IRRIGATION

BILL OF QUANTITIES

(A) Percentage Rate Tender

Pond Interlinking Work of Pond Survey No Nasmed 673 to Unali 271, Ta- Kalol, Dist- Gandhinagar.

Item Description Qty Unit Rate Amount

1 JUNGLE CUTTING - Jungle clearance of specified 2.2703 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. Heavy

2 CLEANING - Removing jungli Vale / Sahavad / Leel 7800.00 Sq mt 8.00

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 5809.44 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

a 0.0 to 3.0 m depth 190.80 Cum 77.00

7 PCC 1:3:6 - Providing and laying foundation concrete 27.63 Cum 3559.00

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 using 214.08 Cum 4677.00

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 H.Y.S.D. 6.053 MT 82340.00

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 6372.00 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