25

1,537.00 1,352.00

Unit

Quantity

Unit Cost

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

Sub - Total for A Name and Capacity B. Equipment

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

Sub - Total for B C. Total (A + B) D. Output per hour = 5.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

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

9% of G 8% of G

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

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

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

: : :

101(2)

Removal of Concrete Drainage Structures cu.m. 2.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

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

1

0.50

b. Backhoe (0.80 cu.m.)

1

0.50

2,074.95 1,537.00

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

1 1

0.125 1

1,352.00 45.00

Unit

Quantity

Unit Cost

set

0.10

2,500.00

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

Sub - Total for A Name and Capacity B. Equipment

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

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

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

101(2)a

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

A. Labor a. Construction Foreman b. Laborer

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

1

1

b. Boom Truck

1

0.50

1,537.00 961.20

Unit

Quantity

Unit Cost

Minor Tools (10 % of Labor)

Note: Exclude Excavation Works

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

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

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

101(2)b

Removal of RCPC (30" dia.) - 760mm l.m. 5.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

A. Labor a. Construction Foreman b. Laborer

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

1

1

b. Boom Truck

1

0.50

1,537.00 961.20

Unit

Quantity

Unit Cost

Minor Tools (10 % of Labor)

Note: Exclude Excavation Works

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

Sub - Total for B C. Total (A + B) D. Output per hour = 5.00 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

101(2)c

Removal of RCPC (36" dia.) - 910mm l.m. 4.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

A. Labor a. Construction Foreman b. Laborer

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

1

1

b. Boom Truck

1

0.50

1,537.00 961.20

Unit

Quantity

Unit Cost

Minor Tools (10 % of Labor)

Note: Exclude Excavation Works

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

Sub - Total for B C. Total (A + B) D. Output per hour = 4.00 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

101(2)d

Removal of RCPC (42" dia.) - 1070mm l.m. 4.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 0.50

1,537.00 961.20

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Laborer

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

Note: Exclude Excavation Works

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

Sub - Total for B C. Total (A + B) D. Output per hour = 4.00 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

101(2)e

Removal of RCPC (48" dia.) - 1220mm l.m. 3.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 0.50

1,537.00 961.20

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Laborer

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

Note: Exclude Excavation Works

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

Sub - Total for B C. Total (A + B) D. Output per hour = 3.00 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

101(2)f

Removal of RCPC (60" dia.) - 1520mm l.m. 2.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 0.50

1,537.00 961.20

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Laborer

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

Note: Exclude Excavation Works

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

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

G. H. I. J. K.

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

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

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

: : :

101(2)g

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.25

1,102.00

Unit

Quantity

Unit Cost

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

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

Note: Exclude Excavation Works

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

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

G. H. I. J. K.

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

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

DETAILED UNIT PRICE ANALYSIS (DUPA) 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

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.50

2,074.95 1,733.00 1,352.00

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Laborer

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

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

G. H. I. J. K.

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

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

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

: : :

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1

1 1 0.50 0.50

2,074.95 1,733.00 1,352.00 167.38

Unit

Quantity

Unit Cost

pc.

0.00015

8,000.00

A. Labor a. Construction Foreman b. Laborer

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

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

G. H. I. J. K.

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

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

DETAILED UNIT PRICE ANALYSIS (DUPA) 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

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.50

2,173.00 1,733.00 1,352.00

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Laborer

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

Sub - Total for B C. Total (A + B) D. Output per hour = 60.00 sq.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J. K.

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

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

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

: : :

101(3)c

Removal of Sidewalk sq.m. 60.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.50 0.50 0.50

2,074.95 1,537.00 1,352.00

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Laborer

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

Sub - Total for B C. Total (A + B) D. Output per hour = 60.00 sq.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J. K.

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

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

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

: : :

101(4)a

Removal of Curb l.m. 50.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.50 0.50 0.50

2,074.95 1,537.00 1,352.00

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Laborer

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

Sub - Total for B C. Total (A + B) D. Output per hour = 50.00 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J. K.

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

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

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

: : :

101(4)b

Removal of Curb & Gutter l.m. 30.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.50 0.50 0.50

2,074.95 1,537.00 1,352.00

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Laborer

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

Sub - Total for B C. Total (A + B) D. Output per hour = 30.00 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J. K.

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

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

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

: : :

102(1)

Roadway Excavation (Unsuitable) cu.m. 20.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

2 1 1

1 1 0.10

1,352.00 1,537.00 1,733.00

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Laborer

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

Sub - Total for B C. Total (A + B) D. Output per hour = 20.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J. K.

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

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

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

: : :

102(2)a

Roadway Excavation (Surplus Common) cu.m. 60.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 2

1 1 0.25 1

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

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Laborer

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

Sub - Total for B C. Total (A + B) D. Output per hour = 60.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J. K.

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

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

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

2,704.00 1,733.00 2,299.00

6,736.00 6,968.07 13.94 Amount

0.00 13.94 1.25 1.11 1.96 18.26

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 79.70 122.88

311.77 Amount

768.50 676.00 60.75 15.59

1,520.84 1,832.61 610.87 Amount

70.00

70.00 680.87 61.28 54.47 95.59 892.21

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 79.70 122.88

311.77 Amount

768.50 676.00 60.75 15.59

1,520.84 1,832.61 1,832.61 Amount

70.00

70.00 1,902.61 171.23 152.21 267.13 2,493.18

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 79.70 122.88

311.77 Amount

1,537.00 1,352.00 121.50 15.59

3,026.09 3,337.86 13,351.43 Amount

70.00

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

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 79.70 122.88

311.77 Amount

1,537.00 1,352.00 121.50 15.59

3,026.09 3,337.86 26,702.87 Amount

70.00

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

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 79.7 122.88

311.77 Amount

1,537.00 1,352.00 31.18

2,920.18 3,231.95 323.19 Amount

0.00 323.19 29.09 25.86 45.38

423.51

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 245.76

514.35 Amount

1,037.48 1,028.62 675.00 169.00 216.63 388.25 45.00

3,559.97 4,074.32 4,074.32 Amount

250.00

250.00 4,324.32 389.19 345.95 607.13

5,666.59

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 245.76

514.35 Amount

712.00 391.00 1,553.00 45.00 51.44

2,752.44 3,266.79 3.27 Amount

0.63 0.18 0.18

0.98 4.25 0.38 0.34 0.60

5.56

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 245.76

514.35 Amount

1,037.48 768.50 338.00

2,143.98 2,658.33 531.67 Amount

0.00 531.67 47.85 42.53

74.65 696.69

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 245.76

514.35 Amount

1,037.48 768.50 169.00 45.00

2,019.98 2,534.33 1,267.16 Amount

250.00

250.00 1,517.16 136.54 121.37 213.01

1,988.09

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

1,537.00 480.60 23.21

2,040.81 2,272.88 378.81 Amount

0.00 378.81 34.09 30.31 53.19

496.40

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

1,537.00 480.60 23.21

2,040.81 2,272.88 454.58 Amount

0.00 454.58 40.91 36.37 63.82

595.68

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

1,537.00 480.60 23.21

2,040.81 2,272.88 568.22 Amount

0.00 568.22 51.14 45.46 79.78

744.59

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

1,537.00 480.60 23.21

2,040.81 2,272.88 568.22 Amount

0.00 568.22 51.14 45.46 79.78

744.59

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

1,537.00 480.60 23.21

2,040.81 2,272.88 757.63 Amount

0.00 757.63 68.19 60.61 106.37

992.79

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

1,537.00 480.60 23.21

2,040.81 2,272.88 1,136.44 Amount

0.00 1,136.44 102.28 90.92 159.56 1,489.19

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

Amount

109.19 79.70 122.88

311.77 Amount

275.50 31.18

306.68 618.45 309.22 Amount

0.00 309.22 27.83 24.74 43.41 405.21

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

2,074.95 1,733.00 676.00 23.21

4,507.16 4,739.23 118.48 Amount

0.00 118.48 10.66 9.48 16.63 155.26

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

Amount

109.19 122.88

232.07 Amount

2,074.95 1,733.00 676.00 83.69 23.21

4,590.85 4,822.92 160.76 Amount

1.20

1.20 161.96 14.58 12.96 22.74 212.24

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

2,173.00 1,733.00 676.00 23.21

4,605.21 4,837.28 80.62 Amount

0.00 80.62 7.26 6.45 11.32 105.65

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

1,037.48 768.50 676.00

2,481.98 2,714.05 45.23 Amount

0.00 45.23 4.07 3.62 6.35 59.27

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

1,037.48 768.50 676.00

2,481.98 2,714.05 54.28 Amount

0.00 54.28 4.89 4.34 7.62 71.13

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

1,037.48 768.50 676.00

2,481.98 2,714.05 90.47 Amount

0.00 90.47 8.14 7.24 12.70 118.55

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 184.32

293.51 Amount

2,704.00 1,537.00 173.30 29.35

4,443.65 4,737.16 236.86 Amount

0.00 236.86 21.32 18.95 33.25 310.38

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

2,299.00 1,733.00 433.25 2,704.00

7,169.25 7,401.32 123.36 Amount

0.00 123.36 11.10 9.87 17.32 161.64

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

: : :

102(2)b

Roadway Excavation (Surplus Common) cu.m. 80.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 3 1

1 1 0.30 1 1

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

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Laborer

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

Sub - Total for B C. Total (A + B) D. Output per hour = 80.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J. K.

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

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

DETAILED UNIT PRICE ANALYSIS (DUPA) 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

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 2 1

1 1 0.25 1 1

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

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Laborer

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

Sub - Total for B C. Total (A + B) D. Output per hour = 56.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J. K.

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

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

DETAILED UNIT PRICE ANALYSIS (DUPA) 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

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 2

1 1 0.20 1

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

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Laborer

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

Sub - Total for B C. Total (A + B) D. Output per hour = 42.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J. K.

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

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

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

: : :

102(3)c

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

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

(Drilling)

(Blasting)

(Disposal)

Name and Capacity

No. of Person

No. of Hours

Hourly Rate

1 2 4 1 1 2 1 2

1 1 1 1 1 1 1 1

109.19 79.70 61.44 109.19 79.70 61.44 109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1 2 1

0.25 0.25 0.05 0.50 1 1

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

Unit

Quantity

Unit Cost

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

0.40 2.00 0.15 0.20 0.30 0.10

280.00 80.00 260.00 75.00 45.00 40.00

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

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

G. H. I. J. K.

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

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

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

: : :

102(3)d

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

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

(Drilling)

(Blasting)

(Disposal)

Name and Capacity

No. of Person

No. of Hours

Hourly Rate

1 1 2 1 1 2 1 1

4 4 4 1.50 1.50 1.50 1 1

109.19 79.70 61.44 109.19 79.70 61.44 109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 2 1 1 1

0.50 0.30 4 4 0.15 0.03

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

Unit

Quantity

Unit Cost

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

3.10 2.30 3.10 1.50 0.50 0.15

280.00 80.00 260.00 75.00 45.00 40.00

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

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

G. H. I. J. K.

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

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

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

: : :

102(4)

Roadway Excavation (Unclassified) cu.m. 50.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

a. Bulldozer (155 Hp), D65A-8

1

1

2,299.00

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

1 1 2

1 0.20 1

1,733.00 1,733.00 1,352.00

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Laborer

Sub - Total for A Name and Capacity B. Equipment

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

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

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

103(1)a

Structure Excavation (Common Soil) cu.m. 20.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

a. Dump Truck (10 cu.m.)

2

1

1,352.00

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

1

1

1,537.00

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Laborer

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output per hour = 20.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

103(1)b

Structure Excavation (Soft Rock) cu.m. 14.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

A. Labor a. Construction Foreman b. Laborer

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

2

1

b. Backhoe (0.80 cu.m.)

1

0.50

1,352.00 1,537.00

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

1

0.50

2,074.95

Unit

Quantity

Unit Cost

Sub - Total for B C. Total (A + B) D. Output per hour = 14.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

103(1)c

Structure Excavation (Solid Rock) cu.m. 4.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

A. Labor a. Construction Foreman b. Laborer

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

1

1

1,352.00

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

1 1

0.50 0.50

1,537.00 2,074.95

Unit

Quantity

Unit Cost

Sub - Total for B C. Total (A + B) D. Output per hour = 4.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

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

9% of G 8% of G

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

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

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

: : :

103(2)a

Bridge Excavation (Common Soil) cu.m. 20.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

b. Backhoe (0.80 cu.m.)

1

1

b. Dump Truck (10 cu.m.)

2

1

1,537.00 1,352.00

Unit

Quantity

Unit Cost

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

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 20.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

103(2)b

Bridge Excavation (Soft Rock) cu.m. 14.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

a. Backhoe (0.80 cu.m.)

1

0.50

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

1

0.50

1,537.00 2,074.95

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

2

1

1,352.00

Unit

Quantity

Unit Cost

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

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output per hour = 14.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

103(2)c

Bridge Excavation (Solid Rock) cu.m. 4.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

a. Backhoe (0.80 cu.m.)

1

0.50

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

1

0.50

1,537.00 2,074.95

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

1

1

1,352.00

Unit

Quantity

Unit Cost

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

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output per hour = 4.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

103(3)

Foundation Fill cu.m. 1.25

Designation

No. of Person

No. of Hours

Hourly Rate

1 4

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

A. Labor a. Construction Foreman b. Laborer

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

1

1

b. Water Truck (1000 gal.)

1

0.01

123.00 1,065.00

Unit

Quantity

Unit Cost

cu.m.

1.15

465.00

Minor Tools (10% of Labor)

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

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

103(4)

Excavation ordered below Plan Elevation cu.m. 20.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

2 1

1 1

1,352.00 1,537.00

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Laborer

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

Sub - Total for B C. Total (A + B) D. Output per hour = 20.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

103(5)a

Shoring l.s. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

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

Sub - Total for A Name and Capacity

No of Units

No. of Hours

Unit

Quantity

kg. cu.m. l.m.

* * *

Hourly Rate

B. Equipment

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

Direct

Unit Cost

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

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

103(5)b

Cribbing/Cofferdamming l.s. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

135 135 135

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1 1

135 135 33.75 33.75 135

1,729.00 1,800.00 391.00 45.45 266.25

Unit

Quantity

Unit Cost

kg. kg.

51,840.00 7,323.77

48.00 48.00

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

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

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

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

G. H. I. J. K.

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

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

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

: : :

103(6)

Pipe Culvert and Drain Excavation cu.m. 20.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

2 1

1 1

1,352.00 1,537.00

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Laborer

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

Sub - Total for B C. Total (A + B) D. Output per hour = 20.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J. K.

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

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

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

: : :

104(1)a

Embankment (from Borrow) cu.m. 50.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.25

2,173.00 1,507.00 1,065.00

Unit

Quantity

Unit Cost

cu.m.

1.25

400.00

A. Labor a. Construction Foreman b. Laborer

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

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

G. H. I. J. K.

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

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

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

: : :

104(1)b

Embankment from Roadway Excavation cu.m. 50.00

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

No. of Person

No. of Hours

Hourly Rate

1 2

0.83 0.83

109.19 61.44

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 2

0.83 0.83 0.83

2,299.00 1,733.00 1,352.00

1 1 1

1 1 0.25

2,173.00 1,507.00 1,065.00

Unit

Quantity

Unit Cost

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

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

G. H. I. J. K.

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

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

DETAILED UNIT PRICE ANALYSIS (DUPA) 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

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.25

2,173.00 1,507.00 1,065.00

Unit

Quantity

Unit Cost

cu.m.

1.25

420.00

A. Labor a. Construction Foreman b. Laborer

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

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

G. H. I. J. K.

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

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

DETAILED UNIT PRICE ANALYSIS (DUPA) 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

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.25

2,173.00 1,507.00 1,065.00

Unit

Quantity

Unit Cost

cu.m.

1.25

420.00

A. Labor a. Construction Foreman b. Laborer

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

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

G. H. I. J. K.

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

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

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

: : :

104(4)

Earth Berm cu.m. 1.25

Designation

No. of Person

No. of Hours

Hourly Rate

1 4

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 0.01

123.00 1,065.00

Unit

Quantity

Unit Cost

cu.m.

1.25

420.00

A. Labor a. Construction Foreman b. Laborer

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

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

G. H. I. J. K.

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

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

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

: : :

105(1)

Subgrade Preparation (Common Material) sq.m. 300.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.25

2,173.00 1,507.00 1,065.00

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Laborer

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

Sub - Total for B C. Total (A + B) D. Output per hour = 300.00 sq.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J. K.

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

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

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

: : :

105(2)

Subgrade Preparation (Existing Pavement) sq.m. 300.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.25

2,173.00 1,507.00 1,065.00

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Laborer

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

Sub - Total for B C. Total (A + B) D. Output per hour = 300.00 sq.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J. K.

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

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

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

: : :

105(3)

Subgrade Preparation (Unsuitable Material) sq.m. 300.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.25

2,173.00 1,507.00 1,065.00

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Laborer

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

Sub - Total for B C. Total (A + B) D. Output per hour = 300.00 sq.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J. K.

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

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

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

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

10,144.90 10,376.97 129.71 Amount

0.00 129.71 11.67 10.38 18.21 169.97

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

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

9,704.00 9,936.07 177.43 Amount

0.00 177.43 15.97 14.19 24.91 232.50

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

2,758.80 1,733.00 346.60 2,704.00

7,542.40 7,774.47 185.11 Amount

0.00 185.11 16.66 14.81 25.99 242.56

DETAILED UNIT PRICE ANALYSIS (DUPA)

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

384.25 433.25 86.65 676.00 1,028.62 358.00

2,966.77 4,024.96 402.50 Amount

112.00 160.00 39.00 15.00 13.50 4.00

343.50 746.00 67.14 59.68 104.74 977.55

DETAILED UNIT PRICE ANALYSIS (DUPA)

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

768.50 405.60 4,114.48 1,432.00 259.95 51.99

7,032.52 8,917.89 1,371.98 Amount

868.00 184.00 806.00 112.50 22.50 6.00

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

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

2,299.00 1,733.00 346.60 2,704.00

7,082.60 7,314.67 146.29 Amount

0.00 146.29 13.17 11.70 20.54

191.70

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 184.32

293.51 Amount

2,704.00 1,537.00 29.35

4,270.35 4,563.86 228.19 Amount

0.00 228.19 20.54 18.26 32.04

299.02

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 184.32

293.51 Amount

2,704.00 768.50 1,037.48 29.35

4,539.33 4,832.84 345.20 Amount

0.00 345.20 31.07 27.62 48.47

452.35

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 184.32

293.51 Amount

1,352.00 768.50 1,037.48 29.35

3,187.33 3,480.84 870.21 Amount

0.00 870.21 78.32 69.62

122.18 1,140.32

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 79.70 122.88

311.77 Amount

1,537.00 2,704.00 31.18

4,272.18 4,583.95 229.20 Amount

0.00 229.20 20.63 18.34 32.18

300.34

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 79.70 122.88

311.77 Amount

768.50 1,037.48 2,704.00 31.18

4,541.15 4,852.92 346.64 Amount

0.00 346.64 31.20 27.73 48.67

454.23

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 79.70 122.88

311.77 Amount

768.50 1,037.48 1,352.00 31.18

3,189.15 3,500.92 875.23 Amount

0.00 875.23 78.77 70.02 122.88

1,146.90

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 245.76

354.95 Amount

123.00 10.65 35.50

169.15 524.10 419.28 Amount

534.75

534.75 954.03 85.86 76.32 133.95

1,250.16

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 184.32

293.51 Amount

2,704.00 1,537.00 29.35

4,270.35 4,563.86 228.19 Amount

0.00 228.19 20.54 18.26 32.04

299.02

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

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

Amount

Direct Cost

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

14,740.65 21,519.00 33,177.60

69,437.25 Amount

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

527,088.94 596,526.19 596,526.19 Amount

2,488,320.00 351,540.96 28,398.61

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

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 184.32

293.51 Amount

2,704.00 1,537.00 29.35

4,270.35 4,563.86 228.19 Amount

0.00 228.19 20.54 18.26 32.04 299.02

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

2,173.00 1,507.00 266.25

3,946.25 4,178.32 83.57 Amount

500.00

500.00 583.57 52.52 46.69 81.93 764.71

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

90.63 101.99

109.19 122.88 424.69 Amount

1,908.17 1,438.39 2,244.32

2,173.00 1,507.00 266.25

9,537.13 9,961.82 199.24 Amount

0.00 199.24 17.93 15.94 27.97 261.08

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

2,173.00 1,507.00 266.25

3,946.25 4,178.32 83.57 Amount

525.00

525.00 608.57 54.77 48.69 85.44 797.47

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

2,173.00 1,507.00 266.25

3,946.25 4,178.32 83.57 Amount

525.00

525.00 608.57 54.77 48.69 85.44 797.47

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 245.76

354.95 Amount

123.00 10.65 35.50

169.15 524.10 419.28 Amount

525.00

525.00 944.28 84.98 75.54 132.58 1,237.38

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

2,173.00 1,507.00 266.25

3,946.25 4,178.32 13.93 Amount

0.00 13.93 1.25 1.11 1.96 18.25

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

2,173.00 1,507.00 266.25

3,946.25 4,178.32 13.93 Amount

0.00 13.93 1.25 1.11 1.96 18.25

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

2,173.00 1,507.00 266.25

3,946.25 4,178.32 13.93 Amount

0.00 13.93 1.25 1.11 1.96 18.25

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

: : :

200

Aggregate Subbase Course cu.m 50.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.25

2,173.00 1,507.00 1,065.00

Unit

Quantity

Unit Cost

cu.m.

1.15

580.00

A. Labor a. Construction Foreman b. Laborers

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

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

G. H. I. J. K.

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

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

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

: : :

200(1)

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

a. Motorized Road Grader, G710A

1

1

2,173.00

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

1 1 1

1 0.25 0.25

1,507.00 123.00 1,065.00

Unit

Quantity

Unit Cost

cu.m.

