CONSTRUCTION OF 2 NOS. OF COMPOSITE STEEL BRIDGE AT CH.0+380 KM ON MORBI BRANCH CANAL AND AT CH. 43+107 KM ON DHRANGADHARA BRANCH CANAL

BILL OF QUANTITIES

(Separate Sheet Attached)

BILL OF QUANTITIES

1. The bill of Quantities shall be read in conjunction with the Instructions to Bidder,

Conditions of Contract, Technical Specifications and Drawings.

2. The quantities given in the Bill of Quantities are estimated and provisional and are given

to provide a common basis for bidding. The basis of payment will be the actual

quantities of work ordered and carried out, as measured by the Contractor and verified

by the Engineer and valued at the rates and prices tendered in the priced Bill of

Quantities, where applicable, and otherwise at such rates and prices as the Engineer may

fix within the terms of the Contract.

3. The rates and prices tendered in the priced Bill of Quantities shall, except in so far as it

is otherwise provided under the Contract, include all construction plant, layout,

supervision, materials, erection, maintenance, insurance, profit, taxes and duties,

together with all general risks, liabilities and obligations set out or implied in the

4. The rates and prices shall be quoted entirely in Indian Currency.

5. A rate or prices shall be entered against each item in the Bill Quantities, whether

quantities are stated or not. The cost of Items against which Contractor has failed to

enter a rate or price shall be deemed to be covered by other rates and prices entered in

the Bill of Quantities (in case of Item rate contract).

6. The whole cost of complying with the provisions of the Contract shall be included in

the items provided in the priced Bill of Quantities, and where no Items are provided the

cost shall be deemed to be distributed among the rates and prices entered for the related

7. General direction and descriptions of work and materials are not necessarily repeated or

summarized in the Bill of Quantities. References to the relevant sections of the contract

documentation shall be made before entering rates or prices against each item in the Bill

8. The method of completed work of payment shall be in accordance with the specification

for canal work Road and Bridge works. For building works specifications for building

are to be followed.

9. Errors will be corrected by the Employer for any arithmetic error pursuant to Clause

of the Instructions to Bidder.

10. Rock is defined as all materials which, in the opinion of the Engineer, required blasting,

or the use of metal wedges and sledgehammers, or the use of compressed air drilling for

its removal, and which cannot be extracted by ripping with a tractor of at least 150 kw

with a single rear mounted heavy duty ripper.

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 50 Cr.)

Name of Division: Executive Engineer, Saurashtra Branch Canal Division No 6/1, Morbi

NAME OF WORK :- CONSTRUCTION OF 2 NOS. OF COMPOSITE STEEL BRIDGE AT CH. 0+380

KM ON MORBI BRANCH CANAL AND AT CH. 43+107 KM ON DHRANGADHARA BRANCH

Item of work Quantity Unit Amount

1 Dismantling the existing structure including 850.00 Cu.m 886.05

removing and stacking the dismantled

materials as and where directed. (A) R.C.C.

2 Excavation for foundation in sand , gravel , 361.00 Cu.m 486.77

clay soft soils & murrum etc. including

sorting and strutting and dewatering as

necessary and disposing of excavated stuff

as directed for all depth with all lead and lift.

3 Excavation for foundations in hard rock by 484.00 Cu.m 1,595.53

chiseling including dewatering, preparing

foundation base by proper benching and

stepping, deposing the excavated stuff as

directed for all depth with all lead and lift.

4 Providing and fixing mild steel dowel bars of 188.00 Rmt 448.27

minimum 32mm dia. for anchoring by

drilling holes in foundation strata including

necessary bending, hooking of dowel bars

and grouting the holes complete as per

detailed drawing and as directed.

5 Empty boring through all sorts of strata for 195.00 Rmt 3,833.71

providing 1.20 Mt. diameter R.C.C. bored

piles to required depth required depth

including providing necessary casing pipe

with all plants and equipment’s as required

6 Providing 6mm thick steel liner for piles 6.60 M.T 72,932.10

including fabricating and setting out as per

detail drawing as directed.

7 Providing and fixing in position Corrosion 45.24 M.T 77,350.14

resistance Steel Fe 550D TMT for R.C.C.

bored piles & Pile cap as per detailed

drawing, including cutting, bending hooking

tying and welding complete and including

forming the cage and lowering it in position.

8 Providing and laying controlled cement 222.00 Cu.m 4,848.00

concrete M 35 for R.C.C. bored piles of

mt dia. including ramming, vibrating and

finishing complete.

