Providing drainage facility for disposal of rainwater along side the Kachchh Branch Canal from Babra Village up to the nearest drainage siphon.

Item no Quantity specification and reference to

Unit figure

book of specifications) Amount

Excavation of canal side gutter in all sorts

of soil including soft and hard murrum

including depositing the excavated stuff in

1 7981.49 uniform layers in canal banks or as and

where directed etc complete in varying

lead upto 500 m and with all lifts.

Including dewatering.

Providing and fixing in position R.C.C.

pipe of NP2 class are as per IS 458 of

following dia. with collar including caulking

joints in cm.(1:1) using jute string soaked

in cement slurry and finishing joints and

2 890 laying pipe to the designed grade and

levels including making connections with

masonary chambers testing of pipe line as

per design condition curing as directed

with all leads and lifts etc.complete.(RCC

NP 2 900 mm PIPE)

Providing and laying CC 1:2:4 grade

using cement, sand & crushed metal

incuding providing & erecting necessary

3 146.85 form work, centering, vibrating, smooth

finishing, watering & curing as directed

with all leads & lifts etc. complete. (Sub-

Structure)

4 7321.2104 rammingconsolidation including watering CMT 67.00

with lead as under and all lifts etc. complete.

Providing and laying CC 1:2:4 grade using

cement, sand & crushed metal

incudingproviding & erecting necessary form

5 2.3805 work,centering, vibrating, smooth CMT 4873.40

finishing,watering&curingasdirectedwithall

leads& liftsetc.Complete (a) Sub

structures

Providing and laying RCC 1:1.5:3 grade by

using cement, sand and crushed metal for

different items like copping work, pier cap,

abutment cap, Wearing coat, Skin concrete,

Solid slab upto 60 cm. thick, Barrel of canal

syphons, barrel of R.C.C. through, & beams

for foundation and super structure as per

approved design incl. providing necessary

centering, shuttering and form work,

vibrating, smooth finishing, watering and

curing as directed with all leads and lifts etc.

Providing and laying HYSD/TMT Fe-

415,500D 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.

Total Rs.48,88,205.71

/We am/are willing to carry out 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

In words In words

(A) For Item Rate Tender (For aboveINR 50 Cr.):

ItemN Description of Item Quantity Unit Rate Amount

o (with brief

specificationandreferen In In

cetobookofspecification figures Words

(A)TotalTenderedAmount

(B)Rebateonabovetenderedamount(ifany)%(infigure)………………………………

(inwords)………………………………………………….………………………………………………...

(C)NetTenderedAmount(A-B)(infigure)………………………………

(inwords)………………………………………………….………………………………………………...

1 The Contractor shall exhibit a board with detailed specification and details of work as

directed by the Engineer-In-Charge for which no extra payment shall be made.

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per

Govt. G.R.: CE(QC)/PB/Mix Design/04/2024 Date:20/01/2024 as stated in

S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost

of difference of cement consumption have been deducted from the rate of original item

at the rate of input rate mentioned in all the tender.