1.15

580.00

A. Labor a. Construction Foreman b. Laborers

Sub - Total for A Name and Capacity B. Equipment

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

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

201

Aggregate Base Course cu.m 50.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

a. Motorized Road Grader, G710A

1

1

2,173.00

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

1 1

1 0.25

1,507.00 1,065.00

Unit

Quantity

Unit Cost

cu.m.

1.15

650.00

A. Labor a. Construction Foreman b. Laborers

Sub - Total for A Name and Capacity B. Equipment

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

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

201(1)

Aggregate Base Course (for Reblocking) cu.m 40.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1

1 1 0.25 0.25

2,173.00 1,507.00 123.00 1,065.00

Unit

Quantity

Unit Cost

cu.m.

1.15

650.00

A. Labor a. Construction Foreman b. Laborers

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

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

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

202

Crushed Aggregate Base Course cu.m 50.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.25

2,173.00 1,507.00 1,065.00

Unit

Quantity

Unit Cost

cu.m.

1.15

700.00

A. Labor a. Construction Foreman b. Laborers

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

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

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

2,173.00 1,507.00 266.25

3,946.25 4,178.32 83.57 Amount

667.00

667.00 750.57 67.55 60.05 105.38 983.54

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

2,173.00 1,507.00 30.75 266.25

3,977.00 4,209.07 105.23 Amount

667.00

667.00 772.23 69.50 61.78 108.42

1,011.93

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

2,173.00 1,507.00 266.25

3,946.25 4,178.32 83.57 Amount

747.50

747.50 831.07 74.80 66.49 116.68

1,089.03

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

2,173.00 1,507.00 30.75 266.25

3,977.00 4,209.07 105.23 Amount

747.50

747.50 852.73 76.75 68.22 119.72

1,117.41

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 122.88

232.07 Amount

2,173.00 1,507.00 266.25

3,946.25 4,178.32 83.57 Amount

805.00

805.00 888.57 79.97 71.09 124.75

1,164.38

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

: : :

203

Lime Stabilized Road Mix Base Course cu.m. 15.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 10

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.25

2,173.00 1,507.00 1,065.00

Unit

Quantity

Unit Cost

bag cu.m.

2.80 1.15

180.00 650.00

A. Labor a. Construction Foreman b. Laborer

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

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

G. H. I. J. K.

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

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

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

: : :

204

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 10

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

a. Motorized Road Grader (140 Hp)

1

1

2,173.00

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

1 1

1 0.25

1,507.00 1,065.00

Unit

Quantity

Unit Cost

bag cu.m.

3 1.15

220.00 650.00

A. Labor a. Construction Foreman b. Laborer

Sub - Total for A Name and Capacity B. Equipment

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

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

205

Asphalt Stabilized Road Mix Base Course cu.m. 15.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 10

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

a. Motorized Road Grader (140 Hp)

1

1

2,173.00

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

1 1 1

1 0.25 1

1,507.00 1,065.00 936.00

Unit

Quantity

Unit Cost

m.t. cu.m.

0.07 1.15

44,000.00 650.00

A. Labor a. Construction Foreman b. Laborer

Sub - Total for A Name and Capacity B. Equipment

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

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

206

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 3 1 1 1 1 1

0.50 0.50 0.50 0.50 0.50 0.25 0.10

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

Unit

Quantity

Unit Cost

bag cu.m. m.t.

3 1.15 0.0075

220.00 650.00 40,300.00

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

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

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

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 614.40

723.59 Amount

2,173.00 1,507.00 266.25

3,946.25 4,669.84 311.32 Amount

504.00 747.50

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

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 614.40

723.59 Amount

2,173.00 1,507.00 266.25

3,946.25 4,669.84 311.32 Amount

660.00 747.50

1,407.50 1,718.82 154.69 137.51 241.32

2,252.35

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 614.40

723.59 Amount

2,173.00 1,507.00 266.25 936.00

4,882.25 5,605.84 373.72 Amount

3,080.00 747.50

3,827.50 4,201.22 378.11 336.10 589.85

5,505.28

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 245.76

514.35 Amount

604.02 2,028.00 1,086.50 753.50 866.50 266.25 93.60

5,698.37 6,212.72 414.18 Amount

660.00 747.50 302.25

1,709.75 2,123.93 191.15 169.91 298.20

2,783.20

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

: : :

300(1)

Gravel Surface Course (Uncrushed) cu.m 50.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

a. Motorized Road Grader, G710A

1

1

2,173.00

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

1 1

1 0.25

1,507.00 1,065.00

Unit

Quantity

Unit Cost

cu.m.

1.15

700.00

A. Labor a. Construction Foreman b. Laborer

Sub - Total for A Name and Capacity B. Equipment

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

G. H. I. J.

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

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

1762

K. Total Unit Cost

(G + H + I + J)

5485

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

: : :

300(2)

Crushed Aggregate Surface Course cu.m 50.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

a. Motorized Road Grader, G710A

1

1

2,173.00

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

1 1

1 0.25

1,507.00 1,065.00

Name and Specification

Unit

Quantity

Unit Cost

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

cu.m.

1.15

750.00

A. Labor a. Construction Foreman b. Laborer

Sub - Total for A Name and Capacity B. Equipment

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

F. Materials

G. H. I. J.

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

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

1782

K. Total Unit Cost

(G + H + I + J)

5485

DETAILED UNIT PRICE ANALYSIS (DUPA) 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

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

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

1

1

936.00

b. Power Broom (20 m. wide)

1

1

130.54

Unit

Quantity

Unit Cost

m.t.

1.05

40,300.00

A. Labor a. Construction Foreman b. Laborer

Sub - Total for A Name and Capacity B. Equipment

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

G. H. I. J.

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

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

1802

K. Total Unit Cost

(G + H + I + J)

5485

DETAILED UNIT PRICE ANALYSIS (DUPA) 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

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

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

1

1

936.00

b. Power Broom (20 m. wide)

1

1

130.54

Unit

Quantity

Unit Cost

m.t.

1.05

41,575.00

A. Labor a. Construction Foreman b. Laborer

Sub - Total for A Name and Capacity B. Equipment

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

G. H. I. J.

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

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

1822

K. Total Unit Cost

(G + H + I + J)

5485

DETAILED UNIT PRICE ANALYSIS (DUPA) 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

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

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

1

1

936.00

b. Power Broom (20 m. wide)

1

1

130.54

Unit

Quantity

Unit Cost

m.t.

1.05

41,575.00

A. Labor a. Construction Foreman b. Laborer

Sub - Total for A Name and Capacity B. Equipment

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

G. H. I. J.

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

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

1842

K. Total Unit Cost

(G + H + I + J)

5485

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

: : :

302(2)

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 1

936.00 130.54

Unit

Quantity

Unit Cost

m.t.

1.05

44,000.00

A. Labor a. Construction Foreman b. Laborer

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

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

G. H. I. J. K.

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

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

1862

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

: : :

303(1)

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 20

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 0.25

1,652.00 1,065.00

Unit

Quantity

Unit Cost

m.t.

1.15

406.25

A. Labor a. Construction Foreman b. Laborer

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

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

G. H. I. J. K.

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

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

5485

DETAILED UNIT PRICE ANALYSIS (DUPA) 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

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 1

936.00 130.54

Unit

Quantity

Unit Cost

m.t.

1.05

40,300.00

A. Labor a. Construction Foreman b. Laborer

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

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

G. H. I. J. K.

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

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

1882

DETAILED UNIT PRICE ANALYSIS (DUPA) 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

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 1

936.00 130.54

Unit

Quantity

Unit Cost

m.t.

1.05

41,575.00

A. Labor a. Construction Foreman b. Laborer

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

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

G. H. I. J. K.

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

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

5485

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

: : :

303(4)

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 1

936.00 130.54

Unit

Quantity

Unit Cost

m.t.

1.05

50,775.00

A. Labor a. Construction Foreman b. Laborer

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

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

G. H. I. J. K.

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

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

1902

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

: : :

304(1)

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 20

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 0.25

1,507.00 1,065.00

Unit

Quantity

Unit Cost

m.t.

1.15

406.25

A. Labor a. Construction Foreman b. Laborer

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

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

G. H. I. J. K.

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

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

5485

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

: : :

304(2)

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 1

936.00 130.54

Unit

Quantity

Unit Cost

m.t.

1.05

50,775.00

A. Labor a. Construction Foreman b. Laborer

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

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

G. H. I. J. K.

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

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

1922

DETAILED UNIT PRICE ANALYSIS (DUPA) 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

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 1

936.00 130.54

Unit

Quantity

Unit Cost

m.t.

1.05

40,300.00

A. Labor a. Construction Foreman b. Laborer

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

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

G. H. I. J. K.

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

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

5485

DETAILED UNIT PRICE ANALYSIS (DUPA) 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

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 1

936.00 130.54

Unit

Quantity

Unit Cost

m.t.

1.05

41,575.00

A. Labor a. Construction Foreman b. Laborer

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

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

G. H. I. J. K.

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

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

1942

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

: : :

304(5)

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 1

936.00 130.54

Unit

Quantity

Unit Cost

m.t.

1.05

44,000.00

A. Labor a. Construction Foreman b. Laborer

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

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

G. H. I. J. K.

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

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

5485

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

: : :

305(1)

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 20

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 0.25

1,507.00 1,065.00

Unit

Quantity

Unit Cost

m.t.

1.15

406.25

A. Labor a. Construction Foreman b. Laborer

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

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

G. H. I. J. K.

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

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

1962

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

: : :

305(2)

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 1

936.00 130.54

Unit

Quantity

Unit Cost

m.t.

1.05

50,775.00

A. Labor a. Construction Foreman b. Laborer

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

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

G. H. I. J. K.

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

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

5485

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

: : :

305(3)

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 1

936.00 130.54

Unit

Quantity

Unit Cost

m.t.

1.05

41,575.00

A. Labor a. Construction Foreman b. Laborer

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

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

G. H. I. J. K.

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

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

1982

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

: : :

305(4)

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 3

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 1

936.00 130.54

Unit

Quantity

Unit Cost

m.t.

1.05

44,000.00

A. Labor a. Construction Foreman b. Laborer

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

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

G. H. I. J. K.

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

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

5485

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

: : :

306(a)

Bituminous Road Mix Surface Course m.t. 12.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 3

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1 1

1 1 1 1 0.25

2,933.55 1,652.00 553.00 936.00 1,065.00

Unit

Quantity

Unit Cost

m.t. m.t. bag

1.15 0.07 0.30

406.25 40,300.00 180.00

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

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

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

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

G. H. I. J. K.

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

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

2002

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

: : :

306(b)

Bituminous Road Mix Surface Course m.t. 12.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 3

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1 1

1 1 1 1 0.25

2,933.55 1,652.00 553.00 936.00 1,065.00

Unit

Quantity

Unit Cost

m.t. m.t. bag

1.15 0.10 0.30

406.25 44,000.00 180.00

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

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

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

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

G. H. I. J. K.

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

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

5485

DETAILED UNIT PRICE ANALYSIS (DUPA) 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

No. of Hours

Hourly Rate

1 1 3

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1

1 1 1 0.25

2,933.55 1,652.00 553.00 1,065.00

Unit

Quantity

Unit Cost

m.t.

1.15

406.25

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

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

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

G. H. I. J. K.

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

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

2022

SIS (DUPA)

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

: : :

306(2)

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

Designation

No. of Person

No. of Hours

1 1 3

1 1 1

No of Units

No. of Hours

1

1.00

Unit

Quantity

m.t.

1.05

A. Labor 109.19 122.88

a. Construction Foreman b. Skilled Laborer c. Laborer

232.07

Sub - Total for A

Amount

Name and Capacity B. Equipment

2,173.00

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

1,507.00 266.25

3,946.25 4,178.32 83.57

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

Amount

Name and Specification F. Materials

805.00

805.00 888.57 79.97 71.09 124.75

a. MC Cut-back Asphalt

G. H. I. J.

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

5485

9% 8% 12%

1,164.38

K. Total Unit Cost

2042

SIS (DUPA)

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

: : :

307

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

Designation

No. of Person

No. of Hours

1 6 12

1 1 1

No of Units

No. of Hours

A. Labor 109.19 122.88

a. Construction Foreman b. Skilled Laborer c. Laborer

232.07

Sub - Total for A

Amount

Name and Capacity B. Equipment

2,173.00

a. Asphalt Paver (80 Hp), NF220BIIVDM

1

1

1,507.00 266.25

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

1 1 2 1 1 1

1 1 1 1 1 1

Unit

Quantity

m.t cu.m. bag

0.00981 0.0488 0.13

3,946.25 4,178.32 83.57

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

Amount

Name and Specification F. Materials

862.50

862.50 946.07 85.15 75.69 132.83

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

G. H. I. J.

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

5485

9% 8% 12%

1,239.73

K. Total Unit Cost

2062

SIS (DUPA)

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

: : :

308(a)

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

Designation

No. of Person

No. of Hours

1 6 12

1 1 1

No of Units

No. of Hours

A. Labor 109.19 184.32

a. Construction Foreman b. Skilled Laborer c. Laborer

293.51

Sub - Total for A

Amount

Name and Capacity B. Equipment

936.00

a. Asphalt Paver (80 Hp), NF220BIIVDM

1

1

130.54

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

1 1 2 1 1 1

1 1 1 1 1 1

Unit

Quantity

m.t cu.m. bag

0.01226 0.0488 0.13

1,066.54 1,360.05 4,533.50

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

Amount

Name and Specification F. Materials

42,315.00

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

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

G. H. I. J.

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

5485

9% 8% 12%

61,390.27

K. Total Unit Cost

2082

SIS (DUPA)

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

: : :

308(b)

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

Designation

No. of Person

No. of Hours

1 6 12

1 1 1

No of Units

No. of Hours

A. Labor 109.19 184.32

a. Construction Foreman b. Skilled Laborer c. Laborer

293.51

Sub - Total for A

Amount

Name and Capacity B. Equipment

936.00

a. Asphalt Paver (80 Hp), NF220BIIVDM

1

1

130.54

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

1 1 2 1 1 1

1 1 1 1 1 1

Unit

Quantity

m.t cu.m. bag

0.00858 0.0488 0.13

1,066.54 1,360.05 4,533.50

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

Amount

Name and Specification F. Materials

43,653.75

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

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

G. H. I. J.

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

5485

9% 8% 12%

63,144.57

K. Total Unit Cost

2102

SIS (DUPA)

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

: : :

309

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

Designation

No. of Person

No. of Hours

1 6 12

1 1 1

No of Units

No. of Hours

A. Labor 109.19 184.32

a. Construction Foreman b. Skilled Laborer c. Laborer

293.51

Sub - Total for A

Amount

Name and Capacity B. Equipment

936.00

a. Dump Truck (10 cu.m.)

2

1

130.54

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

1 1 1

1 1 1

Unit

Quantity

m.t cu.m. bag

0.00981 0.0488 0.13

1,066.54 1,360.05 4,533.50

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

Amount

Name and Specification F. Materials

43,653.75

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

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

G. H. I. J.

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

5485

9% 8% 12%

63,144.57

K. Total Unit Cost

2122

SIS (DUPA)

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

: : :

310(a.1)

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

Designation

No. of Person

No. of Hours

1 4 8

1 1 1

No of Units

No. of Hours

1 1 1 1

1 1 1 1

Unit

Quantity

m.t.

0.074

A. Labor 109.19 184.32

a. Construction Foreman b. Skilled Laborer c. Laborer

293.51

Sub - Total for A

Amount

Name and Capacity B. Equipment

936.00 130.54

1,066.54 1,360.05 4,533.50

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

Sub - Total for B C. Total (A + B) D. Output per hour = 285.51 sq.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

46,200.00

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

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

G. H. I. J. K.

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

5485

9% 8% 12%

SIS (DUPA)

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

: : :

310(a.2)

Bituminous Concrete Surface Course (40mm thk.) sq.m. 214.13

Designation

No. of Person

No. of Hours

1 4 8

1 1 1

No of Units

No. of Hours

1 1 1 1

1 1 1 1

Unit

Quantity

m.t.

0.098

A. Labor 109.19 1,228.80

a. Construction Foreman b. Skilled Laborer c. Laborer

1,337.99

Sub - Total for A

Amount

Name and Capacity B. Equipment

1,652.00 266.25

1,918.25 3,256.24 203.52

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

Sub - Total for B C. Total (A + B) D. Output per hour = 214.13 sq.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

467.19

467.19 670.70 60.36 53.66 94.17 878.89

a. Bituminous Concrete Surface Course thickness = 40mm (w/ 5% wastage)

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

2142

9% 8% 12%

SIS (DUPA)

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

: : :

310(a.3)

Bituminous Concrete Surface Course (50mm thk.) sq.m. 171.30

Designation

No. of Person

No. of Hours

1 4 8

1 1 1

No of Units

No. of Hours

1 1 1 1

1 1 1 1

Unit

Quantity

m.t.

0.123

A. Labor 109.19 184.32

a. Construction Foreman b. Skilled Laborer c. Laborer

293.51

Sub - Total for A

Amount

Name and Capacity B. Equipment

936.00 130.54

1,066.54 1,360.05 4,533.50

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

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

Amount

Name and Specification F. Materials

42,315.00

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

a. Bituminous Concrete Surface Course thickness = 50mm (w/ 5% wastage)

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

5485

9% 8% 12%

SIS (DUPA)

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

: : :

310(b.1)

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

Designation

No. of Person

No. of Hours

1 6 12

1 1 1

No of Units

No. of Hours

1 1 1 2 1 1 1

1 1 1 1 1 1 1

Unit

Quantity

m.t cu.m. bag

0.00588 0.0293 0.078

A. Labor 109.19 184.32

a. Construction Foreman b. Skilled Laborer c. Laborer

293.51

Sub - Total for A

Amount

Name and Capacity B. Equipment

936.00 130.54

1,066.54 1,360.05 4,533.50

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

Sub - Total for B C. Total (A + B) D. Output per hour = 285.51 sq.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

43,653.75

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

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

G. H. I. J. K.

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

2162

9% 8% 12%

SIS (DUPA)

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

: : :

310(b.2)

Bituminous Concrete Surface Course (40mm thk.) sq.m. 214.13

Designation

No. of Person

No. of Hours

1 6 12

1 1 1

No of Units

No. of Hours

1 1 1 2 1 1 1

1 1 1 1 1 1 1

Unit

Quantity

m.t cu.m. bag

0.00785 0.0391 0.104

A. Labor 109.19 184.32

a. Construction Foreman b. Skilled Laborer c. Laborer

293.51

Sub - Total for A

Amount

Name and Capacity B. Equipment

936.00 130.54

1,066.54 1,360.05 4,533.50

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

Sub - Total for B C. Total (A + B) D. Output per hour = 214.13 sq.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

53,313.75

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

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

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

5485

9% 8% 12%

SIS (DUPA)

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

: : :

310(b.3)

Bituminous Concrete Surface Course (50mm thk.) sq.m. 171.30

Designation

No. of Person

No. of Hours

1 6 12

1 1 1

No of Units

No. of Hours

1 1 1 2 1 1 1

1 1 1 1 1 1 1

Unit

Quantity

m.t cu.m. bag

0.00981 0.0488 0.13

A. Labor 109.19 1,228.80

a. Construction Foreman b. Skilled Laborer c. Laborer

1,337.99

Sub - Total for A

Amount

Name and Capacity B. Equipment

1,507.00 266.25

1,773.25 3,111.24 194.45

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

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

Amount

Name and Specification F. Materials

467.19

467.19 661.64 59.55 52.93 92.89 867.01

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

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

2182

9% 8% 12%

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA)

ement Penetration Grade 120-150)

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

: : :

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

Designation

No. of Person

No. of Hours

1 4 12

1 1 1

No of Units

No. of Hours

4 2 1 1 1 1 1 1

1 1 1 1 1 1 1 0.10

Unit

Quantity

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

0.33 0.29 0.12 0.46 0.0825 0.15 1.43 0.00015 0.0078 0.0015

A. Labor 109.19 184.32

a. Construction Foreman b. Skilled Laborer c. Laborer

293.51

Sub - Total for A

Amount

Name and Capacity B. Equipment

936.00 130.54

1,066.54 1,360.05 4,533.50

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

Sub - Total for B C. Total (A + B) D. Output per hour = 107.33 sq.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

53,313.75

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

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

G. H. I. J. K.

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

5485

9% 8% 12%

SIS (DUPA)

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

: : :

311(1)a.2 PCC Pavement (Plain) - Conventional Method, 200mm thk. sq.m. 80.50

Designation

No. of Person

No. of Hours

1 4 12

1 1 1

No of Units

No. of Hours

4 2 1 1 1 1 1 1

1 1 1 1 1 1 1 0.10

Unit

Quantity

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

0.39 0.29 0.12 0.46 0.11 0.20 1.90 0.00015 0.0086 0.0056

A. Labor 109.19 184.32

a. Construction Foreman b. Skilled Laborer c. Laborer

293.51

Sub - Total for A

Amount

Name and Capacity B. Equipment

936.00 130.54

1,066.54 1,360.05 4,533.50

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

Sub - Total for B C. Total (A + B) D. Output per hour = 80.50 sq.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

42,315.00

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

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

G. H. I. J. K.

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

2202

9% 8% 12%

SIS (DUPA)

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

: : :

311(1)a.3 PCC Pavement (Plain) - Conventional Method, 230mm thk. sq.m. 70.00

Designation

No. of Person

No. of Hours

1 4 12

1 1 1

No of Units

No. of Hours

4 2 1 1 1 1 1 1

1 1 1 1 1 1 1 0.10

Unit

Quantity

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

0.43 0.29 0.12 0.46 0.1265 0.23 2.19 0.00015 0.0071 0.0087

A. Labor 109.19 184.32

a. Construction Foreman b. Skilled Laborer c. Laborer

293.51

Sub - Total for A

Amount

Name and Capacity B. Equipment

936.00 130.54

1,066.54 1,360.05 4,533.50

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

Sub - Total for B C. Total (A + B) D. Output per hour = 70.00 sq.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

