BID DOCUMENTS FOR CONSTRUCTION WORK OF STROM WATER PIPE DRAIN IN DIFFERENT PLACE AT VALSAD NAGARPALIKA UNDER: 15TH FINANCE SCHEME - YEAR 2025-26 (FIRST INSTALLMENT) UNTIED GRANT.

Total Amount Rs.

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.

Note : 5 18 % GST Will be paid separately by Valsad Nagarpalika.

Signature of Contractor Chief Officer

Valsad Nagarpalika

SECTION-7 BILL OF QUANTITIES-133

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- ESTIMATE FOR CONSTRUCTION OF R.C.C. PIPE DRAIN

AT- KARMA FAL HOUSE TO DIVINE PROPERTY APP. NEAR EX. CHAMBER ,OPP.AXARDHAM

GATE,MOGRAWADI, WARD NO-3-VALSAD

Item Qty. Description Total Unit Amount

1 367.13 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)

2 110.00 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) 450 mm dia. for

Road Crossings.

A. R.C.C. NP3 CLASS PIPES

NP-3 Class 0.7 kg/cm 2 pipe - 450 mm dia. 1436.63 Rmt.

3 11.00 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. 23441.74 Rmt.

4 317.50 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-134

5 37.95 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) 4030.98 Cmt.

SBD SECTION-7 BILL OF QUANTITIES-135

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- ESTIMATE FOR CONSTRUCTION OF R.C.C. PIPE DRAIN

AT- MAIN GUTTER MAIN ROAD TO ASHIRWAD SANKUL VIKASBHAI SHOP,MOGRAWADI , WARD NO-4-VALSAD

Item Qty. Description Total Unit Amount

1 485.63 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)

2 145.00 Supplying and fixing reinforced concrete heavy duty non-pressure

Rmt. 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.

/ 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/cm2 pipe - 600 mm dia. 2083.50 Rmt.

3 14.00 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.

4 420.00 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-136

5 50.03 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 pipe)

SBD SECTION-7 BILL OF QUANTITIES-137