Construction of RCC Rain Water Drain Work on Ambheti Village Rohitwas Faliya Ta. Kaprada , Dist.Valsad

Name of work: Construction of RCC Rain Water Drain Work on Ambheti Village Rohitwas

Faliya Ta. Kaprada , Dist.Valsad

Memorandum showing items of works to be carried out

It. Quantities Item of work Estimate Unit Total Amount

It. Quantities Item of work Estimate Unit Total Amount

No. estimated but In figures according to

may be more or Rs. Ps. estimated

1 30.00 Cu.mt Excavation for foundation upto 1.5 m. depth 149.83 Cu.mt

including sorting out and stacking of useful

material and disposing off the excavated stuff as

directed by Engineer in charge with all lead and

lift in (B) Dense or hard soil murrum etc.

2 10.00 Cu.mt Providing and laying cement concrete 1:2:4 (1- 3683.34 Cu.mt

Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing

complete excluding cost of formwork in (A)

Foundation and Plinth

3 121.00 Rmt Providing,Unloading, Placing U Shape " Factory 6690.24 Rmt

made"drain with lid should be confirming to

Japanese Industrial Standards (JIS) and meeting

BIS requirements. including Bed preparation

with 20mm thick levelling cement mortar 1:3

(1 Cement : 3 Sand) including Jointing work of

drain and lid, precast RCC Self Compacting

High performance duly steam cured in the plant

to have requisite compressive strength and

having load carrying capacity of total 25 Tonnes

vehicle and made by using advanced precast

technology using high performance self-

compacting concrete of C40 / M50 grade and Fe

500 D grade TMT steel reinforcement bar as per

details. The product shall have tie shape groove

of 10-20 mm width and 25 mm depth on both

sides of each precast unit product for jointing

two precast units.Storm water U Shape drain

with Lid having internal sizes as per given with

lifiting MS insert plate of 100 mm x 300 mm x

mm thick on one side of Drain wall as per

drawing and details. The drain shall have wall

thickness of 100 mm that can take a Heavy

vehicle load with 5 T Point load, steam cured, as

per details and with a smooth surface as per

instruction of Engineer-in-charge including

transportation.

4 7.30 Cu.mt Refilling the pipeline trenches incl. ramming, 175.00 Cu.mt

watering, consolidating desposal of surplus stuff

as directed within a radius of 3 km.

Rs. Eight Lack Fifty Two Thousand One Hundred Twenty Four and Paise Eighty Four Only.

I/We am/are willing to carry out the work at ________________ % above/below ( percent should

be written in figures and in words ) of the estimated rates mentioned above. Amount of my/our tender works

*Estimated amount *Estimated amount

put to tender Rs. _____________ put to tender Rs. _______________

Deduct ____ % below Rs. _________ Add ____ % above Rs. _________

Net Rs. _________ Total Rs. _________

*( Please strike out which ever is not applicable )

Note 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.

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

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

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

Govt. G.R.: PRC-10/2017 Cement Consumption/16/C, Date:11/05/2017 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.

Signature of Bidder Executive Engineer

Panchayat (R&B) Division