43,653.75

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

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

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

5485

9% 8% 12%

SIS (DUPA)

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

: : :

311(1)a.4 PCC Pavement (Plain) - Conventional Method, 250mm thk. sq.m. 64.40

Designation

No. of Person

No. of Hours

1 4 12

1 1 1

No of Units

No. of Hours

4 2 1 1 1 1 1 1

1 1 1 1 1 1 1 0.10

Unit

Quantity

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

0.45 0.29 0.15 0.46 0.1375 0.25 2.38 0.00015 0.0078 0.0095

A. Labor 109.19 184.32

a. Construction Foreman b. Skilled Laborer c. Laborer

293.51

Sub - Total for A

Amount

Name and Capacity B. Equipment

936.00 130.54

1,066.54 1,360.05 4,533.50

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

Sub - Total for B C. Total (A + B) D. Output per hour = 64.40 sq.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

46,200.00

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

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

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

2222

9% 8% 12%

SIS (DUPA)

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

: : :

311(1)a.5 PCC Pavement (Plain) - Conventional Method, 280mm thk. sq.m. 57.50

Designation

No. of Person

No. of Hours

1 4 12

1 1 1

No of Units

No. of Hours

4 2 1 1 1 1 1 1

1 1 1 1 1 1 1 0.10

Unit

Quantity

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

0.50 0.29 0.17 0.46 0.154 0.28 2.66 0.00015 0.0078 0.0078

A. Labor 109.19 1,228.80

a. Construction Foreman b. Skilled Laborer c. Laborer

1,337.99

Sub - Total for A

Amount

Name and Capacity B. Equipment

1,507.00 266.25

1,773.25 3,111.24 194.45

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

Sub - Total for B C. Total (A + B) D. Output per hour = 57.50 sq.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

467.19

467.19 661.64 59.55 52.93 92.89 867.01

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

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

5485

9% 8% 12%

SIS (DUPA)

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

: : :

311(1)a.6 PCC Pavement (Plain) - Conventional Method, 300mm thk. sq.m. 53.67

Designation

No. of Person

No. of Hours

1 4 12

1 1 1

No of Units

No. of Hours

4 2 1 1 1 1 1 1

1 1 1 1 1 1 1 0.10

Unit

Quantity

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

0.55 0.29 0.18 0.46 0.165 0.30 2.85 0.00015 0.0094 0.0094

A. Labor 109.19 184.32

a. Construction Foreman b. Skilled Laborer c. Laborer

293.51

Sub - Total for A

Amount

Name and Capacity B. Equipment

936.00 130.54

1,066.54 1,360.05 4,533.50

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

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

53,313.75

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

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

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

2242

9% 8% 12%

SIS (DUPA)

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

: : :

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

Designation

No. of Person

No. of Hours

1 4 10

1 1 1

No of Units

No. of Hours

1 1 4 1 1 1 1 1

1 1 1 1 1 1 0.10 0.10

Unit

Quantity

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

0.43 0.29 0.12 0.1265 0.23 2.19 0.00015 0.0071 0.0087

A. Labor 109.19 184.32

a. Construction Foreman b. Skilled Laborer c. Laborer

293.51

Sub - Total for A

Amount

Name and Capacity B. Equipment

936.00 130.54

1,066.54 1,360.05 4,533.50

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

Sub - Total for B C. Total (A + B) D. Output per hour = 90.00 sq.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

43,653.75

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

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

G. H. I. J. K.

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

5485

9% 8% 12%

SIS (DUPA)

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

: : :

311(1)b.2 PCC Pavement (Plain) - Using Concrete Paver, 250mm thk. sq.m. 82.80

Designation

No. of Person

No. of Hours

1 4 10

1 1 1

No of Units

No. of Hours

1 1 4 1 1 1 1 1

1 1 1 1 1 1 0.10 0.10

Unit

Quantity

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

0.45 0.29 0.15 0.1375 0.25 2.38 0.00015 0.0078 0.0095

A. Labor 109.19 184.32

a. Construction Foreman b. Skilled Laborer c. Laborer

293.51

Sub - Total for A

Amount

Name and Capacity B. Equipment

936.00 130.54

1,066.54 1,360.05 4,533.50

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

Sub - Total for B C. Total (A + B) D. Output per hour = 82.80 sq.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

46,200.00

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

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

G. H. I. J. K.

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

2262

9% 8% 12%

SIS (DUPA)

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

: : :

311(1)b.3 PCC Pavement (Plain) - Using Concrete Paver, 280mm thk. sq.m. 73.93

Designation

No. of Person

No. of Hours

1 4 10

1 1 1

No of Units

No. of Hours

1 1 4 1 1 1 1 1

1 1 1 1 1 1 0.10 0.10

Unit

Quantity

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

0.50 0.29 0.17 0.154 0.28 2.66 0.00015 0.0078 0.0078

A. Labor 109.19 79.70 184.32

a. Construction Foreman b. Skilled Laborer c. Laborer

373.21

Sub - Total for A

Amount

Name and Capacity B. Equipment

2,933.55 1,652.00 553.00 936.00 266.25 37.32

6,378.12 6,751.33 562.61

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

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

467.19 2,821.00 54.00

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

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

G. H. I. J. K.

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

5485

9% 8% 12%

SIS (DUPA)

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

: : :

311(1)b.4 PCC Pavement (Plain) - Using Concrete Paver, 300mm thk. sq.m. 69.00

Designation

No. of Person

No. of Hours

1 4 10

1 1 1

No of Units

No. of Hours

1 1 4 1 1 1 1 1

1 1 1 1 1 1 0.10 0.10

Unit

Quantity

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

0.55 0.29 0.18 0.165 0.30 2.85 0.00015 0.0094 0.0094

A. Labor 109.19 79.70 184.32

a. Construction Foreman b. Skilled Laborer c. Laborer

373.21

Sub - Total for A

Amount

Name and Capacity B. Equipment

2,933.55 1,652.00 553.00 936.00 266.25 37.32

6,378.12 6,751.33 562.61

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

Sub - Total for B C. Total (A + B) D. Output per hour = 69.00 sq.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

467.19 4,400.00 54.00

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

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

G. H. I. J. K.

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

2282

9% 8% 12%

SIS (DUPA)

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

: : :

311(1)c

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

Designation

No. of Person

No. of Hours

1 8 16

1 1 1

No of Units

No. of Hours

1 1 2 1 1

1 0.05 1 0.05 0.10

Unit

Quantity

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

0.33 0.29 0.12 0.46 0.0825 0.15 1.43 0.00015 0.0078 0.0015

A. Labor 109.19 79.70 184.32

a. Construction Foreman b. Skilled Laborer c. Laborer

373.21

Sub - Total for A

Amount

Name and Capacity B. Equipment

2,933.55 1,652.00 553.00 266.25 37.32

5,442.12 5,815.33 484.61

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

Sub - Total for B C. Total (A + B) D. Output per hour = 12.00 sq.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

467.19

467.19 951.80 85.66 76.14 133.63 1,247.24

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

G. H. I. J. K.

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

5485

9% 8% 12%

IT PRICE ANALYSIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA

r Bituminous Road Mix Surface Course

Hourly Rate

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

: : :

311(2)

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

Designation

No. of Person

A. Labor 109.19 79.70 61.44

Hourly Rate

109.19 79.70 184.32

a. Construction Foreman b. Skilled Laborer c. Laborer

373.21

Sub - Total for A

Amount

Name and Capacity

1 4 12

No of Units

B. Equipment 936.00

936.00

936.00 1,309.21 1,309.21 Unit Cost

a. Batching Plant (30 cu.m.)

1

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

1 3 1 1 2 1 1

Sub - Total for B C. Total (A + B) D. Output per hour = 6.00 sq.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification

Unit

F. Materials 40,300.00

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

42,315.00

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

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

G. H. I. J.

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

2302

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

(G + H + I + J)

57,165.16

K. Total Unit Cost

5485

IT PRICE ANALYSIS (DUPA)

Surface Course-General (50mm thk.)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 478.20 737.28

1,324.67 Hourly Rate

Amount

1,833.00

1,833.00

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

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

10,887.20 12,211.87 71.29 Unit Cost

Amount

44,000.00 650.00 240.56

431.64 31.72 31.27

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

494.63 565.92 50.93 45.27 79.46

2322

(G + H + I + J)

741.58

5485

IT PRICE ANALYSIS (DUPA)

x (50mm thk.)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 478.20 737.28

1,324.67 Hourly Rate

Amount

1,833.00

1,833.00

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

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

10,887.20 12,211.87 71.29 Unit Cost

Amount

44,000.00 650.00 240.56

539.44 31.72 31.27

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

602.43 673.72 60.63 53.90 94.59

2342

(G + H + I + J)

882.85

5485

IT PRICE ANALYSIS (DUPA)

x (50mm thk.)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 478.20 737.28

1,324.67 Hourly Rate

Amount

1,833.00

1,833.00

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

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

10,887.20 12,211.87 71.29 Unit Cost

Amount

40,300.00 650.00 240.56

345.77 31.72 31.27

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

408.77 480.06 43.21 38.40 67.40

2362

(G + H + I + J)

629.07

5485

IT PRICE ANALYSIS (DUPA)

Stockpile Maintenance Mixture)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 478.20 737.28

1,324.67 Hourly Rate

Amount

1,352.00

2,704.00

1,214.73 1,065.00 1,733.00

1,214.73 1,065.00 1,733.00 132.47

6,849.20 8,173.87 47.72 Unit Cost

Amount

40,300.00 650.00 240.56

395.34 31.72 31.27

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

458.34 506.05 45.54 40.48 71.05

2382

(G + H + I + J)

663.13

5485

IT PRICE ANALYSIS (DUPA)

Surface Course (30mm thk.)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 318.80 491.52

919.51 Hourly Rate

Amount

1,833.00 553.00 1,652.00 1,065.00

1,833.00 553.00 1,652.00 1,065.00 91.95

5,194.95 6,114.46 21.42 Unit Cost

Amount

4,500.00

333.00

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

333.00 354.42 31.90 28.35 49.76 464.43

2402

IT PRICE ANALYSIS (DUPA)

Surface Course (40mm thk.)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 318.80 491.52

919.51 Hourly Rate

Amount

1,833.00 553.00 1,652.00 1,065.00

1,833.00 553.00 1,652.00 1,065.00 91.95

5,194.95 6,114.46 28.55 Unit Cost

Amount

4,500.00

441.00

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

441.00 469.55 42.26 37.56 65.93 615.30

5485

IT PRICE ANALYSIS (DUPA)

Surface Course (50mm thk.)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 318.80 491.52

919.51 Hourly Rate

Amount

1,833.00 553.00 1,652.00 1,065.00

1,833.00 553.00 1,652.00 1,065.00 91.95

5,194.95 6,114.46 35.69 Unit Cost

Amount

4,500.00

553.50

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

553.50 589.19 53.03 47.14 82.72 772.08

2422

IT PRICE ANALYSIS (DUPA)

Surface Course (30mm thk.)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 478.20 737.28

1,324.67 Hourly Rate

Amount

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

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

10,887.20 12,211.87 42.77 Unit Cost

Amount

50,775.00 650.00 240.56

298.56 19.05 18.76

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

336.37 379.14 34.12 30.33 53.23 496.82

5485

IT PRICE ANALYSIS (DUPA)

Surface Course (40mm thk.)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 478.20 737.28

1,324.67 Hourly Rate

Amount

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

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

10,887.20 12,211.87 57.03 Unit Cost

Amount

50,775.00 650.00 240.56

398.58 25.42 25.02

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

449.02 506.05 45.54 40.48 71.05 663.12

2442

IT PRICE ANALYSIS (DUPA)

Surface Course (50mm thk.)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 478.20 737.28

1,324.67 Hourly Rate

Amount

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

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

10,887.20 12,211.87 71.29 Unit Cost

Amount

50,775.00 650.00 240.56

498.10 31.72 31.27

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

561.10 632.38 56.91 50.59 88.79 828.68

5485

IT PRICE ANALYSIS (DUPA)

) - Conventional Method, 150mm thk.

Hourly Rate

Amount

109.19 79.70 61.44

109.19 318.80 737.28

1,165.27 Hourly Rate

Amount

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

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

10,212.41 11,377.68 106.01 Unit Cost

Amount

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

13.20 8.12 5.28 23.00 70.13 97.50 314.60 1.20 0.27 0.45

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

533.74 639.75 57.58 51.18 89.82 838.33

2462

IT PRICE ANALYSIS (DUPA)

) - Conventional Method, 200mm thk.

Hourly Rate

Amount

109.19 79.70 61.44

109.19 318.80 737.28

1,165.27 Hourly Rate

Amount

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

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

10,212.41 11,377.68 141.34 Unit Cost

Amount

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

15.60 8.12 5.28 23.00 93.50 130.00 418.00 1.20 0.58 1.68

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

696.96 838.30 75.45 67.06 117.70 1,098.51

5485

IT PRICE ANALYSIS (DUPA)

) - Conventional Method, 230mm thk.

Hourly Rate

Amount

109.19 79.70 61.44

109.19 318.80 737.28

1,165.27 Hourly Rate

Amount

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

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

10,212.41 11,377.68 162.54 Unit Cost

Amount

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

17.20 8.12 5.28 23.00 107.53 149.50 481.80 1.20 0.69 2.61

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

796.92 959.46 86.35 76.76 134.71 1,257.28

2482

IT PRICE ANALYSIS (DUPA)

) - Conventional Method, 250mm thk.

Hourly Rate

Amount

109.19 79.70 61.44

109.19 318.80 737.28

1,165.27 Hourly Rate

Amount

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

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

10,212.41 11,377.68 176.67 Unit Cost

Amount

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

18.00 8.12 6.60 23.00 116.88 162.50 523.60 1.20 0.76 2.85

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

863.50 1,040.17 93.62 83.21 146.04 1,363.04

5485

IT PRICE ANALYSIS (DUPA)

) - Conventional Method, 280mm thk.

Hourly Rate

Amount

109.19 79.70 61.44

109.19 318.80 737.28

1,165.27 Hourly Rate

Amount

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

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

10,212.41 11,377.68 197.87 Unit Cost

Amount

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

20.00 8.12 7.48 23.00 130.90 182.00 585.20 1.20 0.76 2.34

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

961.00 1,158.87 104.30 92.71 162.71 1,518.58

2502

IT PRICE ANALYSIS (DUPA)

) - Conventional Method, 300mm thk.

Hourly Rate

Amount

109.19 79.70 61.44

109.19 318.80 737.28

1,165.27 Hourly Rate

Amount

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

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

10,212.41 11,377.68 211.99 Unit Cost

Amount

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

22.00 8.12 7.92 23.00 140.25 195.00 627.00 1.20 0.91 2.82

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

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

5485

IT PRICE ANALYSIS (DUPA)

) - Using Concrete Paver, 230mm thk.

Hourly Rate

Amount

109.19 79.70 61.44

109.19 318.80 614.40

1,042.39 Hourly Rate

Amount

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

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

16,091.27 17,133.66 190.37 Unit Cost

Amount

40.00 28.00 44.00 850.00 650.00 220.00 8,000.00 97.00 300.00

17.20 8.12 5.28 107.53 149.50 481.80 1.20 0.69 2.61

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

773.92 964.30 86.79 77.14 135.39 1,263.62

2522

IT PRICE ANALYSIS (DUPA)

) - Using Concrete Paver, 250mm thk.

Hourly Rate

Amount

109.19 79.70 61.44

109.19 318.80 614.40

1,042.39 Hourly Rate

Amount

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

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

16,091.27 17,133.66 206.93 Unit Cost

Amount

40.00 28.00 44.00 850.00 650.00 220.00 8,000.00 97.00 300.00

18.00 8.12 6.60 116.88 162.50 523.60 1.20 0.76 2.85

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

840.50 1,047.43 94.27 83.79 147.06 1,372.55

5485

IT PRICE ANALYSIS (DUPA)

) - Using Concrete Paver, 280mm thk.

Hourly Rate

Amount

109.19 79.70 61.44

109.19 318.80 614.40

1,042.39 Hourly Rate

Amount

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

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

16,091.27 17,133.66 231.76 Unit Cost

Amount

40.00 28.00 44.00 850.00 650.00 220.00 8,000.00 97.00 300.00

20.00 8.12 7.48 130.90 182.00 585.20 1.20 0.76 2.34

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

938.00 1,169.75 105.28 93.58 164.23 1,532.84

2542

IT PRICE ANALYSIS (DUPA)

) - Using Concrete Paver, 300mm thk.

Hourly Rate

Amount

109.19 79.70 61.44

109.19 318.80 614.40

1,042.39 Hourly Rate

Amount

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

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

16,091.27 17,133.66 248.31 Unit Cost

Amount

40.00 28.00 44.00 850.00 650.00 220.00 8,000.00 97.00 300.00

22.00 8.12 7.92 140.25 195.00 627.00 1.20 0.91 2.82

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

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

5485

IT PRICE ANALYSIS (DUPA)

) - Conventional Method, 150mm thk.

Hourly Rate

Amount

109.19 79.70 61.44

109.19 637.60 983.04

1,729.83 Hourly Rate

Amount

172.00 1,065.00 148.88 219.75 167.38

172.00 53.25 297.76 10.99 16.74 86.49

637.23 2,367.06 197.25 Unit Cost

Amount

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

13.20 8.12 5.28 23.00 70.13 97.50 314.60 1.20 0.27 0.45

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

533.74 731.00 65.79 58.48 102.63 957.90

2562

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

No. of Hours

Hourly Rate

Amount

1 1 1

109.19 79.70 61.44

109.19 318.80 737.28

1,165.27 No. of Hours

Hourly Rate

Amount

0.10

1,208.03

120.80

0.10 0.10 0.10 0.10 0.10 0.25 0.25

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

54.50 383.70 173.30 106.50 29.78 54.94 87.88 58.26

1,069.66 2,234.93

hour = 6.00 sq.m. 372.49 Quantity

Unit Cost

Amount

40.86 0.29 0.12 0.46 0.1265 0.23 2.19 0.817

40.00 28.00 44.00 50.00 850.00 650.00 220.00 47.00

1,634.40 8.12 5.28 23.00 107.53 149.50 481.80 38.40

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

2,448.02 2,820.51 253.85 225.64 396.00

5485

(G + H + I + J)

2582

3,696.00

5485

2602

5485

2622

5485

2642

5485

2662

5485

2682

5485

2702

5485

2722

5485

2742

5485

2762

5485

2782

5485

2802

5485

2822

5485

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

: : :

404

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 8

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.50 0.50 0.15

219.75 351.50 1,102.00

Unit

Quantity

Unit Cost

kg. kg.

0.021 1.05

47.00 40.00

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

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

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

G. H. I. J. K.

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

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

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

: : :

405

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

Designation

No. of Person

No. of Hours

Hourly Rate

a. Construction Foreman b. Skilled Laborer c. Laborer

1 4 8

1 1 1

109.19 79.70 61.44

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

4 8

1 1

79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.10

172.00 148.88 1,065.00

Unit

Quantity

Unit Cost

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

* 70.00 * 1.60 * 0.70 9.50 0.50 1

40.00 700.00 68.00 220.00 850.00 650.00

A. Labor

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

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

G. H. I. J. K.

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

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

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 491.52

760.11 Amount

109.88 175.75 165.30

450.93 1,211.04 6.73 Amount

0.99 42.00

42.99 49.71 4.47 3.98 6.98 65.15

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 318.80 491.52

318.80 491.52 1,729.83 Amount

172.00 148.88 106.50 86.49

513.87 2,243.70 1,602.64 Amount

700.00 280.00 47.60 2,090.00 425.00 650.00

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

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

: : :

500(1)a

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1

0.50 0.50

1,537.00 123.00

Unit

Quantity

Unit Cost

bag cu.m. pc. cu.m.

0.774 0.044 1 0.088

220.00 850.00 950.00 850.00

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

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

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

G. H. I. J. K.

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

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

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

: : :

500(1)b

Pipe Culverts, 760mm dia. (30" Ø) l.m. 2.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

a. Backhoe (0.80 cu.m.)

1

0.50

1,537.00

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

1

0.50

123.00

Unit

Quantity

Unit Cost

bag cu.m. pc. cu.m.

0.918 0.052 1 0.108

220.00 850.00 1,750.00 850.00

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

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output per hour = 2.00 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Portland Cement b. Sand c. R.C. Pipes (760mm dia.) d. Sand Bedding/Selected Sandy Soil

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

500(1)c

Pipe Culverts, 910mm dia. (36" Ø) l.m. 1.75

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

a. Backhoe (0.80 cu.m.)

1

0.50

1,537.00

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

1

0.50

123.00

Unit

Quantity

Unit Cost

bag cu.m. pc. cu.m.

1.080 0.061 1 0.128

220.00 850.00 2,170.00 850.00

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

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output per hour = 1.75 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Portland Cement b. Sand c. R.C. Pipes (910mm dia.) d. Sand Bedding/Selected Sandy Soil

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

500(1)d

Pipe Culverts, 1070mm dia. (42" Ø) l.m. 1.50

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

a. Backhoe (0.80 cu.m.)

1

0.50

1,537.00

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

1

0.50

123.00

Unit

Quantity

Unit Cost

bag cu.m. pc. cu.m.

1.242 0.070 1 0.149

220.00 850.00 2,900.00 850.00

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

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output per hour = 1.50 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Portland Cement b. Sand c. R.C. Pipes (1070mm dia.) d. Sand Bedding/Selected Sandy Soil

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

500(1)e

Pipe Culverts, 1220mm dia. (48" Ø) l.m. 1.25

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

a. Backhoe (0.80 cu.m.)

1

0.50

1,537.00

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

1

0.50

123.00

Unit

Quantity

Unit Cost

bag cu.m. pc. cu.m.