9 Load testing of foundation piles including 1000.00 M.T 187.38

loading with necessary kentledge or any

other suitable method as directed.(Static

10 Load testing of foundation piles including 2.00 Nos. 35,767.11

loading with necessary kentledge or any

other suitable method as directed. (Dynamic

11 Conducting Pile low strain integrity test as 12.00 Nos. 1,212.00

per IS 14893 for Testing on cast -in situ RCC

pile of 1200 mm diameter inclusive of

analysis with all contractor's equipment,

manpower, site preparation, lead and lifts

etc. complete as per standard procedure, and

as directed by the Engineer in charge. Note:-

Rate is inclusive All equipment, All labour

and consumable required & Mobilization of

12 Providing and filling in foundation with 387.00 Cu.m 3,979.40

ordinary Cement concrete M-20 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming and

curing complete.

13 Providing and casting in-situ controlled 176.00 Cu.m 5,050.00

cement concrete M 35 For R.C.C. piles cap

including necessary form work vibrating,

curing and finishing complete.

14 Providing and placing in position Corrosion 15.83 M.T 76,998.56

Resistance Steel TMT (FE 550D) bar

reinforcement for following items including

cutting bending hooking and tying complete

as per detailed drawing. For RCC Raft.

15 Providing and Casting in situ controlled 81.40 Cu.m 4,777.30

Cement Concrete M-35 for R.C.C. Raft

including necessary shuttering laying,

vibrating, ramming and curing complete.

16 Providing and filling sand Inside abutment 860.00 Cu.m 490.47

and between returns in layers as directed.

17 Providing and fixing in position Corrosion- 13.90 M.T 77,555.58

resistant steel TMT (FE-550D) bar

reinforcement including cutting ,bending,

hooking, tying, welding etc., complete as per

detailed drawing and specification. For

Substructure, Pedestal, Return wall,

Abutment cap, Dirt wall, Seismic Arrester

18 Providing and casting in situ controlled 88.40 Cu.m 5,342.90

cement concrete M-35 for R.C.C. return and

abutment as per drawings including

centering shuttering, scaffolding where

necessary, laying vibrating, curing and

finishing complete for all height.

19 Providing and casting in situ controlled 50.92 Cu.m 5,746.90

cement concrete M 35 Mix for R.C.C. works

in abutment cap and dirt wall including

controlled cement concrete M 40 bed block

or pedestals of required drawings, centering

shuttering, scaffolding wherever necessary

laying vibrating curing and finishing

20 Providing and fixing position fully moulded 207360.0 Cu.cm 0.90

restrained elastometric Bearings as per

detailed drawings.

21 Providing and fixing in position Corrosion- 11.40 M.T 78,411.35

resistant steel Fe 550D bar, including .

cutting, bending, hooking, and tying

complete as per detailed drawing.(I) Deck

22 Providing and casting in situ controlled 132.00 Cu.m 5,908.50

cement M 35 for R.C.C. work in

superstructure including centering shuttering

scaffolding, ramming, vibrating curing and

finishing complete. (A) Deck slab

23 Supplying, fabrication, assembling, erection, 234.00 M.T 1,61,132.07

launching, fastening, finishing, and

protection of structural steel works for

girders and associated components complete

in all respects, including studs, metallizing

and HSFG bolting etc. as per approved

drawings, specifications, and relevant codes.

The work shall include supplying structural

steel conforming to Quality “B0” Grade

Designation E350 as per IS:2062; fabrication

and assembly of all types of steel girders of

specified spans; erection, slewing, and end

launching of girders on bearings using

cranes or other approved methods as per site

conditions; provision of trolley refuges; all

temporary arrangements including

scaffolding, staging, tools & plants, and site

The scope shall also include supplying and

fixing High Strength Friction Grip (HSFG)

bolts of any diameter and length with nuts

and DTI washers conforming to IS: 3757 /

IS: 4000, complete with labour, tools, plants,

lead, and lift.

the item includes metallizing of girder

steelwork by aluminum spraying after

surface preparation through grit blasting,

followed by application of one coat of etch

primer (IS:5666), one coat of zinc chrome

primer (IS:104), and two coats of aluminum

paint (IS:2339), complete. The metallizing

system shall achieve 150 microns thickness

for sprayed aluminum, 25–30 microns DFT

for zinc chrome primer, and 12–14 microns

DFT per coat of aluminum paint.

The work also includes welded built-up

structural steel sections such as beams,

joists, channels, angles, tees, flats, rafters,

purlins, and similar members for casting of

deck slab as shuttering work including

cutting, hoisting, fixing in position, and

applying a metallizing coat as specified

1. Detailed fabrication drawings, erection

drawings, and launching methodology shall

be prepared by the contractor before

2. The rate shall be all-inclusive, covering

fabrication, erection, launching, studs,

metallizing and HSFG bolting etc. labour,

Tools & Plants and all incidental works

necessary for completion.

