IRRIGATION

BILL OF QUANTITIES

(A) Percentage Rate Tender

Pond Interlinking Work from Santej- Ranchhodpura Drain to Pond Survey No. 133 of Sanavad Village and

Pond Survey No. 157 of Ranchhodpura Village, Ta- Kalol, Dist- Gandhinagar.

Item Description Qty Unit Rate Amount

1 JUNGLE CUTTING - Jungle clearance of specified 3.3536 Ha 30543.00

category and bushes for canal / dam work as directed

with disposing materials etc. complete. (Excluding

tree of girth above 0.50 mt) (By Machinery) C.

2 CLEANING - Removing jungli Vale / Sahavad / 11465.00 Sq mt 8.00

Leel from canal during the irrigation period and

stacking outside the canal as directed etc. Comp.

3 COFFER DAM: Providing & Filling the empty bag 9000.00 No 33.00

filled with good selected earth or sand including

stitching and laying or stacking as and where

directed with all lead and lift etc. complete.

4 DEWATERING: Dewatering for head works and 280.00 HP/hr 59.00

allied work, foundation area, pits, trenches with

diesel or electrical pumping arrangements including

all cost of pipeline, materials, labours as directed

with all lift etc. completed.

5 DESILTING: Clearing silt from canal /drain bed by 3760.52 Cum 207.00

digging the same to the required bed level and

gradient including depositing the excavated earth

regularly in spoil bank for utilizing the same for

preparing the bund after breaking clods as and where

directed for lead up to 30.0 Mt. & lift up to 3.0 as

under (Excluding weed cutting). (c) For canal 250 to

6 EXCAVATION: Excavation in all sorts of soil

(including wet and slushy condition of soil) with

yellow, sandy, gravelly soil including soft murrum

& H.M. including sorting & stacking and depositing

the excavated stuff in uniform layers as and where

directed up to lead of 30 mt. and lift as shown below

including clearing the site etc. complete. (Including

dewatering) (Dumper capacity = 14 M.T) (A) For all

0.0 to 3.0 m depth 178.20 Cum 77.00

7 PCC 1:3:6 - Providing and laying foundation 25.74 Cum 3559.00

concrete of proportion as under by using cement,

sand and machine crushed course aggregate laid in

situ including necessary temping, smooth finishing,

watering and curing as directed with all leads and

lifts etc. complete. PCC 1:3:6 (MSA 40)

8 CC 1:2:4 - Providing and laying CC 1:2:4 grade 201.84 Cum 4677.00

using cement, sand and crushed metal including

providing and erecting necessary form work,

centering, vibrating, smooth finishing, watering and

curing as directed with all leads and lifts etc.

complete. (a) Sub structure (MSA 20)

9 REINFORCEMENT - Providing and laying 5.644 MT 82340.00

H.Y.S.D. steel bar reinforcement for R.C.C. works

and anchor bars with providing binding wires

including cutting, bending, welding, binding in

position, hooking, placing in position with all leads

& lifts etc. complete. For TMT Bars (Fe-550 D)

10 DEEPNING OF TANK - Deepening tank in all types 12040.00 Cum 77.00

of soil with yellow, sandy, gravelly soil including

wet and slushy condition of soil including soft

murrum and hard murrum by machinery including

conveying and spreading excavated stuff as and

where directed with all lift and lead specified as

below etc. complete. Dumper capacity = 14 M.T, (b)

250 mt to 500 mt Lead