1.404 0.080 1 0.170

220.00 850.00 3,800.00 850.00

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

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output per hour = 1.25 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Portland Cement b. Sand c. R.C. Pipes (1220mm dia.) d. Sand Bedding/Selected Sandy Soil

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

500(1)f

Pipe Culverts, 1520mm dia. (60" Ø) l.m. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

a. Backhoe (0.80 cu.m.)

1

0.50

1,537.00

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

1

0.50

123.00

Unit

Quantity

Unit Cost

bag cu.m. pc. cu.m.

1.710 0.097 1 0.210

220.00 850.00 6,175.00 850.00

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

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Portland Cement b. Sand c. R.C. Pipes (1520mm dia.) d. Sand Bedding/Selected Sandy Soil

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

501(1)

Underdrain l.m. 1.25

Designation

No. of Person

No. of Hours

Hourly Rate

1 4

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1

0.50

123.00

Unit

Quantity

Unit Cost

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

0.20 0.39 2 1.05

900.00 850.00 275.00 230.00

A. Labor a. Construction Foreman b. Laborer

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

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

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

501(2)

Blind Drain l.m. 1.25

Designation

No. of Person

No. of Hours

Hourly Rate

1 4

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

Unit

Quantity

Unit Cost

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

0.22 0.39 2

900.00 850.00 275.00

A. Labor a. Construction Foreman b. Laborer

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

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

G. H. I. J.

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

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

K. Total Unit Cost

(G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) 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

No. of Hours

Hourly Rate

1 4

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1

1

123.00

Name and Specification

Unit

Quantity

Unit Cost

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

cu.m.

1.15

900.00

A. Labor a. Construction Foreman b. Laborer

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

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

F. Materials

G. H. I. J.

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

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

K. Total Unit Cost

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

Item No./Description Unit of Measurement Output

: : :

502

Manhole/Catch Basin/Inlet ea. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

No of Units

No. of Hours

Hourly Rate

Unit

Quantity

A. Labor

Sub - Total for A Name and Capacity B. Equipment

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

Direct

Unit Cost

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

G. H. I. J.

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

cu.m. kg. cu.m.

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

K. Total Unit Cost

(G + H + I + J)

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

: : :

502(4)

Concrete Covers ea. 5.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1 1

0.50 0.50 0.50 0.25 0.05

172.00 219.75 148.88 391.00 1,065.00

Unit

Quantity

Unit Cost

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

1.31 0.06 0.12 48.25 0.97 36.79 2.83 0.30 2.00 0.02

220.00 850.00 650.00 40.00 47.00 48.00 48.00 620.00 250.00 90.00

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

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

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

G. H. I. J. K.

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

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

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

: : :

502(5)

Metal Frames and Gratings pair 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 1

0.50 0.50 0.50

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

Unit

Quantity

Unit Cost

set

1.00

4,700.00

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

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

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

G. H. I. J. K.

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

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

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

: : :

502(6)

Metal Frames and Covers (Circular) pair 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 1

0.50 0.50 0.50

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

Unit

Quantity

Unit Cost

set

1.00

5,700.00

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

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

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

G. H. I. J. K.

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

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

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

: : :

503(a)

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 1

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1

0.50 1

219.75 391.00

Unit

Quantity

Unit Cost

kg. kg. kg. kg.

62.557 1.244 38.36 0.051

48.00 48.00 48.00 90.00

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

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

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

G. H. I. J. K.

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

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

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

: : :

503(b)

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 1

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1

0.50 1

219.75 391.00

Unit

Quantity

Unit Cost

kg. kg. kg. kg.

127.066 3.174 41.64 0.086

48.00 48.00 48.00 90.00

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

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

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

G. H. I. J. K.

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

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

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

: : :

504(1)a

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.50 0.50 0.25

1,537.00 961.20 1,065.00

Unit

Quantity

Unit Cost

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

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

Sub - Total for B C. Total (A + B) D. Output per hour = 3.00 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J. K.

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

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

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

: : :

504(1)b

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.50 0.50 0.25

1,537.00 961.20 1,065.00

Unit

Quantity

Unit Cost

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

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

Sub - Total for B C. Total (A + B) D. Output per hour = 2.50 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J. K.

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

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

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

: : :

504(1)c

Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (36" dia.) - 910mm l.m. 2.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.50 0.50 0.25

1,537.00 961.20 1,065.00

Unit

Quantity

Unit Cost

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

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

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

G. H. I. J. K.

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

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

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

: : :

504(1)d

Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (42" dia.) - 1070mm l.m. 2.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.50 0.50 0.25

1,537.00 961.20 1,065.00

Unit

Quantity

Unit Cost

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

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

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

G. H. I. J. K.

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

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

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

: : :

504(1)e

Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (48" dia.) - 1220mm l.m. 1.50

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.50 0.50 0.25

1,537.00 961.20 1,065.00

Unit

Quantity

Unit Cost

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

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

Sub - Total for B C. Total (A + B) D. Output per hour = 1.50 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J. K.

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

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

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

: : :

504(2)a

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

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.60 0.50 0.15

1,537.00 123.00 1,065.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m.

0.774 0.044 0.088

220.00 850.00 850.00

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

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

Sub - Total for B C. Total (A + B) D. Output per hour = 1.50 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

a. Portland Cement b. Sand c. Sand Bedding

G. H. I. J. K.

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

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

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

: : :

504(2)b

Removing, Cleaning and Re-laying Salvaged Culvert Pipe (30" dia.) - 760mm l.m. 1.25

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.60 0.50 0.15

1,537.00 123.00 1,065.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m.

0.918 0.052 0.108

220.00 850.00 850.00

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

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

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

a. Portland Cement b. Sand c. Sand Bedding

G. H. I. J. K.

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

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

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

: : :

504(2)c

Removing, Cleaning and Re-laying Salvaged Culvert Pipe (36" dia.) - 910mm l.m. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.60 0.50 0.15

1,537.00 123.00 1,065.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m.

1.080 0.061 0.128

220.00 850.00 850.00

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

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

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

a. Portland Cement b. Sand c. Sand Bedding

G. H. I. J. K.

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

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

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

: : :

504(2)d

Removing, Cleaning and Re-laying Salvaged Culvert Pipe (42" dia.) - 1070mm l.m. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.60 0.50 0.15

1,537.00 123.00 1,065.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m.

1.242 0.070 0.149

220.00 850.00 850.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Backhoe (0.80 cu.m.) b. Plate Compactor (5 Hp) c. Water Truck (1000 gal.) Minor Tools (10 % of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

a. Portland Cement b. Sand c. Sand Bedding

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

504(2)e

Removing, Cleaning and Re-laying Salvaged Culvert Pipe (48" dia.) - 1220mm l.m. 0.75

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

0.60 0.50 0.15

1,537.00 123.00 1,065.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m.

1.404 0.080 0.170

220.00 850.00 850.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Backhoe (0.80 cu.m.) b. Plate Compactor (5 Hp) c. Water Truck (1000 gal.) Minor Tools (10 % of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 0.75 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

a. Portland Cement b. Sand c. Sand Bedding

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

504(3)a

Cleaning Culvert Pipe in place (610mm dia.) - Half Silted l.m. 8.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 l.s. l.s.

1

1,102.00 300.00 200.00

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Cargo Truck (10 T) b. Steel Wheel with Nylon Rope c. Improvised Bamboo with Bucket Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 8.00 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

504(3)b

Cleaning Culvert Pipe in place (760mm dia.) - Half Silted l.m. 5.25

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 l.s. l.s.

1

1,102.00 300.00 200.00

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Cargo Truck (10 T) b. Steel Wheel with Nylon Rope c. Improvised Bamboo with Bucket Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 5.25 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 245.76

514.35 Amount

768.50 61.50 51.44

881.44 1,395.79 620.35 Amount

170.28 37.40 950.00 74.80

1,232.48 1,852.83 166.75 148.23 260.14 2,427.95

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 245.76

514.35 Amount

768.50 61.50 51.44

881.44 1,395.79 697.89 Amount

201.96 44.20 1,750.00 91.80

2,087.96 2,785.85 250.73 222.87 391.13

3,650.58

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 245.76

514.35 Amount

768.50 61.50 51.44

881.44 1,395.79 797.59 Amount

237.60 51.85 2,170.00 108.80

2,568.25 3,365.84 302.93 269.27 472.56

4,410.60

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 245.76

514.35 Amount

768.50 61.50 51.44

881.44 1,395.79 930.52 Amount

273.24 59.50 2,900.00 126.65

3,359.39 4,289.91 386.09 343.19 602.30

5,621.50

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 245.76

514.35 Amount

768.50 61.50 51.44

881.44 1,395.79 1,116.63 Amount

308.88 68.00 3,800.00 144.50

4,321.38 5,438.01 489.42 435.04 763.50

7,125.97

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 245.76

514.35 Amount

768.50 61.50 51.44

881.44 1,395.79 1,395.79 Amount

376.20 82.45 6,175.00 178.50

6,812.15 8,207.94 738.71 656.63 1,152.39

10,755.68

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 245.76

354.95 Amount

61.50 35.50

97.00 451.95 361.56 Amount

180.00 331.50 550.00 241.50

1,303.00 1,664.56 149.81 133.16 233.70

2,181.23

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 245.76

354.95 Amount

35.50

35.50 390.45 312.36 Amount

198.00 331.50 550.00

1,079.50 1,391.86 125.27 111.35 195.42

1,823.89

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 245.76

354.95 Amount

123.00 35.50

158.50 513.45 410.76 Amount

1,035.00

1,035.00 1,445.76 130.12 115.66 202.98

1,894.52 DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

Amount

Direct Cost

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 245.76

514.35 Amount

86.00 109.88 74.44 97.75 53.25 51.44

472.75 987.10 197.42 Amount

288.20 51.00 78.00 1,930.00 45.59 1,765.92 67.92 93.00 250.00 0.90

4,570.53 4,767.95 429.12 381.44 669.42 6,247.92

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

54.60 39.85 30.72

125.17 Amount

12.52

12.52 137.68 137.68 Amount

4,700.00

4,700.00 4,837.68 435.39 387.01 679.21 6,339.30

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

54.60 39.85 30.72

125.17 Amount

12.52

12.52 137.68 137.68 Amount

5,700.00

5,700.00 5,837.68 525.39 467.01 819.61 7,649.70

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 79.70 61.44

250.33 Amount

109.88 391.00

500.88 751.21 3,004.82 Amount

3,002.74 59.71 1,841.28 4.59

4,908.32 7,913.14 712.18 633.05 1,111.00 10,369.38

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 79.70 61.44

250.33 Amount

109.88 391.00

500.88 751.21 6,009.64 Amount

6,099.17 152.35 1,998.72 7.74

8,257.98 14,267.62 1,284.09 1,141.41 2,003.17 18,696.29

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 245.76

514.35 Amount

768.50 480.60 266.25 51.44

1,566.79 2,081.14 693.71 Amount

0.00 693.71 62.43 55.50 97.40 909.04

DETAILED UNIT PRICE ANALYSIS (DUPA) Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (30" dia.) - 760mm

Amount

109.19 159.40 245.76

514.35 Amount

768.50 480.60 266.25 51.44

1,566.79 2,081.14 832.45 Amount

0.00 832.45 74.92 66.60 116.88 1,090.85

DETAILED UNIT PRICE ANALYSIS (DUPA) Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (36" dia.) - 910mm

Amount

109.19 159.40 245.76

514.35 Amount

768.50 480.60 266.25 51.44

1,566.79 2,081.14 1,040.57 Amount

0.00 1,040.57 93.65 83.25 146.10 1,363.56

DETAILED UNIT PRICE ANALYSIS (DUPA) Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (42" dia.) - 1070mm

Amount

109.19 159.40 245.76

514.35 Amount

768.50 480.60 266.25 51.44

1,566.79 2,081.14 1,040.57 Amount

0.00 1,040.57 93.65 83.25 146.10 1,363.56

DETAILED UNIT PRICE ANALYSIS (DUPA) Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (48" dia.) - 1220mm

Amount

109.19 159.40 245.76

514.35 Amount

768.50 480.60 266.25 51.44

1,566.79 2,081.14 1,387.42 Amount

0.00 1,387.42 124.87 110.99 194.79 1,818.08

DETAILED UNIT PRICE ANALYSIS (DUPA) Removing, Cleaning and Re-laying Salvaged Culvert Pipe (24" dia.) - 610mm

Amount

109.19 159.40 245.76

514.35 Amount

922.20 61.50 159.75 51.44

1,194.89 1,709.24 1,139.49 Amount

170.28 37.40 74.80

282.48 1,421.97 127.98 113.76 199.64 1,863.35

DETAILED UNIT PRICE ANALYSIS (DUPA) Removing, Cleaning and Re-laying Salvaged Culvert Pipe (30" dia.) - 760mm

Amount

109.19 159.40 245.76

514.35 Amount

922.20 61.50 159.75 51.44

1,194.89 1,709.24 1,367.39 Amount

201.96 44.20 91.80

337.96 1,705.35 153.48 136.43 239.43 2,234.69

DETAILED UNIT PRICE ANALYSIS (DUPA) Removing, Cleaning and Re-laying Salvaged Culvert Pipe (36" dia.) - 910mm

Amount

109.19 159.40 245.76

514.35 Amount

922.20 61.50 159.75 51.44

1,194.89 1,709.24 1,709.24 Amount

237.60 51.85 108.80

398.25 2,107.49 189.67 168.60 295.89 2,761.65

DETAILED UNIT PRICE ANALYSIS (DUPA) Removing, Cleaning and Re-laying Salvaged Culvert Pipe (42" dia.) - 1070mm

Amount

109.19 159.40 245.76

514.35 Amount

922.20 61.50 159.75 51.44

1,194.89 1,709.24 1,709.24 Amount

273.24 59.50 126.65

459.39 2,168.63 195.18 173.49 304.47 2,841.77

DETAILED UNIT PRICE ANALYSIS (DUPA) Removing, Cleaning and Re-laying Salvaged Culvert Pipe (48" dia.) - 1220mm

Amount

109.19 159.40 245.76

514.35 Amount

922.20 61.50 159.75 51.44

1,194.89 1,709.24 2,278.98 Amount

308.88 68.00 144.50

521.38 2,800.36 252.03 224.03 393.17 3,669.59

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 245.76

514.35 Amount

1,102.00 300.00 200.00 51.44

1,653.44 2,167.79 270.97 Amount

0.00 270.97 24.39 21.68 38.04 355.08

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 245.76

514.35 Amount

1,102.00 300.00 200.00 51.44

1,653.44 2,167.79 412.91 Amount

0.00 412.91 37.16 33.03 57.97 541.08

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

504(3)c

Cleaning Culvert Pipe in place (910mm dia.) - Half Silted l.m. 3.75

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

1

1,102.00

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Cargo Truck (10 T) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 3.75 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

504(3)d

Cleaning Culvert Pipe in place (1070mm dia.) - Half Silted l.m. 2.75

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

1

1,102.00

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Cargo Truck (10 T) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 2.75 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

504(3)e

Cleaning Culvert Pipe in place (1220mm dia.) - Half Silted l.m. 2.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

1

1,102.00

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Cargo Truck (10 T) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 2.00 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

504(3)f

Cleaning Culvert Pipe in place (1520mm dia.) - Half Silted l.m. 1.50

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

1

1,102.00

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Cargo Truck (10 T) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.50 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

504(4)

Reconditioning Drainage Structures ea. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

0.50 0.50 0.50

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

a. Cargo Truck (10 T)

1

0.25

1,102.00

b. Bamboo with Bucket - 4 uses Minor Tools (10% of Labor)

1

1

200.00

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output = 1.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials * If some repair is needed, component materials required and corresponding man-hour will be added to DUPA

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

505(1)

Riprap (Class A) cu.m. 1.50

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 8

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

Unit

Quantity

Unit Cost

cu.m.

1.05

920.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment Minor Tools (5% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.50 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Boulders (15 - 25 kg.) Miscellaneous (1% of Materials)

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

505(2)

Riprap (Class B) cu.m. 1.25

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.50

840.00

Unit

Quantity

Unit Cost

cu.m.

1.05

810.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Backhoe (Wheel Type 0.28 cu.m.) Minor Tools (5% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.25 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Boulders (30 - 70 kg.) Miscellaneous (1% of Materials)

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

505(3)

Riprap (Class C) cu.m. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.75

840.00

Unit

Quantity

Unit Cost

cu.m.

1.05

740.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment c. Backhoe (Wheel Type 0.28 cu.m.) Minor Tools (5% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Boulders (50 - 100 kg.) Miscellaneous (1% of Materials)

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

505(4)

Riprap (Class D) cu.m. 0.75

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

1.00

840.00

Unit

Quantity

Unit Cost

cu.m.

1.05

650.00

A. Labor a. Construction Foreman b. Skilled Laborers c. Laborers

Sub - Total for A Name and Capacity B. Equipment a. Backhoe (Wheel Type 0.28 cu.m.) Minor Tools (5% of Labor)

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 F. Materials a. Boulders (100 - 200 kg.) Miscellaneous (1% of Materials)

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

505(5)

Grouted Riprap (Class A) cu.m. 1.25

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 8

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 0.05

172.00 1,065.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m. l.m. sq.m. cu.m.

3.00 0.25 0.015 0.30 0.015 1.05

220.00 850.00 650.00 144.67 275.00 920.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. One Bagger Mixer b. Water Truck (1000 gal.) Minor Tools (5% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.25 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Cement b. Sand c. Gravel Fill d. Weep Holes (PVC) e. Filter Cloth f. Boulders (15 - 25 kg.) Miscellaneous (1% of Materials)

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

505(6)

Grouted Riprap (Class B) cu.m. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 0.05 0.50

172.00 1,065.00 840.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m. l.m. sq.m. cu.m.

2.50 0.21 0.015 0.30 0.015 1.05

220.00 850.00 650.00 144.67 275.00 810.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. One Bagger Mixer b. Water Truck (1000 gal.) c. Backhoe (Wheel Type 0.28 cu.m.) Minor Tools (5% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Cement b. Sand c. Gravel Fill d. Weep Holes (PVC) e. Filter Cloth f. Boulders (30 - 70 kg.) Miscellaneous (1% of Materials)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

505(7)

Grouted Riprap (Class C) cu.m. 0.75

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 0.05 0.75

172.00 1,065.00 840.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m. l.m. sq.m. cu.m.

2.20 0.18 0.015 0.30 0.015 1.05

220.00 850.00 650.00 144.67 275.00 730.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. One Bagger Mixer b. Water Truck (1000 gal.) c. Backhoe (Wheel Type 0.28 cu.m.) 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 F. Materials a. Cement b. Sand c. Gravel Fill d. Weep Holes (PVC) e. Filter Cloth f. Boulders (60 - 100 kg.) Miscellaneous (1% of Materials)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

505(8)

Grouted Riprap (Class D) cu.m. 0.50

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 0.05 1

172.00 1,065.00 840.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m. l.m. sq.m. cu.m.

1.80 0.15 0.015 0.30 0.015 1.05

220.00 850.00 650.00 144.67 275.00 650.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. One Bagger Mixer b. Water Truck (1000 gal.) c. Backhoe (Wheel Type 0.28 cu.m.) Minor Tools (5% of Labor)

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 F. Materials a. Cement b. Sand c. Gravel Fill d. Weep Holes (PVC) e. Filter Cloth f. Boulders (100 - 200 kg.) Miscellaneous (1% of Materials)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

505(9)

Filter Layer of Granular Material cu.m. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

Unit

Quantity

Unit Cost

cu.m.

1.05

900.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Granular Materials

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

506

Stone Masonry cu.m. 1.5625

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 8

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 0.05 0.10

172.00 1,065.00 840.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m. l.m. sq.m. cu.m.

5.50 0.30 0.02 0.30 0.015 1.05

220.00 850.00 650.00 144.67 275.00 920.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. One Bagger Mixer b. Water Truck (1000 gal.) c. Backhoe (Wheel Type 0.28 cu.m.) Minor Tools (10% Labor)

Sub - Total for B C. Total (A + B) D. Output per hour =1.5625 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Cement b. Sand c. Gravel Fill d. Weep Holes (PVC) e. Filter Cloth f. Boulders Miscellaneous (1% of Materials)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

507

Rubble Concrete cu.m. 1.40

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 8

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 0.05 0.10

172.00 1,065.00 840.00

Name and Specification

Unit

Quantity

Unit Cost

a. Cement b. Sand c. Gravel Fill d. Weep Holes (PVC) e. Filter Cloth f. Boulders g. Gravel Miscellaneous (2% of Materials) Note: 60% Boulder 50% Class "B" Concrete (w/ side forms only)

bag cu.m. cu.m. l.m. sq.m. cu.m. cu.m.

4.20 0.2625 0.02 0.30 0.015 0.63 0.525

220.00 850.00 650.00 144.67 275.00 810.00 650.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. One Bagger Mixer b. Water Truck (1000 gal.) c. Backhoe (Wheel Type 0.28 cu.m.) Minor Tools (10% Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.40 cu.m. E. Direct Unit Cost (C ÷ D)

F. Materials

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

508

Hand Laid Rock Embankment cu.m. 3.125

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 8

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

Unit

Quantity

Unit Cost

cu.m.

1.05

920.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment

Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 3.125 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Boulders

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

509(a)

Timber Sheet Pile l.m. 4.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1

1 1

1,772.00 200.00

Unit

Quantity

Unit Cost

bd.ft. m. bd.ft. kg.

52.25 1.00 16.00 0.16

40.00 350.00 40.00 68.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Crawler Crane (45 T) b. Drop Hammer (15 T) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 4.00 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Timber Sheet Piles, ave. dia. 395mm b. Coco Log - 2 uses c. Lumber (Falsework) - 4 uses d. Nail/Spike (1 kg./100 bd.ft. of Lumber)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

509(b.1)

Steel Sheet Pile (Slope Protection) l.m. 10.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1

1 1 0.25 0.25

1,729.00 1,800.00 371.00 45.45

Unit

Quantity

Unit Cost

kg.

