Abstract of the Total Cost of the Project

(Rs. In Lakh) Sl. No.

Scheme Qnty Rate Unit *Amount Remarks

A DIRECT COST A.1 Main Pump Station :

1 30 hp Centrif Pumps 2 336,000.00 Units 672,000.00 2 Earthwork 57 24.00 Cum 1,368.00 3 Reinforced Concrete 14 1,900.00 Tons 26,600.00 4 Piping 1 20% of the capital cost Units 139,994.00 5 Electrical & Controls 1 12% of the capital cost Units 83,997.00 6 Yard Improvements 1 15% of the capital cost Units 104,996.00

Sub Total of A 1 1,028,955.00 1,028,955.00 A 2 Main Line to Pivots 0.00

1 Excavation / Backfill 3,398 24.00 cum 81,552.00 2 ” PVC Pressure Pipe 3,049 200.00 m 609,800.00

Sub Total of A 2 691,352.00 691,352.00 A 3 Manifold System for

Pivots 0.00

1 Pnumatic Valves 3 21,000.00 units 63,000.00 2 Earthwork 28 24.00 cum 672.00 3 Reinforced Concrete 7 1,900.00 tons 13,300.00 4 Piping 1 24,600.00 units 24,600.00 5 Electrical & Controls 1 18,900.00 units 18,900.00 6 Yard Improvements 1 24,600.00 units 24,600.00

Sub Total of A 3 145,072.00 145,072.00 A 4 Irrigation Distribution

System (Pipe Network, Pivot Base)

0.00

1 Excavation/Backfill 946 24.00 cum 22,704.00 2 6” PVC Pressure Pipe 955 200.00 m 191,000.00 3 Reinforced Concrete 4 1,900.00 tons 7,600.00

Sub Total of A 4 221,304.00 221,304.00 A 5 Pivot Irrigation System (3

1,044-ft Pivots) 0.00

1 Pivot Pads 3 4,200.00 units 12,600.00 2 Valley Tech Supervision 1 203,300.00 Units 203,300.00 3 Valley Pivots 3 1,979,500.00 Units 5,938,500.00

Sub Total of (A 5) 6,154,400.00 6,154,400.00   Total of Direct Cost (A)         8,241,083.00 8,241,083.000B Indirect Costs 0.00 B 1 Engineering Design 1 11% of Direct Cost units 379,200.00 B 2 Construction Management 1 10% of direct cost Unit 804,039.00 B 3 Administration 1 1 % of Direct Cost Unit 80,404.00    Total of Indirect Total 

(B):      1,263,643.00 1,263,643.00 1,263,643.000

C Contingency 1 12% of Total Cost Unit 1,200,328.00 1,200,328.00 1,200,328.000 Grande Total 10,705,054.000

NOTES:

1 estimates based on conceptual designs and order of magnitude unit cost budgets. All costs assume Rs.4211JS$l .00.2 Valley equipment costs FOB - do not include tax, shipping, import duties, in-countiy fright, etc.

30 lip Centrif Pumps Rs 336,000 /unit 2 units Rs 672,000

Earthwork Rs 24 fin 57 m P.s 1,368

Reinforced Concrete Rs 1,900 /ton 14 tonsRs 26,600

Piping 20% of capital 1 unit Rs 139,994

Electrical & Controls 12% of capital 1 unit Rs 83,997

Yard Improvements 15% of capital I unit P.s 104,996

Subtotal:

Rs 1,028,955

t’Iain Line to Pivots

Excavation/Backfill 8” PVC Pressure Pipe

P.s 24.00 /m

Rs 200.00 /m

3,398 m

3,049 ni

Rs 81,552 P.s 609,800

Subtotal:

Rs 691,352

vfanifold System for Pivots Pnumatic Valves

Earthwork

Reinforced Concrete

Piping

Electrical & Controls

Yard Improvements

P.s 21,000.00 /unit 3 units

Rs 24.00 /m 28 m

Rs 1,900.00 /ton 7 tons

Rs 24,600.00 /urnt 1 unit

P.s 18,900.00 /imit I unit

Rs 24,600.00 limit 1 unit

Rs 63,000 Rs 672

P.s 13,300

P.s 24.600

Rs 18,900

P.s 24,600

Subtotal:

Rs 145,072

rrigation Distribution System (Pipe Network, Pivot Base)

Excavation/Backfill Rs 24.00 /m

6” PVC Pressure Pipe Rs 200.00 /m

Reinforced Concrete P.s 1,900.00 lton

946 rn

955 m

4 tons

Rs 22,704 P.s 191,000

P.s 7,600

.

Subtotal:

Rs 221,304

Divot Irrigation S (3 1,

Pivot Pads

Valley Tech Supervision

Valley Pivots

044-ft Pivots)

P.s 4,200 /unit

P.s 203,300 /urnt P.s 1,979,500 /umt

3 unit

1 unit

3 unit

Rs 12,600 Rs 203,300 P.s 5,938,500

Subtotal:]

Rs 6,154,400

Direct Tot

Rs 8,241,083

Indirect Costs

Engineering Design

Construction Management

Administration

11% of Direct

10% of Direct

1% of Direct

1 unit

1 unit

1 unit

Rs 379,200 P.s 804,039 P.s 80,404

Indirect Total:

Rs 1,263,643

Contingency 12% of Total 1 unit

—- Grande Total:

Rs 1,200,3281 Rs 10,705,0541

NOTES:

1 estimates based on conceptual designs and order of magnitude unit cost budgets. All costs assume Rs.4211JS$l .00.

2 Valley equipment costs FOB - do not include tax, shipping, import duties, in-countiy fright, etc.