MMGSY 2025-26 Construction of Box Culvert on Dehli Satlaj Main Road to Joining Dehli Kalangdapada Road. Ch 0/0 to 0/20 Ta.Umargam, Dist.Valsad

Name of Work :(MMGSY 2025-26) Construction of Box Culvert on Dehli Satlaj Main Road to

Joining Dehli Kalangdapada Road. Ch 0/0 to 0/20 Ta.Umargam, Dist.Valsad.

BILL OF QUANTITIES

Item No. Item of work Quantity Unit Rate In figures Amount

Excavation for foundation in sand,

gravel, clay soft soil & murrum etc.

including shoring, strutting and

1 dewatering as necessary and 224.70 Cum 501.090

dispossing of the excavated stuff as

directed depth upto 3.0 mt.

Providing & filling in foundation with

ordinary cement concrete M 100 mix &

providing necessary vertical pin headers

2 including formwork, vibrating ramming 21.60 Cum 3240.340

and curing complete.

Providing and filling in foundation with

controlled cement concrete M.150 mix

3 and providing necessary vertical pin 209.14 Cum 3682.680

headers including form work vibrating

ramming and curing complete.

Providing and casting in situ controlled

cement concrete M.250 for R.C.C. Box,

Approach slab and cutt off walls as per

4 drawing including necessary shuttering, 107.06 Cum 5170.390

laying, vibrating, ramming and curing

Providing and casting in situ controlled

cement concrete M-200 for R.C.C.

return as per drawings including

centering shuttering, scaffolding where

5 necessary, laying vibrating, curing and 61.94 Cum 5064.660

finishing complete.(A) Height from 0.0 to

5.0 M. (1) Piers (2) Abutments (3) RCC

Providing parapet of ordinary cement

concrete M-200 as per detailed

6 drawings with necessary reainforcement 10.08 Cum 1055.760

including, shuttering, laying vibrating

and finishing to line and level

Providing andCast in situ.

casting in situ controlled

cement concrete M.250 for average

75mm to 100mm thick wearing coat laid

7 as directed including temping, vibrating, 2.08 Cum 5279.920

finishing, curing & filling in joints with

bitumen complete.

Providing and fixing in position ISI TMT

steel bar reinforcement of bar grade FE-

500/500D including cutting, bending,

8 hooking and tying complete as per 7.09 MT 73217.520

detailed drawing for raft slab, pier, solid

slab, kerb block, wearing coat etc.

Providing and laying weep holes in

abutment & return by using P.V.C. pipe

9 of 100mm diameter with laying in proper 114.00 Nos 84.950

grade & joints complete etc. as per

detailed specification.

Providing and filter media 600mm thick

as directed at the back of abutment

10 returns & wingwall as per detailed 45.44 Sqm 1248.740

Providing and fixing marble slab

including engraving and painting

complete (A) Size 75cm x 60cm x 4cm

Providing and fixing G.I. 100 mm

diameter water spout including

12 necessary iron gratings as per drawing 8.00 Nos 536.020

Wall painting two coats with plastic

emulsion paint of approved brand and

manufacturer on wall surfaces to give

13 an even shade including throughly 30.89 Sqm 80.340

brushing the surface to remove all dirt,

dust, mortar drops and other foreign

Clearing and grubbing road land

including uprooting trunk vegetation,

grass bushes, shrubs, sapligs and trees

girth upto 300 mm removal of stumps of

14 trees cut earlier & disposal of 0.02 Hect 28393.040

unserviceable material. (C) By

Mechanical means in area of light jungle.

Earthwork for embankment including

breaking clods, dressing with all lead

and lift and including watering rolling,

15 and consolidation of subgrade in layers 144.84 Cum 169.440

at O.M.C. to required dry density

including filling the depression which

occur during the process using power

Consructing of granular sub-base Gr-II

by providing course graded B.T.

machine crushed material satisfying

MOST specification of (grading II) using

materials (26.5 mm to 4.75 mm@ 75 per

cent,2.36 mm below@25 per cent)

16 including spreading in uniform layer with 39.83 Cum 643.370

motor grader on prepared surface,

mixing by mix in place method with

rotavator at OMC and compacting with

vibratory roller to achieve the desired

density etc. complete.

Supplying, stacking & spreading Hard

Murrum on road side for hard side

17 shoulder of work as per specification 3.72 Cum 443.390

including rolling & watering complete.

Logo Board:- Providing and fixing Logo

Board made out of 2mm aluminium

sheet, as per the drawing & design. Pre

treated with phospheting process and

acid etching coated with one coat of

epoxy primer and two coat of best

quality epoxy paint, refloctrorized with

retro reflective sheeting as per the latest

M.O.S.T. specification, 3.1 Mt. long

stand post and frame fabricated from

suitable size iron angle of 35 x 35 x

mm, 75 x 75 x 6 mm as required The

fixing at site shall be in 1:2:4 CC block

of size 45 x 45 x 60 cms for each leg,

including excavation curing etc.

complete under the supervision of

Engineer-In-Charge (A)Engineer grade.

An Amount of 123764/- (Rupees One Lakh Twenty Three Thousand Seven Hundred Sixty Four Only ) shall be

recovered from the 1st RA Bill of this work towards salvage value of dismentalled / Diversion material likely to

be available from dismentalling the existing structure irrespective of the dismentalled quantity actuallly

received on site.