48.00

48.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Crawler Crane (36 - 40 T) b. Vibro Hammer (Hydraulic Operated) c. Welding Machine (Gas Operated) d. Cutting Outfit

Sub - Total for B C. Total (A + B) D. Output per hour = 10.00 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Steel Sheet Piles (48 kg./l.m.) Miscellaneous (3% of Materials)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

509(b.2)

Steel Sheet Pile (for Cofferdaming) l.m. 10.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1 1

1 1 0.25 0.25 1

1,729.00 1,800.00 391.00 45.45 266.25

Unit

Quantity

Unit Cost

kg. kg.

48.00 4.80

48.00 48.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Crawler Crane (36 - 40 T) b. Vibro Hammer (Hydraulic Operated) c. Welding Machine d. Cutting Outfit e. Water Pump, 100mm suction diameter

Sub - Total for B C. Total (A + B) D. Output per hour = 10.00 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Steel Sheet Piles (48 kg./l.m.) b. Structural Steel (Walling, Bracing, Diagonal etc.) c. (Miscellaneous 1% of Materials)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

509(c)

Concrete Sheet Pile, furnished and driven l.m. 1.20

Designation

No. of Person

No. of Hours

Hourly Rate

1 4 6

1 1 1

109.19 79.70 61.44

2 4

1 1

79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1 1 1 1 1 1 1

0.10 0.40 0.15 0.03 0.03 0.03 0.10 0.10 0.10 0.03

1,772.00 172.00 148.88 1,065.00 219.75 351.50 200.00 514.31 675.00 123.00

Unit

Quantity

Unit Cost

kg. bag cu.m. cu.m. pc. bd.ft. kg. kg.

28.11 1.44 0.08 0.15 0.15 5.90 0.562 0.059

40.00 220.00 850.00 650.00 700.00 40.00 47.00 68.00

cu.m bd.ft. cu.m

0.030 1.500 0.030

2,840.00 20.00 530.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer Formworks b. Skilled Laborer c. Laborer Sub - Total for A Name and Capacity B. Equipment a. Crawler Crane (45 T) b. One Bagger Mixer c. Concrete Vibrator d. Water Truck (1000 gal.) e. Bar Cutter f. Bar Bender g. Drop Hammer h. Jack Hammer i. Air Compressor (103 Hp) j. Plate Compactor (5 Hp) Minor Tools (5% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.20 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Reinforcing Steel Bar b. Cement c. Sand d. Gravel e. Marine Plywood, 1/2" x 4' x 8' f. Lumber, 2' x 2' g. # 16 GI Tie Wire (2% of RSB) h. Assorted CWN (1 kg./100 bd.ft. of Lumber) Casting Bed a. Ready Mix Concrete b. Coco Lumber - 4 uses c. Base Course

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

510(1)

Bed Course Granular Material cu.m. in-place 1.25

Designation

No. of Person

No. of Hours

Hourly Rate

1 4

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

1

1

123.00

Unit

Quantity

Unit Cost

cu.m.

1.15

580.00

A. Labor a. Construction Foreman b. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Plate Compactor Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.25 cu.m. in-place E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Aggregate Subbase Course (w/ 15% Shrinkage Factor)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

510(2)

Concrete Slope Protection cu.m. in-place 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 4 8

1 1 1

109.19 79.70 61.44

2 4

1 1

79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1 1 1

1 0.05 0.10 0.05 0.05 0.05

172.00 1,065.00 840.00 148.88 219.75 351.50

Unit

Quantity

Unit Cost

bag cu.m. l.m. sq.m. cu.m. cu.m. kg. pc. bd.ft. kg. kg.

8.40 0.50 0.21 0.015 1 0.016 * 26.03 0.48 18.76 0.521 0.188

220.00 850.00 144.67 275.00 650.00 650.00 40.00 700.00 40.00 47.00 68.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer Installation of Formworks & Rebars a. Skilled Laborer b. Laborer Sub - Total for A Name and Capacity B. Equipment a. One Bagger Mixer b. Water Truck (1000 gal.) c. Backhoe (Wheel Type 0.28 cu.m.) d. Concrete Vibrator e. Bar Cutter f. Bar Bender Minor Tools (10% Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00 cu.m. in-place E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Cement b. Sand c. Weep Holes (PVC) d. Filter Cloth e. Gravel f. Granular Filter f. Reinforcing Steel Bar g. Marine Plywood 1/2" x 4' x 8' - 4 uses h. Lumber - 4 uses i. #16 GI Tie Wire (2% of RSB) j. Assorted CWN (1 kg./100 bd.ft. of Lumber)

G. H. I. J. K. *

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost Note: RSB quantity is variable based on approved plan.

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

511(1)

Gabions cu.m. 2.50

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 8

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

Unit

Quantity

Unit Cost

pc.

0.50

2,900.00

cu.m.

1.05

920.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment Note: Exclude Excavation Works Backhoe excluded, excavation should be separate as the quantity is variable.

Sub - Total for B C. Total (A + B) D. Output per hour = 2.50 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Gabion Wire Mesh (1 x 1 x 2) (w/ complete accessories) b. Boulders

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

511(2)

Mattresses cu.m. 3.125

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 8

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

Unit

Quantity

Unit Cost

pc.

0.28

5,000.00

cu.m.

1.05

920.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment Note: Exclude Excavation Works Backhoe excluded, excavation should be separate as the quantity is variable.

Sub - Total for B C. Total (A + B) D. Output per hour = 3.125 cu.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Mattresses (6 x 2 x 0.3 ) (w/ complete accessories) b. Boulders

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

511(3)

Filter Cloth sq.m. 100.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 8

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.25

1,102.00

Unit

Quantity

Unit Cost

sq.m.

1.05

275.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Cargo Truck (10 T)

Sub - Total for B C. Total (A + B) D. Output per hour = 100.00 sq.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Filter Cloth Miscellaneous (5% of Materials)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 245.76

514.35 Amount

1,102.00 51.44

1,153.44 1,667.79 444.74 Amount

0.00 444.74 40.03 35.58 62.44 582.79

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 245.76

514.35 Amount

1,102.00 51.44

1,153.44 1,667.79 606.47 Amount

0.00 606.47 54.58 48.52 85.15

794.71

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 245.76

514.35 Amount

1,102.00 51.44

1,153.44 1,667.79 833.89 Amount

0.00 833.89 75.05 66.71 117.08

1,092.73

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 245.76

514.35 Amount

1,102.00 51.44

1,153.44 1,667.79 1,111.86 Amount

0.00 1,111.86 100.07 88.95 156.10

1,456.98

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

54.60 39.85 61.44

155.89 Amount

275.50 50.00 15.59

341.09 496.97 496.97 Amount

0.00 496.97 44.73 39.76 69.78

651.23

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 491.52

760.11 Amount

38.01

38.01 798.12 532.08 Amount

966.00 9.66

975.66 1,507.74 135.70 120.62 211.69

1,975.74

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 245.76

514.35 Amount

420.00 25.72

445.72 960.07 768.05 Amount

850.50 8.51

859.01 1,627.06 146.44 130.16 228.44

2,132.10

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 245.76

514.35 Amount

630.00 25.72

655.72 1,170.07 1,170.07 Amount

777.00 7.77

784.77 1,954.84 175.94 156.39 274.46

2,561.62

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 245.76

514.35 Amount

840.00 25.72

865.72 1,380.07 1,840.09 Amount

682.50 6.83

689.33 2,529.42 227.65 202.35 355.13

3,314.55

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 491.52

760.11 Amount

172.00 53.25 38.01

263.26 1,023.37 818.69 Amount

660.00 212.50 9.75 43.40 4.13 966.00 18.96

1,914.73 2,733.43 246.01 218.67 383.77

3,581.88

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 245.76

514.35 Amount

172.00 53.25 420.00 25.72

670.97 1,185.32 1,185.32 Amount

550.00 178.50 9.75 43.40 4.13 850.50 16.36

1,652.64 2,837.96 255.42 227.04 398.45 3,718.86

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 245.76

514.35 Amount

172.00 53.25 630.00 25.72

880.97 1,395.32 1,860.42 Amount

484.00 153.00 9.75 43.40 4.13 766.50 14.61

1,475.38 3,335.81 300.22 266.86 468.35 4,371.24

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 245.76

514.35 Amount

172.00 53.25 840.00 25.72

1,090.97 1,605.32 3,210.64 Amount

396.00 127.50 9.75 43.40 4.13 682.50 12.63

1,275.91 4,486.54 403.79 358.92 629.91 5,879.17

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 79.70 122.88

311.77 Amount

31.18

31.18 342.95 342.95 Amount

945.00

945.00 1,287.95 115.92 103.04 180.83 1,687.73

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 491.52

760.11 Amount

172.00 53.25 84.00 76.01

385.26 1,145.37 733.04 Amount

1,210.00 255.00 13.00 43.40 4.13 966.00 24.92

2,516.44 3,249.48 292.45 259.96 456.23 4,258.12

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 491.52

760.11 Amount

172.00 53.25 84.00 76.01

385.26 1,145.37 818.12 Amount

924.00 223.13 13.00 43.40 4.13 510.30 341.25 36.72

2,095.92 2,914.04 262.26 233.12 409.13 3,818.56

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 491.52

760.11 Amount

76.01

76.01 836.12 267.56 Amount

966.00

966.00 1,233.56 111.02 98.68 173.19 1,616.46

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 79.70 122.88

311.77 Amount

1,772.00 200.00 31.18

2,003.18 2,314.95 578.74 Amount

2,090.00 175.00 160.00 10.88

2,435.88 3,014.62 271.32 241.17 423.25 3,950.35

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 245.76

514.35 Amount

1,729.00 1,800.00 92.75 11.36

3,633.11 4,147.46 414.75 Amount

2,304.00 69.12

2,373.12 2,787.87 250.91 223.03 391.42 3,653.22

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 245.76

514.35 Amount

1,729.00 1,800.00 97.75 11.36 266.25

3,904.36 4,418.71 441.87 Amount

2,304.00 230.40 25.34

2,559.74 3,001.62 270.15 240.13 421.43 3,933.32

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 318.80 368.64 159.40 245.76 1,201.79 Amount

177.20 68.80 22.33 31.95 6.59 10.55 20.00 51.43 67.50 3.69 60.09

520.13 1,721.92 1,434.93 Amount

1,124.40 316.80 68.00 97.50 105.00 236.00 26.41 4.01 85.20 7.50 15.90 2,086.73 3,521.66 316.95 281.73 494.44 4,614.78

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 245.76

354.95 Amount

123.00 35.50

158.50 513.45 410.76 Amount

667.00

667.00 1,077.76 97.00 86.22 151.32 1,412.29

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 318.80 491.52 159.40 245.76 1,324.67 Amount

172.00 53.25 84.00 7.44 10.99 17.58 132.47

477.72 1,802.39 1,802.39 Amount

1,848.00 425.00 30.38 4.13 650.00 10.40 1,041.20 84.00 187.60 24.49 12.78

4,317.98 6,120.37 550.83 489.63 859.30 8,020.13

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 491.52

760.11 Amount

0.00 760.11 304.04 Amount

1,450.00 966.00

2,416.00 2,720.04 244.80 217.60 381.89 3,564.35

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 491.52

760.11 Amount

0.00 760.11 243.24 Amount

1,400.00 966.00

2,366.00 2,609.24 234.83 208.74 366.34 3,419.14

DETAILED UNIT PRICE ANALYSIS (DUPA)

Amount

109.19 159.40 491.52

760.11 Amount

275.50

275.50 1,035.61 10.36 Amount

288.75 14.44

303.19 313.54 28.22 25.08 44.02 410.87

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

600(1)

Concrete Curb (Cast in place) - 0.45m x 0.15/0.20m l.m. 17.50

Designation

No. of Person

No. of Hours

Hourly Rate

1 4 8

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.05

148.88 172.00 1,065.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m. pc. bd.ft. kg.

0.72 0.04 0.08 0.28 12.16 0.12

220.00 850.00 650.00 700.00 40.00 68.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Concrete Vibrator b. One Bagger Mixer c. Water Truck (1000 gal.) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 17.50 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Cement b. Sand c. Gravel d. Plywood Marine, 1/2" thk. x 4' x 8 - 4 uses e. Form Lumber - 4 uses f. Assorted CWN (1 kg./100 bd.ft. of Lumber)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

600(2)

Concrete Gutter (Cast in place) - 0.50m x 0.15m l.m. 17.50

Designation

No. of Person

No. of Hours

Hourly Rate

1 4 8

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.05

148.88 172.00 1,065.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m. bd.ft. kg.

0.72 0.04 0.08 6.56 0.07

220.00 850.00 650.00 40.00 68.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Concrete Vibrator b. One Bagger Mixer c. Water Truck (1000 gal.) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 17.50 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Cement b. Sand c. Gravel d. Good Lumber - 4 uses e. Assorted CWN (1 kg./100 bd.ft. of Lumber)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

600(3)

Concrete Curb and Gutter, Type A (Cast in place) - National Road l.m. 10.30

Designation

No. of Person

No. of Hours

Hourly Rate

1 4 8

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1

1 1 0.05

148.88 172.00 1,065.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m. pc. bd.ft. kg.

1.29 0.07 0.14 0.24 11.47 0.11

220.00 850.00 650.00 700.00 40.00 68.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Concrete Vibrator b. One Bagger Mixer c. Water Truck (1000 gal.) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 10.30 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Cement b. Sand c. Gravel d. Plywood Marine, 1/2" thk. x 4' x 8 - 4 uses e. Form Lumber - 4 uses f. Assorted CWN (1 kg./100 bd.ft. of Lumber) Miscellaneous (2% of Materials)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

600(4)

Concrete Curb (Precast) pc. 4.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 1

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.50

961.20

Unit

Quantity

Unit Cost

l.m.

1.00

690.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Boom Truck Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 4.00 pc. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Fabricated Concrete Curb Miscellaneous (5% of materials)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

600(5)

Concrete Gutter (Precast) pc. 4.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 1

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.50

961.20

Unit

Quantity

Unit Cost

l.m.

1.00

680.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Boom Truck Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 4.00 pc. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Fabricated Concrete Gutter Miscellaneous (5% of materials)

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

600(6)

Concrete Curb and Gutter (Precast) pc. 3.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 1

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.50

961.20

Unit

Quantity

Unit Cost

l.m.

1.00

1,750.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Boom Truck Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 3.00 pc. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Fabricated Concrete Curb and Gutter Miscellaneous (5% of materials)

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

601(a)

Sidewalk (100mm thk.) sq.m. 161.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 4 12

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

a. Transit Mixer (5 cu.m.)

4

1

1,279.00

b. Concrete Vibrator c. Batching Plant (30 cu.m.) d. Payloader (1.50 cu.m.), LX80-2C e. Concrete Screeder (5.5 Hp) f. Water Truck (1000 gal.) g. Concrete Saw, Blade Ø 14" (7.5 Hp) Minor Tools (5% of Labor)

2 1 1 1 1 1

1 1 1 1 1 1

148.88 1,208.03 1,733.00 545.00 1,065.00 167.38

Unit

Quantity

Unit Cost

lit. lit. l.m. cu.m. cu.m. bag

0.29 0.12 0.46 0.055 0.10 0.95

28.00 44.00 250.00 850.00 650.00 220.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output per hour = 161.00 sq.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Curing Compound b. Asphalt Sealant c. Forms d. Sand e. Gravel f. Cement Note : Bed Course excluded

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

601(b)

Sidewalk (100mm thk.) sq.m. 20.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 4 12

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

a. One Bagger Mixer

1

1

172.00

b. Concrete Vibrator c. Water Truck (1000 gal.) d. Concrete Saw, Blade Ø 14" (7.5 Hp) Minor Tools (5% of Labor)

2 1 1

1 0.125 1

148.88 1,065.00 167.38

Unit

Quantity

Unit Cost

lit. lit. l.m. cu.m. cu.m. bag

0.29 0.12 0.46 0.055 0.10 0.95

28.00 44.00 250.00 850.00 650.00 220.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output per hour = 20.00 sq.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Curing Compound b. Asphalt Sealant c. Forms d. Sand e. Gravel f. Cement Note : Bed Course excluded

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

602(1)a

Right-of-Way Monument ea. 2.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.20

148.88

1

0.05

1,102.00

Unit

Quantity

Unit Cost

cu.m. kg. pc. bd.ft. lit. kg. kg.

0.03 7.15 0.22 13.53 0.10 0.14 0.14

3,538.78 40.00 700.00 40.00 475.00 47.00 68.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Concrete Vibrator b. Cargo Truck (10 T) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 2.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Concrete Class "A" b. Reinforcing Steel Bar, Grade 40 c. Plywood, 1/2" x 4' x 8' - 4 uses d. Form Lumber, Good - 4 uses e. Reflectorized Paint, Marker f. # 16 Tie Wire (2% of RSB) g. Assorted CWN (1 kg./100 bd.ft. of Lumber)

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

602(1)b

Right-of-Way Monument (Precast) ea. 4.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.05

1,102.00

Name and Specification

Unit

Quantity

Unit Cost

a. Fabricated Right-of-Way Monument (delivered at site)

ea.

1

3,320.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Cargo Truck (10 T) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 4.00 ea. E. Direct Unit Cost (C ÷ D)

F. Materials

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

602(2)a

Maintenance Marker Post ea. 2.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.20

148.88

1

0.05

1,102.00

Unit

Quantity

Unit Cost

cu.m. kg. pc. bd.ft. lit. kg. kg.

0.03 7.00 0.22 13.53 0.10 0.14 0.14

3,400.00 40.00 700.00 40.00 475.00 47.00 68.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Concrete Vibrator b. Cargo Truck (10 T) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 2.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Concrete Class "A" b. Reinforcing Steel Bar, Grade 40 c. Plywood, 1/2" x 4' x 8' - 4 uses d. Form Lumber, Good - 4 uses e. Reflectorized Paint, Marker f. # 16 Tie Wire (2% of RSB) g. Assorted CWN (1 kg./100 bd.ft. of Lumber)

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

602(2)b

Maintenance Marker Post (Precast) ea. 4.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.05

1,102.00

Unit

Quantity

Unit Cost

ea.

1

1,650.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Cargo Truck (10 T) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 4.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Fabricated Maintenance Marker Post (delivered at site)

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

602(3)a

Kilometer Post ea. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1.50 1.50 1.50

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

a. Cargo Truck (10 T)

1

0.50

1,102.00

b. Concrete Vibrator Minor Tools (10% of Labor)

1

0.10

148.88

Unit

Quantity

Unit Cost

cu.m. kg. pc. bd.ft. bag cu.m. lit. kg. kg.

0.184 7.59 0.604 7.15 0.775 0.044 0.20 0.14 0.07

3,400.00 40.00 700.00 20.00 220.00 900.00 475.00 47.00 68.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output = 1.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Concrete Class "A" b. Reinforcing Steel Bar c. Plywood 1/2" x 4' x 8' - 2 uses d. Lumber - 2 uses e. Portland Cement f. Pebble g. Reflectorized Paint, Marker h. # 16 Tie Wire (2% of RSB) i. Assorted CWN (1 kg./100 bd.ft. of Lumber)

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

602(3)b

Kilometer Post (Precast) ea. 2.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1.50 1.50 1.50

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1

0.50 0.05

1,102.00 148.88

Unit

Quantity

Unit Cost

ea. cu.m. lit.

1 0.095 0.20

4,150.00 3,400.00 475.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Cargo Truck (10 T) b. Concrete Vibrator Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output = 2.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Fabricated Kilometer Post b. Concrete Class "A" c. Reflectorized Paint, Marker

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

602(4)

Guide Post ea. 50.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2

1 1

109.19 61.44

No of Units

No. of Hours

Hourly Rate

Unit

Quantity

Unit Cost

ea. ea.

1 1

1,240.00 85.00

A. Labor a. Construction Foreman b. Laborer

Sub - Total for A Name and Capacity B. Equipment Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 50.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Guide Post (Portable) b. Post Reflector Miscellaneous (5% of Materials)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

603(1)

Cable Wire Guardrail l.m. 1.15

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 8

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1

1 1 0.10 0.25

172.00 148.88 1,065.00 712.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m. set kg. set ea. unit sq.m. set

4.18 0.22 0.43 0.27 4.92 0.22 0.33 0.11 0.11 0.65

220.00 850.00 650.00 *1,800.00 186.44 *750.00 *350.00 *1,200.00 *295.00 *1,000.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. One Bagger Mixer b. Concrete Vibrator c. Water Truck (1000 gal.) d. Cargo Truck (5 T) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.15 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Cement b. Sand c. Gravel d. Guardrail Post e. Galvanized Wire Rope (1.21 kg./m) f. Check Rope g. Hook Bolt h. Anchor Bracket i. Wire Mesh j. Tension Fittings Miscellaneous (5% of Materials)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost * Tentative Canvass Price

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

603(3)a

Metal Guardrails (Metal Beam) including Concrete Post l.m. 4.20

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1

0.50 0.50 0.05 0.25

172.00 148.88 1,065.00 1,102.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m. l.m. pc. bd.ft. kg. kg. kg. pc. pc.

0.33 0.018 0.036 1 0.25 8 4 0.08 0.08 0.50 2

220.00 850.00 650.00 1,950.00 700.00 40.00 40.00 47.00 68.00 28.00 21.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. One Bagger Mixer b. Concrete Vibrator c. Water Truck (1000 gal.) d. Cargo Truck (10 T) Minor Tools (5 % of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 4.20 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Cement b. Sand c. Gravel d. Metal Beam Guardrail e. Plywood Marine, 1/2" thk. x 4' x 8' - 4 uses f. Lumber - 4 uses g. Reinforcing Steel Bars, Grade 40 h. Tie Wire (2% of RSB) i. Assorted CWN (1 kg./100 bd.ft. of Lumber) j. Bolt, Nut & Washer 5/8" dia. x 9" k. Bolt, Nut & Washer 5/8" dia. x 1"

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

603(3)b

Metal Beam End Piece ea. 6.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

1

1,102.00

Unit

Quantity

Unit Cost

ea.

