BLP 2026-27 Strengthening of Existing Sub-structure and Replacement of Superstructure of Major Bridge on Varoli River, Solsumba Bhati Karmbeli Road Ch. 4/4 to 4/6 Ta.Umargam Dist. Valsad

Name of Work : BLP 2026-27 Strengthening of Existing Sub-structure and Replacement of

Superstructure of Major Bridge on Varoli River, Solsumba Bhati Karmbeli Road Ch. 4/4 to

4/6 Ta.Umargam Dist. Valsad

BILL OF QUANTITIES

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

Providing and constructing Temporary

Earthen Island / coffer dam for

construction , including bailing and

pumping out of water, provision of sand

bags, wooden ballies, sheet piling, earth,

sand or any other suitable material, as

1 required with all labour and material 3.00 Each 639072.600

complete job for any water depth with

Providing and constructing 10m wide

service road to reach island location

from one pier location to another pier

location. considering repetation of work.

Providing flood gauge marks on

substructure as per design including

painting complete.

Providing masonry steps with Cement

3 Pointing on approaches as directed. 100.00 Steps 224.300

Clearing and grubbing road land

including uprooting rank vegetation

grass bushes, shrubs, sapling and trees

girth up to 300 mm removal of stumps of

4 trees cut earlier and disposal of 0.51 Hect 28393.040

unserviceable materials. (C) By

mechanical means in area of light jungle.

Excavation for foundation for depth from

1.5 m to 3.0 m including sorting out and

stacking of useful materials and

5 disposing off the excavated stuff upto 50 3404.00 Cum 501.090

Meter lead.(A) Loose or soft soil

Providing and casting in situ controlled

cement concrete M-30 for R.C.C. return

as per drawings including centering

shuttering, scaffolding where necessary,

6 laying vibrating, curing and finishing 522.00 Cum 5328.980

complete. Height from 0.0 to 5.0 M. (1)

Piers (2) Abutment (3) RCC return

Providing and casting in situ controlled

cement concrete M-30 for R.C.C. return

as per drawings including centering

shuttering, scaffolding where necessary,

7 laying vibrating, curing and finishing 206.00 Cum 5645.490

complete. Height from 5.0 to 10.0 M. (1)

Piers (2) Abutment (3) RCC return

Scaffolding:- Providing, erecting and

dismantling safe H frame and / pipe

scaffolding including working platform for

external area of bridge pier to facilitate

all works etc. completed, Measurement

for payment shall be considered as per

8 detailed specification. (Property of 2440.00 Sqm 309.060

contractor, and repetation will be paid

per pier) (Every 1 m extra height increse

rate by 50 rupees/ meter)

Portable Barricade in Construction Zone

(Installation of a steel portable barricade

with horizontal rail 300 mm wide, 2.5 m

in length fitted on a 'A' frame made with

45 x 45 x 5 mm angle iron section, 1.5 m

9 in height, horizontal rail painted (2 coats) 8.00 Each 2903.750

with yellow and white stripes, 150 mm in

width at an angle of 450, 'A' frame

painted with 2 coats of yellow paint,

complete as per IRC:SP:55-2001)

Dismantling the existing structure

including removing and stacking the

10 dismantled materials as and where 887.00 Cum 909.910

directed. (A) RCC work

Bituminous Concrete:

Providing and laying bituminous

concrete with higher capacity batch type

hot mix plant using crushed aggregates

of specified grading, premixed with

bituminous binder VG-30 @ 5.4 per cent

of mix and filler, transporting the hot mix

to work site, laying with a hydrostatic

11 paver finisher with sensor control to the 213.00 MT 7003.420

required grade, level and alignment,

rolling with smooth wheeled, vibratory

and tandem rollers to achieve the

desired compaction as per MORTH

specification clause No. 507 complete in

Strip Seal Expansion Joint (Providing

and laying of a strip seal expansion joint

catering to maximum horizontal

movement upto 70 mm, complete as

per approved drawings and standard

12 specifications to be installed by the 93.00 Rmt 1733.160

manufacturer/supplier or their authorised

representative ensuring compliance to

the manufacturer's instructions for

Rust Removal & Steel Protection.-

Cleaning as directed & specified all

corrosion / rust / scales from

reinforcement bars using rust remover

Reebaklens RR of Fosroc make or Rust

clean of BASF or equivalent of leaving to

dry for 30 mins & washing surface with

fresh water as required to exposed

reinforcement bars complete as

specified also providing & applying

inhibition coats/system to exposed

13 reinforcement bars after drying & also 288.00 Sqm 838.300

new bars after cleaning & removing

scales and rust completely as specified.

