BID DOCUMENTS FOR CONSTRUCTION OF STROM WATER DRAIN FROM VASANJI PARK TO NEAR DAHIBA SCHOOL GROUND TO DHARANAGAR KRISHNA YADAV HOUSE MAIN ROAD TO VANKI RIVER, WARD NO-10 AT VALSAD NAGARPALIKA UNDER: SJMMSVY GRANT YEAR: 2025-26.

Item Qty. Description Total Unit Amount

1 1083.38 Excavation for Foundation upto 1.5 m. Depth including sorting

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

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

2 858.38 Excavation for Foundation upto 1.5 m. Depth including sorting

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

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

3 Supplying and fixing reinforced concrete heavy duty non-

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)900, 600&450 mm

dia. for Road Crossings.

A. R.C.C. NP3 CLASS PIPES

270.00 NP-3 Class 0.7 kg/cm2 pipe - 900 mm dia. 3246.19 Rmt.

150.00 NP-3 Class 0.7 kg/cm2 pipe - 600 mm dia.

Rmt. 2083.50 Rmt.

4 41.00 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 :

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 64 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

meter for 450 to 900 mm diameter sewer.

5 749.50 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

6 126.00 Providing and laying P.C.C. (1:3:6) mix (1 cement, 3 coarse

Cmt. sand, 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)

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

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

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

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

Note :418 % 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