1.00

1,350.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Cargo Truck (10 T) Minor Tools (5% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 6.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Metal Guardrail End Piece

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

603(4)

Guardrail (Timber) l.m. 5.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 4

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.50

1,102.00

Unit

Quantity

Unit Cost

bd.ft. bd.ft. pc.

14.67 6.67 1.60

90.00 55.00 350.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Cargo Truck (10 T) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 5.00 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Lumber, 8" x 8" x 5.5' Treated Post (Tanguile) b. Lumber, 3" x 8" Plank (Tanguile) - Untreated c. Carriage Bolt, 1/2"Ø x 12" Miscellaneous (5% of Materials)

Note: Exclude Excavation Works

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

604(1)

Fencing (Barbed Wire) l.m. 18.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.10

391.00

Unit

Quantity

Unit Cost

l.m. kg. pc.

1 0.52 0.67

15.00 48.00 81.15

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Welding Machine Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 18.00 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 3-Strand Galvanized Barbed Wire, Ga 12.5 b. 50mmx50mmx6m Angle Bar c. Ga. 9 Twisted Wire Fastener Miscellaneous (2% of Materials, Welding Rod & etc.)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

604(2)

Fencing (Chain Link Fence Fabric) l.m. 5.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 8

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1

1 0.50 0.10 0.50

172.00 148.88 1,065.00 391.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m. l.m. pc. pc. pc. kg. kg. l.m.

1.623 0.085 0.171 1 0.03 0.12 0.50 0.14 0.30 2

220.00 850.00 650.00 661.67 1,500.00 1,140.00 1,140.00 48.00 40.00 134.44

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. One Bagger Mixer b. Concrete Vibrator c. Water Truck (1000 gal.) d. Welding Machine Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 5.00 l.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Cement b. Sand c. Gravel, G1 d. Chainlink Fence, 4' e. G.I. Pipe 2" dia. (corner or pull posts) f. G.I. Pipe 1 1/4" dia. (line post) g. G.I. Pipe 1 1/4" dia. (brace) h. Flat Bar, 3/16" x 3/4" (stretch bar) i. Plain Bar, 3/8" dia. (truss rod) j. Tension Wire, 0.177" dia. Miscellaneous (5% of Materials)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

604(3)

Fencing (Post) ea. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 2 2

1.50 1.50 1.50

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1 1 1 1

0.75 0.50 0.50 0.05

172.00 219.75 351.50 1,065.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m. kg. kg. pc. bd.ft. kg.

2.105 0.095 0.185 20.615 0.412 0.760 22.695 0.227

220.00 850.00 650.00 40.00 47.00 350.00 20.00 68.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. One Bagger Mixer b. Bar Cutter c. Bar Bender d. Water Truck (1000 gal.) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output = 1.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Cement b. Sand c. Gravel d. Reinforcing Steel Bar e. # 16 Tie Wire (2% of RSB) f. Plywood 1/4' x 4' x 8' - 2 uses g. Lumber - 2 uses h. Assorted CWN (1 kg./100 bd.ft. of Lumber)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output

: : :

604(4)

Fencing (Gates) - (Height 3m. & Length 4.24m.) ea. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

3 3 3

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

2

391.00

Unit

Quantity

Unit Cost

pc. l.m. gal. kg. kg. kg.

5 4.24 1.06 1.607 9.743 0.006

1,550.00 3,300.00 565.00 40.00 48.00 90.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Welding Machine Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output = 1.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. 50 mm. Ø G.I. Pipe, Schedule 40 b. Cyclone Wire Galvanized 10' Gauge 10 c. Aluminum Paint d. 6mm dia. Plain Bar e. Gate Lock/Hinge (12mm thk. Plate) b. Welding Rod (1 kg./2000 kg. of Steel)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

605(1)a

Danger/Warning Signs (60cm Triangle) ea. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.25

712.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m. bd.ft. m. kg. pc. pc. kg.

0.48 0.025 0.050 8 3.10 2 12 1 0.08

220.00 850.00 650.00 40.00 530.00 48.00 10.00 2,800.00 68.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Cargo Truck (5 T) Minor Tools (10 % of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Portland Cement b. Sand c. Gravel d. Form Lumber, Good - 4 uses e. 3"Ø G.I. Pipe f. Plate g. Bolts, 5mm Ø h. Sign Face, 3mm thk. Aluminum Sheet i. Assorted CWN (1 kg./100 bd.ft. of Lumber)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

605(1)b

Danger/Warning Signs (90cm Triangle) ea. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.25

712.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m. bd.ft. m. kg. pc. pc. kg.

0.48 0.025 0.050 8 3.10 2 12 1 0.08

220.00 850.00 650.00 40.00 530.00 48.00 10.00 4,200.00 68.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Cargo Truck (5 T) Minor Tools (10 % of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Portland Cement b. Sand c. Gravel d. Form Lumber, Good - 4 uses e. 3"Ø G.I. Pipe f. Plate g. Bolts, 5mm Ø h. Sign Face, 3mm thk. Aluminum Sheet i. Assorted CWN (1 kg./100 bd.ft. of Lumber)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

605(2)a

Regulatory Signs (60cm Triangle) ea. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.25

712.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m. bd.ft. m. kg. pc. pc. kg.

0.48 0.025 0.050 8 3.10 2 12 1 0.08

220.00 850.00 650.00 40.00 530.00 48.00 10.00 2,800.00 68.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Cargo Truck (5 T) Minor Tools (10 % of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Portland Cement b. Sand c. Gravel d. Form Lumber, Good - 4 uses e. 3"Ø G.I. Pipe f. Plate g. Bolts, 5mm Ø h. Sign Face, 3mm thk. Aluminum Sheet i. Assorted CWN (1 kg./100 bd.ft. of Lumber)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

605(2)b

Regulatory Signs (90cm Triangle) ea. 1.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Hourly Rate

1

0.25

712.00

Unit

Quantity

Unit Cost

bag cu.m. cu.m. bd.ft. m. kg. pc. pc. kg.

0.48 0.025 0.050 8 3.10 2 12 1 0.08

220.00 850.00 650.00 40.00 530.00 48.00 10.00 4,200.00 68.00

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Cargo Truck (5 T) Minor Tools (10 % of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00 ea. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials a. Portland Cement b. Sand c. Gravel d. Form Lumber, Good - 4 uses e. 3"Ø G.I. Pipe f. Plate g. Bolts, 5mm Ø h. Sign Face, 3mm thk. Aluminum Sheet i. Assorted CWN (1 kg./100 bd.ft. of Lumber)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% of G 8% of G 12% of (G + H + I) (G + H + I + J)

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour Amount

: : :

605(2)c

Regulatory Signs (60cm Octagon) ea. 1.00

Designation

No. of Person

No. of Hours

1 1 2

1 1 1

No of Units

No. of Hours

1

0.25

Unit

Quantity

bag cu.m. cu.m. bd.ft. m. kg. pc. pc. kg.

0.48 0.025 0.050 8 3.10 2 12 1 0.08

A. Labor 109.19 318.80 491.52

a. Construction Foreman b. Skilled Laborer c. Laborer

919.51

Sub - Total for A

Amount

Name and Capacity B. Equipment

148.88 172.00 53.25 91.95

466.08 1,385.59 79.18

a. Cargo Truck (5 T) Minor Tools (10 % of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00 ea. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

158.40 34.00 52.00 49.00 121.60 8.16

423.16 502.34 45.21 40.19 70.53 658.26

a. Portland Cement b. Sand c. Gravel d. Form Lumber, Good - 4 uses e. 3"Ø G.I. Pipe f. Plate g. Bolts, 5mm Ø h. Sign Face, 3mm thk. Aluminum Sheet i. Assorted CWN (1 kg./100 bd.ft. of Lumber)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% 8% 12%

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour Amount

: : :

605(2)d

Regulatory Signs (90cm Octagon) ea. 1.00

Designation

No. of Person

No. of Hours

1 1 2

1 1 1

No of Units

No. of Hours

1

0.25

Unit

Quantity

bag cu.m. cu.m. bd.ft. m. kg. pc. pc. kg.

0.48 0.025 0.050 8 3.10 2 12 1 0.08

A. Labor 109.19 318.80 491.52

a. Construction Foreman b. Skilled Laborer c. Laborer

919.51

Sub - Total for A

Amount

Name and Capacity B. Equipment

148.88 172.00 53.25 91.95

466.08 1,385.59 79.18

a. Cargo Truck (5 T) Minor Tools (10 % of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00 ea. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

158.40 34.00 52.00 65.60 4.76

314.76 393.94 35.45 31.51 55.31 516.21

a. Portland Cement b. Sand c. Gravel d. Form Lumber, Good - 4 uses e. 3"Ø G.I. Pipe f. Plate g. Bolts, 5mm Ø h. Sign Face, 3mm thk. Aluminum Sheet i. Assorted CWN (1 kg./100 bd.ft. of Lumber)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% 8% 12%

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour Amount

: : :

605(3)a

Informative Signs (12"x24") ea. 1.00

Designation

No. of Person

No. of Hours

1 1 2

1 1 1

No of Units

No. of Hours

1

0.25

Unit

Quantity

bag cu.m. cu.m. bd.ft. m. kg. pc. pc. kg.

1.320 0.073 0.145 8 3.10 2 12 1 0.08

A. Labor 109.19 318.80 491.52

a. Construction Foreman b. Skilled Laborer c. Laborer

919.51

Sub - Total for A

Amount

Name and Capacity B. Equipment

148.88 172.00 53.25 91.95

466.08 1,385.59 134.52

a. Cargo Truck (5 T) Minor Tools (10 % of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00 ea. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

283.80 59.50 91.00 42.00 114.70 7.48 11.97

610.45 744.97 67.05 59.60 104.59 976.21

a. Portland Cement b. Sand c. Gravel d. Form Lumber, Good - 4 uses e. 3"Ø G.I. Pipe f. Plate g. Bolts, 5mm Ø h. Sign Face, 3mm thk. Aluminum Sheet i. Assorted CWN (1 kg./100 bd.ft. of Lumber)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% 8% 12%

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour Amount

: : :

605(3)b

Informative Signs (12"x48") ea. 1.00

Designation

No. of Person

No. of Hours

1 1 2

1 1 1

No of Units

No. of Hours

1

0.25

Unit

Quantity

bag cu.m. cu.m. bd.ft. m. kg. pc. pc. kg.

1.320 0.073 0.145 8 3.10 2 12 1 0.08

A. Labor 109.19 79.70 61.44

a. Construction Foreman b. Skilled Laborer c. Laborer

250.33

Sub - Total for A

Amount

Name and Capacity B. Equipment

480.60 25.03

505.63 755.96 188.99

a. Cargo Truck (5 T) Minor Tools (10 % of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00 ea. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

690.00 34.50

724.50 913.49 82.21 73.08 128.25 1,197.04

a. Portland Cement b. Sand c. Gravel d. Form Lumber, Good - 4 uses e. 3"Ø G.I. Pipe f. Plate g. Bolts, 5mm Ø h. Sign Face, 3mm thk. Aluminum Sheet i. Assorted CWN (1 kg./100 bd.ft. of Lumber)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% 8% 12%

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour Amount

: : :

605(3)c

Informative Signs (18"x24") ea. 1.00

Designation

No. of Person

No. of Hours

1 1 2

1 1 1

No of Units

No. of Hours

1

0.25

Unit

Quantity

bag cu.m. cu.m. bd.ft. m. kg. pc. pc. kg.

1.320 0.073 0.145 8 3.10 2 12 1 0.08

A. Labor 109.19 79.70 61.44

a. Construction Foreman b. Skilled Laborer c. Laborer

250.33

Sub - Total for A

Amount

Name and Capacity B. Equipment

480.60

a. Cargo Truck (5 T)

25.03

Minor Tools (10 % of Labor)

505.63 755.96 188.99

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00 ea. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

680.00 34.00

714.00 902.99 81.27 72.24 126.78

a. Portland Cement b. Sand c. Gravel d. Form Lumber, Good - 4 uses e. 3"Ø G.I. Pipe f. Plate g. Bolts, 5mm Ø h. Sign Face, 3mm thk. Aluminum Sheet i. Assorted CWN (1 kg./100 bd.ft. of Lumber)

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% 8% 12%

1,183.28

K. Total Unit Cost

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour Amount

: : :

605(3)d

Informative Signs (18"x48") ea. 1.00

Designation

No. of Person

No. of Hours

1 1 2

1 1 1

No of Units

No. of Hours

1

0.25

Unit

Quantity

bag cu.m. cu.m. bd.ft. m. kg. pc. pc. kg.

1.320 0.073 0.145 8 3.10 2 12 1 0.08

A. Labor 109.19 79.70 61.44

a. Construction Foreman b. Skilled Laborer c. Laborer

250.33

Sub - Total for A

Amount

Name and Capacity B. Equipment

480.60

a. Cargo Truck (5 T)

25.03

Minor Tools (10 % of Labor)

505.63 755.96 251.99

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00 ea. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

1,750.00 87.50

1,837.50 2,089.49 188.05 167.16 293.36

a. Portland Cement b. Sand c. Gravel d. Form Lumber, Good - 4 uses e. 3"Ø G.I. Pipe f. Plate g. Bolts, 5mm Ø h. Sign Face, 3mm thk. Aluminum Sheet i. Assorted CWN (1 kg./100 bd.ft. of Lumber)

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% 8% 12%

2,738.06

K. Total Unit Cost

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour Amount

: : :

606(1)

Pavement Marking (Premix Reflectorized) sq.m. 10.00

Designation

No. of Person

No. of Hours

1 1 2

1 1 1

No of Units

No. of Hours

1

0.05

Unit

Quantity

lit.

1.00

A. Labor 109.19 318.80 737.28

a. Construction Foreman b. Skilled Laborer c. Laborer

1,165.27

Sub - Total for A

Amount

Name and Capacity B. Equipment

5,116.00

a. Cargo Truck (5 T)

297.76 1,208.03 1,733.00 545.00 1,065.00 167.38 58.26

Minor Tools (5% of Labor)

10,190.43 11,355.70 70.53

Sub - Total for B C. Total (A + B) D. Output per hour = 10.00 sq.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

8.12 5.28 115.00 46.75 65.00 209.00

449.15 519.68 46.77 41.57 72.96

a. Pavement Markings (White) Miscellaneous (5% of above)

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% 8% 12%

680.99

K. Total Unit Cost

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour Amount

: : :

606(2)a

Pavement Markings (Reflectorized Thermoplastic) sq.m. 10.00

Designation

No. of Person

No. of Hours

1 1 2

1 1 1

No of Units

No. of Hours

1

0.05

Unit

Quantity

lit.

1.00

A. Labor 109.19 318.80 737.28

a. Construction Foreman b. Skilled Laborer c. Laborer

1,165.27

Sub - Total for A

Amount

Name and Capacity B. Equipment

172.00

a. Cargo Truck (5 T)

297.76 133.13 167.38 58.26

828.53 1,993.80 99.69

Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 10.00 sq.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

8.12 5.28 115.00 46.75 65.00 209.00

449.15 548.84 49.40 43.91 77.06

a. Reflectorized Traffic Paint (White) Miscellaneous (5% of above)

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% 8% 12%

719.20

K. Total Unit Cost

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour Amount

: : :

606(2)b

Pavement Markings (Reflectorized Thermoplastic) sq.m. 10.00

Designation

No. of Person

No. of Hours

1 1 2

1 1 1

No of Units

No. of Hours

1

0.05

Unit

Quantity

lit.

1.00

A. Labor 109.19 79.70 122.88

a. Construction Foreman b. Skilled Laborer c. Laborer

311.77

Sub - Total for A

Amount

Name and Capacity B. Equipment

29.78

a. Cargo Truck (5 T)

55.10 31.18

116.05 427.82 213.91

Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 10.00 sq.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

106.16 286.00 38.50 135.30 47.50 6.58 9.52

629.56 843.47 75.91 67.48 118.42

a. Reflectorized Traffic Paint (Yellow) Miscellaneous (5% of above)

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% 8% 12%

1,105.29

K. Total Unit Cost

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour Amount

: : :

607

Reflective Pavement Studs (4" RPM) ea. 10.00

Designation

No. of Person

No. of Hours

1 3

1 1

No of Units

No. of Hours

A. Labor 109.19 79.70 122.88

a. Construction Foreman b. Laborer

311.77

Sub - Total for A

Amount

Name and Capacity B. Equipment

55.10

a. Drill, CP-8 with attachment

1

1

31.18

b. Cargo Truck (5 T) c. Compressor (20 Hp) Minor Tools (5% of Labor)

1 1

0.25 1

Unit

Quantity

pc.

1

lit.

0.012

86.28 398.05 99.51

Sub - Total for B C. Total (A + B) D. Output per hour = 10.00 ea. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

3,320.00

3,320.00 3,419.51 307.76 273.56 480.10

a. Reflective Stud Catcheye Raised Surface 100mm x 100mm (type depends on the req.) b. Concrete Epoxy A & B

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% 8% 12%

4,480.93

K. Total Unit Cost

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

Amount

608(1)

Furnishing and Placing Topsoil cu.m. 1.25

Designation

No. of Person

No. of Hours

1 2 2

1 1 1

No of Units

No. of Hours

1

1

Unit

Quantity

cu.m.

1.05

A. Labor 109.19 79.70 122.88

a. Construction Foreman b. Skilled Laborer c. Laborer

311.77

Sub - Total for A

Amount

Name and Capacity B. Equipment

29.78

a. Plate Compactor

55.10 31.18

Minor Tools (10% of Labor)

116.05 427.82 213.91

Sub - Total for B C. Total (A + B) D. Output per hour = 1.25 cu.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

102.00 280.00 38.50 135.30 47.50 6.58 9.52

619.40 833.31 75.00 66.66 117.00

a. Topsoil

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% 8% 12%

1,091.97

K. Total Unit Cost

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

Amount

608(2)

Placing Topsoil cu.m. 1.25

Designation

No. of Person

No. of Hours

1 2 2

1 1 1

No of Units

No. of Hours

1

1

Unit

Quantity

A. Labor 109.19 79.70 122.88

a. Construction Foreman b. Skilled Laborer c. Laborer

311.77

Sub - Total for A

Amount

Name and Capacity B. Equipment

55.10

a. Plate Compactor

31.18

Minor Tools (10% of Labor)

86.28 398.05 99.51

Sub - Total for B C. Total (A + B) D. Output per hour = 1.25 cu.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

1,650.00

1,650.00 1,749.51 157.46 139.96 245.63

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% 8% 12%

2,292.56

K. Total Unit Cost

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour Amount

: : :

609

Sprigging sq.m. 35.00

Designation

No. of Person

No. of Hours

1 2 2

1 1 1

No of Units

No. of Hours

1

0.25

Unit

Quantity

sq.m. kg.

1.05 0.10

A. Labor 163.79 119.55 184.32

a. Construction Foreman b. Skilled Laborer c. Laborer

467.66

Sub - Total for A

Amount

Name and Capacity B. Equipment

551.00

a. Water Truck (1000 gal.)

14.89 46.77

Minor Tools (10% of Labor)

612.65 1,080.31 1,080.31

Sub - Total for B C. Total (A + B) D. Output per hour = 35.00 sq.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

625.60 303.60 211.40 71.50 170.50 39.60 95.00 6.58 4.76

1,528.54 2,608.85 234.80 208.71 366.28

a. Sprigs b. Fertilizer

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% 8% 12%

3,418.64

K. Total Unit Cost

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour Amount

: : :

610

Sodding sq.m. 25.00

Designation

No. of Person

No. of Hours

1 8

1 1

No of Units

No. of Hours

1

0.50

Unit

Quantity

sq.m.

1.05

A. Labor 163.79 119.55 184.32

a. Construction Foreman b. Laborer

467.66

Sub - Total for A

Amount

Name and Capacity B. Equipment

551.00 7.44 46.77

605.21 1,072.86 536.43

a. Water Truck (1000 gal.) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 25.00 sq.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

4,150.00 323.00 95.00

4,568.00 5,104.43 459.40 408.35 716.66 6,688.85

a. Sods

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% 8% 12%

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour Amount

: : :

611(1)

Trees (Furnishing and Transplanting), 150mm dia. or less ea. 1.00

Designation

No. of Person

No. of Hours

1 1 2

1 1 1

No of Units

No. of Hours

1 1 1

1 1 0.50

Unit

Quantity

pc. kg. pc. sq.m. kg.

1 3 3 3 0.25

A. Labor 109.19 122.88

a. Construction Foreman b. Skilled Laborer c. Laborer

232.07

Sub - Total for A

Amount

Name and Capacity B. Equipment

23.21

a. Cargo Truck (10 T) b. Backhoe (0.80 cu.m.) c. Water Truck (1000 gal.) Minor Tools (10% of Labor) Note: Includes watering for three (3) months

23.21 255.28 5.11

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00 ea. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

1,240.00 85.00 66.25

1,391.25 1,396.36 125.67 111.71 196.05 1,829.78

a. Trees (Delivered at Site) b. Fertilizers c. Bamboo Pole d. Polyethylene Sheets e. Tie Wire

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% 8% 12%

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour Amount

: : :

611(2)

Trees (Transplanting), 150mm dia. or less ea. 1.00

Designation

No. of Person

No. of Hours

1 1 2

1 1 1

No of Units

No. of Hours

1 1 1

1 1 0.50

Unit

Quantity

kg. pc. sq.m. kg.

