BID DOCUMENTS FOR CONSTRUCTION OF R.C.C. PIPE DRAIN FROM TAI HOUSE TO SUBHASBHAI SHOP EX. MAIN GUTTER MAIN ROAD, MOGRAWADI, WARD NO-4 AT VALSAD NAGARPALIKA UNDER: 15TH FINANCE SCHEME - YEAR 2025-26 (SECOND INSTALLMENT) UNTIED GRANT.

Item Qty. Description Total Unit Amount

1 615.75 Excavation for Foundation upto 1.5 m. Depth including sorting out

Cmt. and stacking of useful materials and disposing of excavated stuff

upto 50 Meter lead (A) (loose or soft soil)

2 185.00 Supplying and fixing reinforced concrete heavy duty non-

Rmt. pressure pipes with collars for culverts including setting and

joining the pipes in C.M. 1:2 watering and laying (To level of slops

of I.S. 458 / 1971 Class NP3 casted by vertically vibrated

technology of following internal diameter. (iv) 600 mm dia. for

Road Crossings.

A. R.C.C. NP3 CLASS PIPES

NP-3 Class 0.7 kg/cm 2 pipe - 600 mm dia. 2083.50 Rmt.

3 18.00 Construction manhole with R.C.C. top slab in 1:2:4 mix (1

Nos cement:2 coarse sand:4 graded stone aggregate 20mm nominal

size) foundation concrete 1 : 3 : 6 mix (1 cement : 3 coarse sand

:6 brick bats 40 + 50mm size) inside plastering 15mm thick with

cement mortar 1: 5 (1: cement :5 coarse sand ) finished with a

floating coat of neat cement and making channels in cement

concrete 1:2:4 mix(1: cement :2 coarse sand : 4 stone aggregate

20 mm nominal size) finished smooth complete including curing

and festing (i) inside size 900mm x 1200 mm and 1.5 M deep

including C.I cover with frame size 560 mm diameter total weight

of cover and frame to be not less than 128 Kgs. ( wt. of cover

Kg. and wt. of frame 64 Kg. ) ( A) with 230 mm thick walls of

brick masonry using brick having crushing strength not less than

35 Kg. / Sq.cm. in cement mortat 1:5 ( 1: cement :5 coarse sand )

(3) C type depth 2.25 meter for 150 to 600 mm diameter sewer.

4 532.00 Filling available excavated earth (excluding Rock) in trenches.

Cmt. Plinth, sides of foundations etc. in layers not exceeding 20cm. In

depth consolidating each disposited layer by ramming and

SBD SECTION-7 BILL OF QUANTITIES-132

5 63.83 Providing and laying P.C.C. (1:3:6) mix (1 cement, 3 coarse sand,

Cmt. 6 Crushed stone aggregate of 40mm nominal size) for foundation

in true line and level including ramming, compacting by excluding

cost of work etc. complete as directed by Engineer-in-

charge.(FOR ROAD RESTORATION)

6 Labour charges for repairing leakage in GI,CI/DI pipeline of

following diameter at different places including necessary

excavation manually or by machinery, removing of mud,

dewatering, cleaning of pipe, cutting of pipe, Jointing & repairing

using CID joints including CID joints, rubber rings, nut bolts,

hiring excavator, Hydra/ Crane, dewatering machine, fuel,

operator etc complete (including cost of jointing material cost of

I / We am/are willing to carry out the work at _____________ % above / below (percent should be written in figure and in words)

of the estimated rates mentioned above. Amount of my/our tender works out as under.

( In words ) _________________________ Percentage above / below the estimated rate.

Estimated Amount put to tender Rs.

Deduct _______ % below Rs. Rs.

Estimated Amount put to tender

Add _______ % above Rs. Rs.

Total Amount Rs.

Total Amount Rs.

*( Please strike out whichever is not applicable)

Note :1 All work shall be carried out as per Public Works Department Hand Book and other specifications of Division or as

Note :2 Rates quoted include clearance of site (prior commencement of work and its close) in all respects and hold good for work

Note :3 I/ We have read the conditions mentioned in this tender and agree to abide by the same.

Note :4 18 % GST Will be paid separately by Valsad Nagarpalika.

Signature of Contractor President Chief Officer

Valsad Municipality Valsad Municipality

SBD SECTION-7 BILL OF QUANTITIES-133