Two component inhibitor Concresive ZRI

equivalent material of BASF make as

approved by engineer shall be used as

per manufacturers specification in two

coats including all labor tools tackles,

necessary surface preparation &

necessary protection after & during

Epoxy bonding agent of new concrete to

old concrete. The applied bond agent

should possess minproperties as below:

Shear Strength - @ 7 days 20N/mm2

Flexural Strength - @ 7 days

14 N/mm2Compressive Strength - @ 7 288.00 Sqm 529.240

days 50N/mm2 (The new repair

mortar/concrete should be applied within

overlay time of epoxy bonding agent

mentioned as per manufacturer's

Providing and inserting nipples with

approved fixing compound after drilling

holes for grouting as per Technical

specifications including subsequent

15 cutting/removal and sealing of the hole 1585.00 Each 502.980

as necessary of nipples after completion

of grouting with Cement/Epoxy.

Sealing of crack / porous concrete with

16 Epoxy Grout by injection through nipples 634.00 Kg 794.870

Providing and placing in position FE

500D CRS bar reinforcement including

17 cutting, bending, hooking, and tying 470.00 MT 78894.090

complete as per detailed drawing.

Applying epoxy mortar over leached,

honey combed and spalled concrete

surface and exposed steel reinforcement

complete as per Technical specification

Shear connectors:- Drilling holes into

existing concrete substrate for anchoring

of new anchoring rebars with 16 mm dia

shear connectors at spacing as per

drawing and for additional rebar

provision in repair area and fixing with

chemical anchor lokfix of fosroc make /

19 Masterflow 935 of BASF make / Hilti 3295.00 Each 550.450

Hy200 / Fischer. Drilling hole diameter:

mm larger to rebar dia drilling depth: min

10 times the rebar dia including

cleaning, cutting, fabricating, chemical,

tools, tackles etc. completed as directed

Providing and fixing in position fully

moulded restrained elastometric

Bearings as per detailed drawings.

Painting Two Coats on New Concrete

Surfaces (Painting two coats after filling

the surface with synthetic enamel paint

21 in all shades on new plastered concrete 278.00 Sqm 81.810

Road marking with hot applied

thermoplastic paints with reflectorising

glass beads on bitumin surface

providing and laying a hot applied

thermoplastic compound 2.5 mm thick

including reflectorising glass beads @

250gms per sqm area, thickness of

2.5mm is excluding of surface applied

glass beds as per IRC:35-2015. The

finished surface to be level, uniform and

free from streaks and holes. zebra patta

/bump patta lane/center line/ edge

22 line/cut patta. The white color marking 128.00 Sqm 367.720

should provide liminance coefficinet on

cemend road shalll be min

mcd/m2/lux and Asphalt road shall be

min 100 mcd/m2/lux during the service

life during the day time. The marking

should meet the performance criteria for

night time reflectivity, wet reflectivity and

skid resistance as mentioned in the

section-15 of IRC 35-2015. Warranty for

the Retro reflectivity should be two years.

Supplying and fixing cat eye (Stimsonite)

made out from Acrilo beautile sterine

injuction high compressed molding with

reflector made of MMC (prismatic type of

23 size 12cm x 6cm x 2.5cm) provided with 205.00 Each 375.720

bituminous adhesive 100g. with each

unit for fixing. (High Intensity grade)

Reinforced Cement Concrete Crash

Barrier/Parapet (Provision of an

Reinforced cement concrete crash

barrier at the edges of the road,

approaches to bridge structures and

medians, constructed with M-400 grade

concrete without TMT Corrosive

Reinforcement Steel (CRS) conforming

to IRC:21 and dowel bars 25 mm dia,

24 450 mm long at expansion joints filled 143.54 Cum 5097.760

with pre-moulded asphalt filler board,

keyed to the structure on which it is built

and installed as per design given in the

enclosure to MOST circular No. RW/NH -

33022/1/94-DO III dated 24 June

as per dimensions in the approved

drawing and at locations directed by the

Engineer, all as specified).

Providing G.I. 100mm diameter water

25 spouts including necessary iron gratings 100.00 Each 536.030

as per drawings.

Providing Surface preparation for the

damaged concrete members by

removing loose, cracked and unsound

concrete to expose steel reinforcement

completely using heavy duty mechanical

breakers with the depth of cutting

extended beyond 10mm of main

reinforcement followed by cleaning the

26 surface using High pressure water jet at 1151.00 Sqm 343.400

suitable pressure to remove all loose

particles, organic matter, marine growth

and impurities from the concrete surface

making it suitable for repair inclusive all

Manpower, Material and Equipment.

Providing and casting in situ or precast

controlled Cement Concrete M-45 for

Rainforced concrete work in Super

structure including centering, shuttering,

curing, scaffolding, ramming, vibrating,

27 finishing, lauching or shifting 2419.00 Cum 6108.660

complete.(I) Solid Slab. (II) Deck

Slab. (III) Main Girders.(IV) Diaphragm

or cross girder.

Providing & placing in position voids

former voided slab of approved material

of spcified diameter with closing the end

28 of voids former as per approved 456.00 Rmt 2984.550

drawing & design etc complete.