3 3 3 0.25

A. Labor 109.19 159.40 491.52

a. Construction Foreman b. Skilled Laborer c. Laborer

760.11

Sub - Total for A

Amount

Name and Capacity B. Equipment

172.00 148.88 106.50 178.00 76.01

681.39 1,441.50 1,253.48

a. Cargo Truck (10 T) b. Backhoe (0.80 cu.m.) c. Water Truck (1000 gal.) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00 ea. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

919.60 187.00 279.50 486.00 917.28 165.00 115.50 132.00 32.45 650.00 194.22 4,078.55 5,332.03 479.88 426.56 748.62 6,987.09

a. Fertilizers b. Bamboo Pole c. Polyethylene Sheets d. Tie Wire

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% 8% 12%

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour Amount

: : :

612(1)

Reflectorized Thermoplastic Pavement Markings (White) sq.m. 25.00

Designation

No. of Person

No. of Hours

1 2 6

1 1 1

No of Units

No. of Hours

1 1 1

1 1 1

Unit

Quantity

bag bag liter cyl. cyl. kg.

0.325 0.033 0.120 0.004 0.002 0.125

A. Labor 109.19 159.40 245.76

a. Construction Foreman b. Skilled Laborer c. Laborer

514.35

Sub - Total for A

Amount

Name and Capacity B. Equipment

86.00 74.44 53.25 275.50 25.72

514.91 1,029.26 245.06

a. Cargo Truck/Delivery Truck (5 T) b. Applicator Machine c. Kneading Machine Minor Tools (10 % of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 25.00 sq.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

72.60 15.30 23.40 1,950.00 43.75 80.00 160.00 3.76 5.44 14.00 42.00

2,410.25 2,655.31 238.98 212.42 372.81 3,479.52

a. Thermoplastic Paint (White) b. Glass Beads c. Primer d. LPG (50 kg.) e. LPG (12 kg.) f. Calsumine Miscellaneous (5% of Materials)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% 8% 12%

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour Amount

: : :

612(2)

Reflectorized Thermoplastic Pavement Markings (Yellow) sq.m. 25.00

Designation

No. of Person

No. of Hours

1 2 6

1 1 1

No of Units

No. of Hours

1 1 1

1 1 1

Unit

Quantity

bag bag liter cyl. cyl. kg.

0.325 0.033 0.120 0.004 0.002 0.125

A. Labor 109.19 79.70 122.88

a. Construction Foreman b. Skilled Laborer c. Laborer

311.77

Sub - Total for A

Amount

Name and Capacity B. Equipment

1,102.00 15.59

1,117.59 1,429.36 238.23

a. Cargo Truck/Delivery Truck (5 T) b. Applicator Machine c. Kneading Machine Minor Tools (10 % of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 25.00 sq.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

1,350.00

1,350.00 1,588.23 142.94 127.06 222.99 2,081.21

a. Thermoplastic Paint (Yellow)) b. Glass Beads c. Primer d. LPG (50 kg.) e. LPG (12 kg.) f. Calsumine Miscellaneous (5% of Materials)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% 8% 12%

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour Amount

: : :

613

Concrete Joint Sealant (Hot Poured Elastic and Cold-Applied Types) kg. 20.00 .

Designation

No. of Person

No. of Hours

1 6

1 1

No of Units

No. of Hours

1

1

Unit

Quantity

kg.

1.05

A. Labor 109.19 159.40 245.76

a. Construction Foreman b. Laborer

514.35

Sub - Total for A

Amount

Name and Capacity B. Equipment

551.00 51.44

602.44 1,116.79 223.36

a. Asphalt Kettle/Drum Minor Tools (5% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 20.00 kg. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

1,320.30 366.85 560.00 112.36

2,359.51 2,582.86 232.46 206.63 362.63 3,384.59

a. Blown Asphalt Miscellaneous (5% of Materials)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% 8% 12%

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour Amount

: : :

620(a)

Chevron Signs (450mmx600mm) ea. 1.00

Designation

No. of Person

No. of Hours

1 1 2

1 1 1

No of Units

No. of Hours

1

0.25

Unit

Quantity

bag cu.m. cu.m. bd.ft. m. kg. pc. pc. pc. kg.

0.48 0.025 0.050 8 3.25 5 3 12 2 0.08

A. Labor 109.19 79.70 122.88

a. Construction Foreman b. Skilled Laborer c. Laborer

311.77

Sub - Total for A

Amount

Name and Capacity B. Equipment

39.10 31.18

70.28 382.05 21.22

a. Cargo Truck (5 T) Minor Tools (10 % of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00 ea. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

15.00 24.96 54.37 1.89

96.22 117.44 10.57 9.40 16.49 153.90

a. Portland Cement b. Sand c. Gravel d. Form Lumber, Good - 4 uses e. 75mm Ø G.I. Pipe f. G.I. Flat Bar, 1 1/2"x1/8" g. G.I. Bolts w/ Nuts & Washer, 5mm Ø h. G.I. Bolts w/ Nuts & Washer, 2mm Ø i. Sign Face, 3mm thk. Aluminum Sheet j. Assorted CWN (1 kg./100 bd.ft. of Lumber) Miscellaneous (0.3% of Materials)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% 8% 12%

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour Amount

: : :

620(b)

Chevron Signs (600mmx800mm) ea. 1.00

Designation

No. of Person

No. of Hours

1 1 2

1 1 1

No of Units

No. of Hours

1

0.25

Unit

Quantity

bag cu.m. cu.m. bd.ft. m. kg. pc. pc. pc. kg.

0.48 0.025 0.050 8 3.45 5 3 12 2 0.08

A. Labor 109.19 159.40 491.52

a. Construction Foreman b. Skilled Laborer c. Laborer

760.11

Sub - Total for A

Amount

Name and Capacity B. Equipment

172.00 74.44 106.50 195.50 76.01

624.45 1,384.56 276.91

a. Cargo Truck (5 T) Minor Tools (10 % of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 1.00 ea. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

357.06 72.25 111.15 661.67 45.00 136.80 570.00 6.72 12.00 268.89 112.08

2,353.61 2,630.53 236.75 210.44 369.33 3,447.04

a. Portland Cement b. Sand c. Gravel d. Form Lumber, Good - 4 uses e. 75mm Ø G.I. Pipe f. G.I. Flat Bar, 1 1/2"x1/8" g. G.I. Bolts w/ Nuts & Washer, 5mm Ø h. G.I. Bolts w/ Nuts & Washer, 2mm Ø i. Sign Face, 3mm thk. Aluminum Sheet j. Assorted CWN (1 kg./100 bd.ft. of Lumber) Miscellaneous (0.2% of Materials)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% 8% 12%

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour Amount

: : :

622(1)a

Bio-Engineering Solutions (Coco-net) sq.m. 50.00

Designation

No. of Person

No. of Hours

1 8

1 1

No of Units

No. of Hours

1

0.25

Unit

Quantity

sq.m.

1.05

A. Labor 163.79 239.10 184.32

a. Construction Foreman b. Laborer

587.21

Sub - Total for A

Amount

Name and Capacity B. Equipment

129.00 109.88 175.75 53.25 58.72

526.60 1,113.80 1,113.80

a. Water Truck (1000 gal.) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 50.00 sq.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

463.10 80.75 120.25 824.60 19.36 133.00 226.95 15.44

1,883.45 2,997.25 269.75 239.78 420.81 3,927.60

a. Erosion Control Net CGN 400 w/ 5 % wastage (Price includes bamboo pegs)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% 8% 12%

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour Amount

: : :

622(1)b

Bio-Engineering Solutions (Coco-net) sq.m. 50.00

Designation

No. of Person

No. of Hours

1 8

1 1

No of Units

No. of Hours

1

0.25

Unit

Quantity

sq.m.

1.05

A. Labor 327.57 239.10 368.64

a. Construction Foreman b. Laborer

935.31

Sub - Total for A

Amount

Name and Capacity B. Equipment

782.00 93.53

875.53 1,810.84 1,810.84

a. Water Truck (1000 gal.) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 50.00 sq.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

7,750.00 13,992.00 598.90 64.28 467.66 0.54

22,873.38 24,684.23 2,221.58 1,974.74 3,465.67 32,346.21

a. Erosion Control Net CGN 700 w/ 5 % wastage (Price includes bamboo pegs)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% 8% 12%

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour Amount

: : :

622(2)a

Bio-Engineering Solutions (Coco-logs/Fascine) l.m. 15.00

Designation

No. of Person

No. of Hours

1 8

1 1

No of Units

No. of Hours

Unit

Quantity

l.m.

1.05

A. Labor 109.19 79.70 122.88

a. Construction Foreman b. Laborer

311.77

Sub - Total for A

Amount

Name and Capacity B. Equipment

178.00 31.18

209.18 520.95 520.95

Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 15.00 l.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

105.60 21.25 32.50 80.00 1,643.00 96.00 120.00 2,800.00 5.44

4,903.79 5,424.74 488.23 433.98 761.63 7,108.58

a. Coco Fiber Roll (CGR 200) (Price includes nylon ropes and live stakes)

`

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% 8% 12%

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour Amount

: : :

622(2)b

Bio-Engineering Solutions (Coco-logs/Fascine) l.m. 15.00

Designation

No. of Person

No. of Hours

1 8

1 1

No of Units

No. of Hours

Unit

Quantity

l.m.

1.05

A. Labor 109.19 79.70 122.88

a. Construction Foreman b. Laborer

311.77

Sub - Total for A

Amount

Name and Capacity B. Equipment

178.00 31.18

209.18 520.95 520.95

Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 15.00 l.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

105.60 21.25 32.50 80.00 1,643.00 96.00 120.00 4,200.00 5.44

6,303.79 6,824.74 614.23 545.98 958.19 8,943.14

a. Coco Fiber Roll (CGR 300) (Price includes nylon ropes and live stakes)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% 8% 12%

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour Amount

: : :

622(3)a

Bio-Engineering Solutions (Vegetation) sq.m. 62.50

Designation

No. of Person

No. of Hours

1 2

1 1

No of Units

No. of Hours

1 1

1 1

Unit

Quantity

sq.m.

1.05

A. Labor 109.19 79.70 122.88

a. Construction Foreman b. Laborer

311.77

Sub - Total for A

Amount

Name and Capacity B. Equipment

178.00 31.18

209.18 520.95 520.95

a. Hydroseeding Machine b. Water Truck (1000 gal.) (including maintenance time)

Sub - Total for B C. Total (A + B) D. Output per hour = 62.50 sq.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

105.60 21.25 32.50 80.00 1,643.00 96.00 120.00 2,800.00 5.44

4,903.79 5,424.74 488.23 433.98 761.63 7,108.58

a. Grass Cover (Price includes grass seeds, mulch, cocopeat & binding agent for hydroseeding)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% 8% 12%

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour Amount

: : :

622(3)b

Bio-Engineering Solutions (Vegetation) sq.m. 35.00

Designation

No. of Person

No. of Hours

1 8

1 1

No of Units

No. of Hours

1

0.50

Unit

Quantity

sq.m.

1.05

A. Labor 109.19 79.70 122.88

a. Construction Foreman b. Laborer

311.77

Sub - Total for A

Amount

Name and Capacity B. Equipment

178.00 31.18

209.18 520.95 520.95

a. Water Truck (1000 gal.) Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 35.00 sq.m. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials

105.60 21.25 32.50 80.00 1,643.00 96.00 120.00 4,200.00 5.44

6,303.79 6,824.74 614.23 545.98 958.19 8,943.14

a. Vetiver Grass System (Price includes cocopeat fertilizer)

G. H. I. J. K.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT) Total Unit Cost

9% 8% 12%

DETAILED UNIT PRICE ANALYSIS (DUPA) Regulatory Signs (60cm Octagon)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 79.70 122.88

311.77 Hourly Rate

Amount

712.00

178.00 31.18

209.18 520.95 520.95 Unit Cost

Amount

220.00 850.00 650.00 40.00 530.00 70.78 10.00 4,500.00 68.00

105.60 21.25 32.50 80.00 1,643.00 141.56 120.00 4,500.00 5.44

of G of G of (G + H + I) (G + H + I + J)

6,649.35 7,170.30 645.33 573.62 1,006.71 9,395.96

DETAILED UNIT PRICE ANALYSIS (DUPA) Regulatory Signs (90cm Octagon)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 79.70 122.88

311.77 Hourly Rate

Amount

712.00

178.00 31.18

209.18 520.95 520.95 Unit Cost

Amount

220.00 850.00 650.00 40.00 530.00 48.00 10.00 7,500.00 68.00

105.60 21.25 32.50 80.00 1,643.00 96.00 120.00 7,500.00 5.44

of G of G of (G + H + I) (G + H + I + J)

9,603.79 10,124.74 911.23 809.98 1,421.51 13,267.46

DETAILED UNIT PRICE ANALYSIS (DUPA) Informative Signs (12"x24")

Hourly Rate

Amount

109.19 79.70 61.44

109.19 79.70 122.88

311.77 Hourly Rate

Amount

712.00

178.00 31.18

209.18 520.95 520.95 Unit Cost

Amount

220.00 850.00 650.00 40.00 530.00 48.00 10.00 2,750.00 68.00

290.40 62.05 94.25 80.00 1,643.00 96.00 120.00 2,750.00 5.44

of G of G of (G + H + I) (G + H + I + J)

5,141.14 5,662.09 509.59 452.97 794.96 7,419.60

DETAILED UNIT PRICE ANALYSIS (DUPA) Informative Signs (12"x48")

Hourly Rate

Amount

109.19 79.70 61.44

109.19 79.70 122.88

311.77 Hourly Rate

Amount

712.00

178.00 31.18

209.18 520.95 520.95 Unit Cost

Amount

220.00 850.00 650.00 40.00 530.00 48.00 10.00 5,450.00 68.00

290.40 62.05 94.25 80.00 1,643.00 96.00 120.00 5,450.00 5.44

of G of G of (G + H + I) (G + H + I + J)

7,841.14 8,362.09 752.59 668.97 1,174.04 10,957.68

DETAILED UNIT PRICE ANALYSIS (DUPA) Informative Signs (18"x24")

Hourly Rate

Amount

109.19 79.70 61.44

109.19 79.70 122.88

311.77 Hourly Rate

Amount

712.00

178.00 31.18

209.18 520.95 520.95 Unit Cost

Amount

220.00 850.00 650.00 40.00 530.00 48.00 10.00 3,750.00 68.00

290.40 62.05 94.25 80.00 1,643.00 96.00 120.00 3,750.00 5.44

of G of G of (G + H + I)

6,141.14 6,662.09 599.59 532.97 935.36

(G + H + I + J)

8,730.00

DETAILED UNIT PRICE ANALYSIS (DUPA) Informative Signs (18"x48")

Hourly Rate

Amount

109.19 79.70 61.44

109.19 79.70 122.88

311.77 Hourly Rate

Amount

712.00

178.00 31.18

209.18 520.95 520.95 Unit Cost

Amount

220.00 850.00 650.00 40.00 530.00 48.00 10.00 8,200.00 68.00

290.40 62.05 94.25 80.00 1,643.00 96.00 120.00 8,200.00 5.44

of G of G of (G + H + I)

10,591.14 11,112.09 1,000.09 888.97 1,560.14

(G + H + I + J)

14,561.28

DETAILED UNIT PRICE ANALYSIS (DUPA) Pavement Marking (Premix Reflectorized)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 79.70 122.88

311.77 Hourly Rate

Amount

712.00

35.60 15.59

51.19 362.96 36.30 Unit Cost

Amount

450.00

450.00 22.50

of G of G of (G + H + I)

472.50 508.80 45.79 40.70 71.43

(G + H + I + J)

666.73

DETAILED UNIT PRICE ANALYSIS (DUPA) Pavement Markings (Reflectorized Thermoplastic)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 79.70 122.88

311.77 Hourly Rate

Amount

712.00

35.60 31.18

66.78 378.55 37.85 Unit Cost

Amount

450.00

450.00 22.50

of G of G of (G + H + I)

472.50 510.35 45.93 40.83 71.65

(G + H + I + J)

668.77

DETAILED UNIT PRICE ANALYSIS (DUPA) Pavement Markings (Reflectorized Thermoplastic)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 79.70 122.88

311.77 Hourly Rate

Amount

712.00

35.60 31.18

66.78 378.55 37.85 Unit Cost

Amount

475.00

475.00 23.75

of G of G of (G + H + I)

498.75 536.60 48.29 42.93 75.34

(G + H + I + J)

703.17

DETAILED UNIT PRICE ANALYSIS (DUPA)

Hourly Rate

Amount

109.19 61.44

109.19 184.32

293.51 Hourly Rate

Amount

201.25

201.25

712.00 189.00

178.00 189.00 14.68

582.93 876.44 87.64 Unit Cost

Amount

3,465.00

3,465.00

1,200.00

14.40

of G of G of (G + H + I)

3,479.40 3,567.04 321.03 285.36 500.81

(G + H + I + J)

4,674.25

DETAILED UNIT PRICE ANALYSIS (DUPA)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 159.40 122.88

391.47 Hourly Rate

Amount

123.00

123.00 39.15

162.15 553.62 442.89 Unit Cost

Amount

490.00

514.50

of G of G of (G + H + I)

514.50 957.39 86.17 76.59 134.42

(G + H + I + J)

1,254.57

DETAILED UNIT PRICE ANALYSIS (DUPA)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 159.40 122.88

391.47 Hourly Rate

Amount

123.00

123.00 39.15

162.15 553.62 442.89 Unit Cost

of G of G of (G + H + I)

Amount

0.00 442.89 39.86 35.43 62.18

(G + H + I + J)

580.37

DETAILED UNIT PRICE ANALYSIS (DUPA)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 159.40 122.88

391.47 Hourly Rate

Amount

1,065.00

266.25 39.15

305.40 696.87 19.91 Unit Cost

Amount

89.00 26.00

93.45 2.60

of G of G of (G + H + I)

96.05 115.96 10.44 9.28 16.28

(G + H + I + J)

151.95

DETAILED UNIT PRICE ANALYSIS (DUPA)

Hourly Rate

Amount

109.19 61.44

109.19 491.52

600.71 Hourly Rate

Amount

1,065.00

532.50 60.07

592.57 1,193.28 47.73 Unit Cost

Amount

89.00

93.45

of G of G of (G + H + I) (G + H + I + J)

93.45 141.18 12.71 11.29 19.82 185.00

DETAILED UNIT PRICE ANALYSIS (DUPA) Trees (Furnishing and Transplanting), 150mm dia. or less

Hourly Rate

Amount

109.19 79.70 61.44

109.19 79.70 122.88

311.77 Hourly Rate

Amount

1,102.00 1,537.00 1,065.00

1,102.00 1,537.00 532.50 31.18

3,202.68 3,514.45 3,514.45 Unit Cost

Amount

400.00 26.00 50.00 10.00 46.67

400.00 78.00 150.00 30.00 11.67

of G of G of (G + H + I) (G + H + I + J)

669.67 4,184.11 376.57 334.73 587.45 5,482.86

DETAILED UNIT PRICE ANALYSIS (DUPA)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 79.70 122.88

311.77 Hourly Rate

Amount

1,102.00 1,537.00 1,065.00

1,102.00 1,537.00 532.50 31.18

3,202.68 3,514.45 3,514.45 Unit Cost

Amount

26.00 50.00 10.00 46.67

78.00 150.00 30.00 11.67

of G of G of (G + H + I) (G + H + I + J)

269.67 3,784.11 340.57 302.73 531.29 4,958.70

DETAILED UNIT PRICE ANALYSIS (DUPA) Reflectorized Thermoplastic Pavement Markings (White)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 159.40 368.64

637.23 Hourly Rate

Amount

712.00 93.75 187.50

712.00 93.75 187.50 63.72

1,056.97 1,694.20 67.77 Unit Cost

Amount

1,565.00 650.00 160.00 3,800.00 735.00 3.00

508.63 21.45 19.20 15.20 1.47 0.38 28.32

of G of G of (G + H + I) (G + H + I + J)

594.64 662.40 59.62 52.99 93.00 868.01

DETAILED UNIT PRICE ANALYSIS (DUPA) Reflectorized Thermoplastic Pavement Markings (Yellow)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 159.40 368.64

637.23 Hourly Rate

Amount

712.00 93.75 187.50

712.00 93.75 187.50 63.72

1,056.97 1,694.20 67.77 Unit Cost

Amount

1,780.00 650.00 175.00 3,800.00 735.00 3.00

578.50 21.45 21.00 15.20 1.47 0.38 31.90

of G of G of (G + H + I) (G + H + I + J)

669.89 737.66 66.39 59.01 103.57 966.63

DETAILED UNIT PRICE ANALYSIS (DUPA) Concrete Joint Sealant (Hot Poured Elastic and Cold-Applied Types)

Hourly Rate

Amount

109.19 61.44

109.19 368.64

477.83 Hourly Rate

Amount

10.00

10.00 23.89

33.89 511.72 25.59 Unit Cost

Amount

250.00

262.50 13.13

of G of G of (G + H + I) (G + H + I + J)

275.63 301.21 27.11 24.10 42.29 394.71

DETAILED UNIT PRICE ANALYSIS (DUPA) Chevron Signs (450mmx600mm)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 79.70 122.88

311.77 Hourly Rate

Amount

712.00

178.00 31.18

209.18 520.95 520.95 Unit Cost

Amount

220.00 850.00 650.00 40.00 530.00 48.00 10.00 10.00 3,750.00 68.00

105.60 21.25 32.50 80.00 1,722.50 240.00 30.00 120.00 7,500.00 5.44 29.57

of G of G of (G + H + I) (G + H + I + J)

9,886.86 10,407.81 936.70 832.62 1,461.26 13,638.39

DETAILED UNIT PRICE ANALYSIS (DUPA) Chevron Signs (600mmx800mm)

Hourly Rate

Amount

109.19 79.70 61.44

109.19 79.70 122.88

311.77 Hourly Rate

Amount

712.00

178.00 31.18

209.18 520.95 520.95 Unit Cost

Amount

220.00 850.00 650.00 40.00 530.00 48.00 10.00 10.00 7,500.00 68.00

105.60 21.25 32.50 80.00 1,828.50 240.00 30.00 120.00 15,000.00 5.44 34.93

of G of G of (G + H + I) (G + H + I + J)

17,498.22 18,019.16 1,621.72 1,441.53 2,529.89 23,612.31

DETAILED UNIT PRICE ANALYSIS (DUPA) Bio-Engineering Solutions (Coco-net)

Hourly Rate

Amount

109.19 61.44

109.19 491.52

600.71 Hourly Rate

Amount

1,065.00

266.25 60.07

326.32 927.03 18.54 Unit Cost

Amount

110.00

115.50

of G of G of (G + H + I) (G + H + I + J)

115.50 134.04 12.06 10.72 18.82 175.65

DETAILED UNIT PRICE ANALYSIS (DUPA) Bio-Engineering Solutions (Coco-net)

Hourly Rate

Amount

109.19 61.44

109.19 491.52

600.71 Hourly Rate

Amount

1,065.00

266.25 60.07

326.32 927.03 18.54 Unit Cost

Amount

156.00

163.80

of G of G of (G + H + I) (G + H + I + J)

163.80 182.34 16.41 14.59 25.60 238.94

DETAILED UNIT PRICE ANALYSIS (DUPA) Bio-Engineering Solutions (Coco-logs/Fascine)

Hourly Rate

Amount

109.19 61.44

109.19 491.52

600.71 Hourly Rate

Amount

60.07

60.07 660.78 44.05 Unit Cost

Amount

388.00

407.40

of G of G of (G + H + I) (G + H + I + J)

407.40 451.45 40.63 36.12 63.38 591.58

DETAILED UNIT PRICE ANALYSIS (DUPA) Bio-Engineering Solutions (Coco-logs/Fascine)

Hourly Rate

Amount

109.19 61.44

109.19 491.52

600.71 Hourly Rate

Amount

60.07

60.07 660.78 44.05 Unit Cost

Amount

509.00

534.45

of G of G of (G + H + I) (G + H + I + J)

534.45 578.50 52.07 46.28 81.22 758.07

DETAILED UNIT PRICE ANALYSIS (DUPA) Bio-Engineering Solutions (Vegetation)

Hourly Rate

Amount

109.19 61.44

109.19 122.88

232.07 Hourly Rate

Amount

952.00 1,065.00

952.00 1,065.00

2,017.00 2,249.07 35.99 Unit Cost

Amount

45.00

47.25

of G of G of (G + H + I) (G + H + I + J)

47.25 83.24 7.49 6.66 11.69 109.07

DETAILED UNIT PRICE ANALYSIS (DUPA) Bio-Engineering Solutions (Vegetation)

Hourly Rate

Amount

109.19 61.44

109.19 491.52

600.71 Hourly Rate

Amount

1,065.00

532.50 60.07

592.57 1,193.28 34.09 Unit Cost

Amount

70.00

73.50

of G of G of (G + H + I) (G + H + I + J)

73.50 107.59 9.68 8.61 15.11 140.99

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

SPL 2(a)

Crack and Seat sq.m. 35.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Rental Rate

a. Backhoe w/ Breaker (0.80 cu.m.)

