Constructing additional Cross drainage Structure at Ch.3700 m. on Loteshwar Distry of Rajpura Branch Canal

Dismantling the C.C. lining including including 81.20 Sqmt. 82.00

Item disposing off the dismentalled materials as

No : 1 directed etc. complete. 7.5 cm thick lining

Excavation in all sorts of soil (including wet and 571.20 Cum. 79.00

slushy condition of soil) with yellow, sandy,

gravelly soil including soft murrum & H.Μ.

including sorting & stacking and depositing the

excavated stuff in uniform layers as and where

directed upt

o lead of 30 m and lift as shown below including

clearing the site etc. compute (including

dewatering).(B) For Foundation Trenches of CD

Providing and laying CC 1:2:4 grade using

cement, sand & crushed metal incuding providing

Item & erecting necessary form work, Centering,

No.3 vibrating, smooth finishing, watering curing as

directed with all leads & lifts etc. complete.

(A) Sub Structure 102.00 Cum. 4873.40

(B) Super Structure 117.00 Cum. 5053.10

Providing, Supplying, Laying & Fixing in 52.50 Rmt. 3468.800

position under ground R.C.C. hume pipes of NP

3 class as per I.S. specification of prescribed

diameter incl. filling the joints & providing &

fixing necessary collars with cement mortar 1:1

inclusive of testing for leakage & working

pressure as directed with all cost of materials &

labour for all leads & lifts etc complete.(d)

consolidation including watering with lead as

Item under and all lifts etc. complete. (a) 0 to 30 m

Earth work in embankment from borrow pits in 474.00 Cum. 88.00

all sorts of soil and soft murrum or other suitable

strata as directed including breaking the clods

and dressing to the design sections including

cutting the proud section with lead as under and

all lift including site clearing etc. complete.(A)

For all canal capacity (c) 200 to 1000 Mt.

Compaction of earth work in embankment in 474.00 Cum. 18.00

layers of 15 cms to 23 cms thick at requisite

Item moisture content to required dry density

No : 7 including necessary watering and rolling with

roller of suitable type.

Extra lead charges for each additional km lead or 474.00 Cum./Km. 17.00

Item part thereof beyond 1.0 km and upto 5.0 km for

No.8 embankment work including all lifts etc.

Proving & fixing MS welded mesh jali of 2.8 mm 81.20 Sqmt. 142.00

Item dia 65mm x 65mm including cutting in required

No.9 sizes, fixing in canal prism etc. complited by

Engineer in charge.

Providing and Laying HDPE Liner of 750 micron 81.20 Sqmt. 185.00

Item in bed and slopes of canal at required level below

No.10 lining as per drawing and as directed etc.

Providing & laying 10 cms thick cast in situ C.C. 81.20 Sqmt. 419.60

1:2:4 grade with the use of crushed aggregates for

canal ling works incl. use of all equipments,

Item scaffolding, centering form work etc, with

No.11 finishing as required to the exposed surface,

making asphalt joints as directed & watering &

curing (without sleepers) with all lead and lifts

etc. complete.

Providing and Laying HYSD/TMT Fe415,500D 0.890 MT 71366.00

steel bar reinforcement for RCC works and

Item anchor bars with providing binding wires

No.12 including cutting, bending, welding, binding in

position hooking, placing in position with all

leads & lifts etc. complete. (C) TMT Fe-500D

Total cost of work only Rs.

I/We am/are willing to carryout the work at ............................ % above/below percent (Should

Be written in figures and words) of the estimated rate mentioned above. Amount of my/our tender

works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add ........... % Above

Inwords Inwords