1

1.00

b. Vibratory Roller (10 m.t.), SP56

1

0.75

2,074.95 1,507.00

c. Water Truck (1000 gal.)

1

0.10

1,065.00

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment

Sub - Total for B C. Total (A + B) D. Output per hour = 35.00 sq.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% of G 8% of G 12% of (G + H + I)

K. Total Unit Cost

(G + H + I + J)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour

: : :

SPL 2(b)

Crack and Seat sq.m. 30.00

Designation

No. of Person

No. of Hours

Hourly Rate

1 1 2

1 1 1

109.19 79.70 61.44

No of Units

No. of Hours

Rental Rate

1

1.00

1,485.84

1 1

0.75 0.10

1,507.00 1,065.00

Unit

Quantity

Unit Cost

A. Labor a. Construction Foreman b. Skilled Laborer c. Laborer

Sub - Total for A Name and Capacity B. Equipment a. Arrow Master D 500 (Additional 35% for Oil and Lubricants) b. Vibratory Roller (10 m.t.), SP56 c. Water Truck (1000 gal.)

Sub - Total for B C. Total (A + B) D. Output per hour = 30.00 sq.m. E. Direct Unit Cost (C ÷ D) Name and Specification F. Materials

Sub - Total for F G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) I. Contractor's Profit (CP)

9% of G 8% of G

J. Value Added Tax (VAT) K. Total Unit Cost

12% of (G + H + I) (G + H + I + J)

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour Amount

: : :

SPL 3(a)

Tree Planting pc. 60.00

Designation

No. of Person

No. of Hours

1 10

1 1

No of Units

No. of Hours

a. Cargo Truck (5 T)

1

0.25

b. Water Truck (1000 gal.)

1

0.25

Unit

Quantity

pc. bd.ft. kg. kg.

1 8 0.08 0.10

A. Labor 109.19 79.70 122.88

a. Construction Foreman b. Laborer

311.77

Sub - Total for A

Amount

Name and Capacity B. Equipment

2,074.95 1,130.25 106.50

3,311.70 3,623.47 103.53

Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 60.00 pc. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials a. Saplings b. Coco Lumber c. Assorted CWN (1 kg./100 bd.ft.) d. Fertilizers

0.00 103.53 9.32 8.28 14.54

G. H. I. J.

Sub - Total for F Direct Unit Cost (E + F) Overhead, Contingencies & Miscellaneous (OCM) Contractor's Profit (CP) Value Added Tax (VAT)

9% 8% 12%

135.66

K. Total Unit Cost

SIS (DUPA)

DETAILED UNIT PRICE ANALYSIS (DUPA) Item No./Description Unit of Measurement Output per hour Amount

: : :

SPL 3(b)

Tree Planting pc. 60.00

Designation

No. of Person

No. of Hours

1 10

1 1

No of Units

No. of Hours

a. Cargo Truck (5 T)

1

0.25

b. Water Truck (1000 gal.)

1

0.25

Unit

Quantity

pc. kg.

1 0.10

A. Labor 109.19 79.70 122.88

a. Construction Foreman b. Laborer

311.77

Sub - Total for A

Amount

Name and Capacity B. Equipment

1,485.84 1,130.25 106.50

2,722.59 3,034.36 101.15

Minor Tools (10% of Labor)

Sub - Total for B C. Total (A + B) D. Output per hour = 60.00 pc. E. Direct Unit Cost (C ÷ D)

Amount

Name and Specification F. Materials a. Saplings b. Fertilizers

0.00 101.15 9.10 8.09

Sub - Total for F G. Direct Unit Cost (E + F) H. Overhead, Contingencies & Miscellaneous (OCM) I. Contractor's Profit (CP)

9% 8%

14.20 132.54

J. Value Added Tax (VAT) K. Total Unit Cost

12%

DETAILED UNIT PRICE ANALYSIS (DUPA) Tree Planting

Hourly Rate

Amount

109.19 61.44

109.19 614.40

723.59 Hourly Rate

Amount

712.00 1,065.00

178.00 266.25 72.36

516.61 1,240.20 20.67 Unit Cost

Amount

50.00 20.00 68.00 50.00

50.00 160.00 5.44 5.00

of G of G of (G + H + I)

220.44 241.11 21.70 19.29 33.85

(G + H + I + J)

315.95

DETAILED UNIT PRICE ANALYSIS (DUPA) Tree Planting

Hourly Rate

Amount

109.19 61.44

109.19 614.40

723.59 Hourly Rate

Amount

712.00 1,065.00

178.00 266.25 72.36

516.61 1,240.20 20.67

of G of G

Unit Cost

Amount

50.00 26.00

50.00 2.60

52.60 73.27 6.59 5.86

of (G + H + I) (G + H + I + J)

10.29 96.01

ITEM NO. PART C 100(1) 100(2)a 100(2)b 100(3)a 100(3)b 101(1) 101(2) 101(2) 101(2) 101(2) 101(2)a 101(2)b 101(2)c 101(2)d 101(2)e 101(2)f 101(2)g 101(3)a.1 101(3)a.2 101(3)b 101(3)c 101(4)a 101(4)b 102(1) 102(2)a 102(2)b 102(3)a 102(3)b 102(3)c 102(3)d 102(4) 103(1)a 103(1)b 103(1)c 103(2)a 103(2)b 103(2)c 103(3) 103(4) 103(5)a 103(5)b 103(6) 104(1)a 104(1)b

DESCRIPTION EARTHWORKS Clearing and Grubbing (with Stripping) Individual Removal of Trees (small a,150-300mm Ø) Individual Removal of Trees (small b, 301-500mm Ø) Individual Removal of Trees (large a, 501-750mm Ø) Individual Removal of Trees (large b, 751-900mm Ø) Removal of Structures and Obstruction (other than concrete) Removal of Concrete Bridge Structures Removal of Steel Bridge Structures Removal of Stone Masonry Lined Drainage Structures Removal of Concrete Drainage Structures Removal of RCPC (24" dia.) - 610mm Removal of RCPC (30" dia.) - 760mm Removal of RCPC (36" dia.) - 910mm Removal of RCPC (42" dia.) - 1070mm Removal of RCPC (48" dia.) - 1220mm Removal of RCPC (60" dia.) - 1520mm Removal of Pipes other than Pipe Culverts (PVC/GI/Asbestos, up to 200mm Ø), L = 10 ft. Removal of Existing Concrete Pavement (0.23m thk.) Removal of Existing PCC Pavement, 0.23m thk. (for Reblocking at intermittent section)) Removal of Existing Asphalt Pavement (100mm thk.) Removal of Sidewalk Removal of Curb Removal of Existing Curbs & Gutter Roadway Excavation (Unsuitable) Roadway Excavation (Surplus Common) Roadway Excavation (Surplus Common) - w/ Backhoe Roadway Excavation (Surplus Soft Rock) - w/ Backhoe Roadway Excavation (Surplus Soft Rock) Roadway Excavation (Surplus Hard Rock) - Blasting Roadway Excavation (Surplus Hard Rock) - Blasting (Tunnel Excavation) Roadway Excavation (Unclassified) Structure Excavation (Common Soil) Structure Excavation (Soft Rock) Structure Excavation (Solid Rock) Bridge Excavation (Common Soil) Bridge Excavation (Soft Rock) Bridge Excavation (Solid Rock) Foundation Fill Excavation ordered below Plan Elevation Shoring Cribbing/Cofferdamming Pipe Culvert and Drain Excavation Embankment from Borrow Embankment from Roadway Excavation

ITEM NO. 104(2) 104(3) 104(4) 105(1) 105(2) 105(3) PART D

200 200(1) 201 201(1) 202 203 204 205 206 PART E 300(1) 300(2) 301(1) 301(2) 302(1) 302(2) 303(1) 303(2) 303(3) 303(4) 304(1) 304(2) 304(3) 304(4) 304(5) 305(1) 305(2) 305(3) 305(4) 306(a) 306(b) 306(1) 306(2) 307 308(a) 308(b) 309 310(a.1)

DESCRIPTION Selected Borrow for topping, case 1 Selected Borrow for topping, case 2 Earth Berm Subgrade Preparation (Common Material) Subgrade Preparation (Existing Pavement) Subgrade Preparation (Unsuitable Material) SUBBASE AND BASE COURSE Aggregate Subbase Course Aggregate Subbase Course (for intermittent Reblocking) Aggregate Base Course Aggregate Base Course (for Reblocking) Crushed Aggregate Base Course Lime Stabilized Road Mix Base Course Portland Cement Stabilized Road Mix Base Course Asphalt Stabilized Road Mix Base Course Portland Cement Treated Plant Mix Base Course SURFACE COURSE Gravel Surface Course (Uncrushed) Crushed Aggregate Surface Course Bituminous Prime Coat (MC Cut-back Asphalt) Bituminous Prime Coat (RC Cut-back Asphalt) Bituminous Tack Coat (RC Cut-back Asphalt) Bituminous Tack Coat (Emulsified Asphalt) Bituminous Seal Coat (Cover Aggregate) Bituminous Seal Coat (MC Cut-back Asphalt) Bituminous Seal Coat (RC Cut-back Asphalt) Bituminous Seal Coat (Asphalt Cement Penetration Grade 120-150) Bituminous Surface Treatment (Aggregate Grading) Bituminous Surface Treatment (Asphalt Cement Penetration Grade 120-150) Bituminous Surface Treatment (MC Cut-back Asphalt) Bituminous Surface Treatment (RC Cut-back Asphalt) Bituminous Surface Treatment (Emulsified Asphalt) Bituminous Penetration Macadam Pavement (Aggregates) Bituminous Penetration Macadam Pavement (Asphalt Cement) Bituminous Penetration Macadam Pavement (RC Cut-back Asphalt) Bituminous Penetration Macadam Pavement (Emulsified Asphalt) Bituminous Road Mix Surface Course (MC Cut-back Asphalt) Bituminous Road Mix Surface Course (Emulsified Asphalt) Aggregate for Bituminous Road Mix Surface Course Bituminous Material for Bituminous Road Mix Surface Course Bituminous Plant Mix Surface Course-General - 50mm thk. Cold Asphalt Plant Mix (Emulsified Asphalt) - 50mm thk. Cold Asphalt Plant Mix (Cut-back Asphalt) - 50mm thk. Bituminous Plant Mix (Stockpile Maintenance Mixture) Bituminous Concrete Surface Course, Hot Laid - 30mm thk. (Delivered)

ITEM NO. 310(a.2) 310(a.3) 310(b.1) 310(b.2) 310(b.3) 311(1)a.1 311(1)a.2 311(1)a.3 311(1)a.4 311(1)a.5 311(1)a.6 311(1)b.1 311(1)b.2 311(1)b.3 311(1)b.4 311(1)c 311(2) PART G 404 405

500(1)a 500(1)b

500(1)c 500(1)d 500(1)e 500(1)f 501(1) 501(2)

501(3) 502 502(4) 502(5) 502(6) 503(a) 503(b) 504(1)a 504(1)b 504(1)c 504(1)d 504(1)e 504(2)a 504(2)b 504(2)c 504(2)d 504(2)e 504(3)a

DESCRIPTION Bituminous Concrete Surface Course, Hot Laid - 40mm thk. (Delivered) Bituminous Concrete Surface Course, Hot Laid - 50mm thk. (Delivered) Bituminous Concrete Surface Course, Hot Laid - 30mm thk. (Batching Plant) Bituminous Concrete Surface Course, Hot Laid - 40mm thk. (Batching Plant) Bituminous Concrete Surface Course, Hot Laid - 50mm thk. (Batching Plant) PCC Pavement (Plain) - Conventional Method, 150mm thk. PCC Pavement (Plain) - Conventional Method, 200mm thk. PCC Pavement (Plain) - Conventional Method, 230mm thk. PCC Pavement (Plain) - Conventional Method, 250mm thk. PCC Pavement (Plain) - Conventional Method, 280mm thk. PCC Pavement (Plain) - Conventional Method, 300mm thk. PCC Pavement (Plain) - Using Concrete Paver, 230mm thk. PCC Pavement (Plain) - Using Concrete Paver, 250mm thk. PCC Pavement (Plain) - Using Concrete Paver, 280mm thk. PCC Pavement (Plain) - Using Concrete Paver, 300mm thk. PCC Pavement (Plain) - Conventional Method, 150mm thk. (Using One Bagger Mixer) PCC Pavement (Reinforced), 230mm thk. DRAINAGE AND SLOPE PROTECTION STRUCTURES Reinforcing Steel Bar, Grade 40 (Minor Structures) Structural Concrete Class A (Minor Structures) Pipe Culverts, 610mm dia. (24" Ø) Pipe Culverts, 760mm dia. (30" Ø) Pipe Culverts, 910mm dia. (36" Ø) Pipe Culverts, 1070mm dia. (42" Ø) Pipe Culverts, 1220mm dia. (48" Ø) Pipe Culverts, 1520mm dia. (60" Ø) Underdrain Blind drain Granular Backfill filter material for Underdrains Manhole/Catch Basin/Inlet Concrete Covers Metal Frames and Gratings Metal Frames and Covers (Circular) Drainage Steel Grating w/ Frame (675mm x 975mm Sump Grating) Drainage Steel Grating w/ Frame (715mm x 2000mm Trench Grating) Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (24" dia.) - 610mm Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (30" dia.) - 760mm Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (36" dia.) - 910mm Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (42" dia.) - 1070mm Removing, Cleaning, Stockpiling Salvaged Culvert Pipe (48" dia.) - 1220mm Removing, Cleaning, and Re-laying Salvaged Culvert Pipe (24" dia.) - 610mm Removing, Cleaning, and Re-laying Salvaged Culvert Pipe (30" dia.) - 760mm Removing, Cleaning, and Re-laying Salvaged Culvert Pipe (36" dia.) - 910mm Removing, Cleaning, and Re-laying Salvaged Culvert Pipe (42" dia.) - 1070mm Removing, Cleaning, and Re-laying Salvaged Culvert Pipe (48" dia.) - 1220mm Cleaning Culvert Pipe in place (610mm dia.) - Half Silted

ITEM NO. 504(3)b 504(3)c 504(3)d 504(3)e 504(3)f 504(4) 505(1) 505(2) 505(3) 505(4) 505(5) 505(6) 505(7) 505(8) 505(9) 506 507 508 509(a) 509(b.1) 509(b.2) 509(c) 510(1) 510(2) 511(1) 511(2) 511(3) PART H 600(1) 600(2) 600(3) 600(4) 600(5) 600(6) 601(a) 601(b) 602(1)a 602(1)b 602(2)a 602(2)b 602(3)a 602(3)b 602(4) 603(1) 603(3)a

DESCRIPTION Cleaning Culvert Pipe in place (760mm dia.) - Half Silted Cleaning Culvert Pipe in place (910mm dia.) - Half Silted Cleaning Culvert Pipe in place (1070mm dia.) - Half Silted Cleaning Culvert Pipe in place (1220mm dia.) - Half Silted Cleaning Culvert Pipe in place (1520mm dia.) - Half Silted Reconditioning Drainage Structures Riprap, Class A Riprap, Class B Riprap, Class C Riprap, Class D Grouted Riprap, Class A Grouted Riprap, Class B Grouted Riprap, Class C Grouted Riprap, Class D Filter Layer of Granular Material Stone Masonry Rubble Concrete Hand-Laid Rock Embankment Sheet Piles (Timber) Sheet Piles (Steel) - Slope Protection Sheet Piles (Steel) - Cofferdamming Sheet Piles (Concrete), furnished and driven Bed Course Granular Material Concrete Slope Protection Gabions Mattresses Filter Cloth MISCELLANEOUS STRUCTURES Concrete Curb (Cast in place) Concrete Gutter (Cast in place) Concrete Curb and Gutter, Type A (Cast in place) - National Road Concrete Curb (Precast) Concrete Gutter (Precast) Concrete Curb & Gutter (Precast) Sidewalk (100mm thk.) Sidewalk - Using One Bagger Mixer, (100mm thk.) Right-of-Way Monuments (Cast in place) Right-of-Way Monuments (Precast) Maintenance Marker Posts (Cast in place) Maintenance Marker Posts (Precast) Kilometer Post (Cast in Place) Kilometer Post (Precast) Guide Post Cable Wire Guardrail Metal Guardrail (Metal Beam) including Concrete Post

ITEM NO. 603(3)b 603(4) 604(1) 604(2) 604(3) 604(4) 605(1)a 605(1)b 605(2)a 605(2)b 605(2)c 605(2)d 605(3)a 605(3)b 605(3)c 605(3)d 606(1) 606(2)a 606(2)b 607(1) 607(2) 608(1) 608(2) 609 610 611(1) 611(2) 612(1) 612(2) 613 620(a) 620(b) 622(1)a 622(1)b 622(2)a 622(2)b 622(3)a 622(3)b PART J SPL 2(a) SPL 2(b) SPL 3(a) SPL 3(b)

DESCRIPTION Metal Beam End Piece Guardrail (Timber) Fencing (Barbed Wire) Fencing (Chain Link Fence Fabric) Fencing (Posts) Fencing (Gates) - (Height = 3m & length = 4.24m) Danger/Warning Signs (60cm Triangle) Danger/Warning Signs (90cm Triangle) Regulatory Signs (60cm Triangle) Regulatory Signs (90cm Triangle) Regulatory Signs (60cm Octagon) Regulatory Signs (90cm Octagon) Informative Signs (12" x 24") Informative Signs (12" x 48") Informative Signs (18" x 24") Informative Signs (18" x 48") Pavement Markings (Premix Reflectorized) Pavement Markings (Reflectorized Thermoplastic), White Pavement Markings (Reflectorized Thermoplastic), Yellow Reflectorized Pavement Studs (Flush Type) Reflectorized Pavement Studs (Raised Profile Type) Furnishing and Placing Topsoil Placing Topsoil Sprigging Sodding Trees (Furnishing and Transplanting), 150mm dia. or less Trees (Transplanting), 150mm dia. or less Reflectorized Thermoplastic Pavement Markings (White) Reflectorized Thermoplastic Pavement Markings (Yellow) Concrete Joint Sealant (Hot Poured Elastic and Cold-Applied Types) Chevron Signs (450mmx600mm) Chevron Signs (600mmx800mm) Bio-Engineering Solutions (Coco-net), CGN 400 Bio-Engineering Solutions (Coco-net), CGN 700 Bio-Engineering Solutions (Coco-logs/Fascine), CGR 200 Bio-Engineering Solutions (Coco-logs/Fascine), CGR 300 Bio-Engineering Solutions (Vegetation), Hydroseeding Bio-Engineering Solutions (Vegetation), Vetiver Grass System SPECIAL ITEMS Crack and Seat - Using Backhoe Crack and Seat - Using Arrow Master Tree Planting - With Tree Guard Tree Planting

ITEM NO.

DESCRIPTION

ITEM NO.

DESCRIPTION