3. Measurement for payment shall be based

on the theoretical weight of structural steel

components including main members,

gusset plates, and all associated fittings

unless otherwise specified.

4. All works shall conform to relevant IS

codes, approved QAP, and project drawings.

Structural Steel Work for Girders and

Associated Components

24 Providing and fixing in position Corrosion- 14.20 M.T 76,939.88

resistant steel FE 550D TMT bar

reinforcement including cutting, bending

and tying complete as per detailed drawings.

(A) R.C.C. Approach slab (B) Wearing Coat.

25 Providing and casting in situ controlled 62.00 Cu.m 5,312.60

cement concrete M 35 for approach slab

including form work curing and finishing

26 Providing and casting in situ controlled 50.00 Cu.m 5,534.80

cement concrete M 40 for average 100 mm.

thick wearing coat laid as directed including

tamping vibrating finishing curing and

filling in joints with bitumen complete.

27 Modular Strip / Box Seal Joint (Providing 34.00 Rmt 2,057.37

and laying of a modular strip Box steel

expansion joint including anchorage catering

to a horizontal movement beyond 70 mm and

upto 140mm, complete as per approved

drawings and standard specifications to be

installed by the manufacturer/supplier or

their authorised representative ensuring

compliance to the manufacturer's

instructions for installation.)

28 Providing and casting in situ controlled 164.00 Rmt 6,719.13

reinforced cement concrete for crash barrier

at the edges of the bridge structures,

constructed with M-40 grade concrete with

Corrosion-resistant steel Fe 550D

reinforcement and installed as per

dimensions given in the approved drawing

and at locations with two coat of painting,

etc. else directed by the Engineer-in-Charge.

29 Providing P.V.C. 100 mm diameter water 24.00 Each 159.37

spouts including necessary iron gratings as

30 Load testing of one composite steel/ Span 800.00 M.T 169.92

Designing and Load testing of one

composite girder/ Span as selected by the

Engineer-in-charge confirming to Rly.

Standards with loads to be applied and

removed incrementally etc. complete as per

special condition and specification of

contract, as per relevant IS/IRC codes with

all contactors labour supervisor, T & P's all

taxes, equipment, leading materials

instruction of load test jacks etc., dial

gauges, including all lead and lift.

31 Earth work for embankment including 4253.70 Cu.m 283.81

breaking clods dressing with all lead and lift

and including watering, rolling, and

consolidation of subgrade in layers at

O.M.C. to required dry density including

filling the depressing which occur during the

process using Vibratory roller 8T to 10T.

32 Construction of 150 mm thick compacted 428.40 Cu.m 1,375.58

coarsed granular subbase (Grade-I crushed

B.T materials of 53 mm to 26.5 mm @

%,26.5 mm to 4.75 mm @ 45% ,Below

mm @ 20 %) by providing close graded

material , mixing in a mechanical mix plant

at OMC, carriage of a mix material to work

site, spreading uniform layers with motor

grader on prepared surface and compacting

with vibratory power roller to achieve desire

density , complete as directed by Engineer-

33 Construction of dry lean cement concrete 237.20 Cu.m 3,442.08

Sub- base over a prepared sub-grade with

coarse and fine aggregate conforming to IS:

383, the size of coarse aggregate not

exceeding 25 mm, aggregate cement ratio

not to exceed 15:1, aggregate gradation after

blending to be as per design, optimum

moisture content to be determined during

trial length construction, concrete strength

not to be less than 10 Mpa at 7 days, mixed

in a batching plant, transported to site, laid

with a paver with electronic sensor,

compacting with 8-10 tonnes vibratory

roller, finishing and curing.

34 Construction of pavement quality concrete 711.50 Cu.m 6,480.16

un-reinforced, dowel jointed, plain cement

concrete pavement with M-30 grade

concrete over a prepared sub base with

cement , coarse and fine aggregate

conforming to IS 383, maximum size of

coarse aggregate not exceeding 25 mm,

mixed in a batching and mixing plant as per

approved mix design, transported to site, laid

as directed, spread, compacted and finished

in a continuous operation including

provision of contraction, expansion,

construction and longitudinal joints, joint

filler, separation membrane, sealant primer,

joint sealant, debonding strip, admixtures as

approved, curing, finishing to lines and

grades as per drawing and as directed by

Engineer-in-Charge.

35 Road marking with hot applied thermo 99.00 Sq.m 367.72

plastic paints with reflectorising glass beads

on bitumin surface providing and laying a

hot applied thermoplastic compound 2.5 mm

thick includlng reflectorsing glass beads@

250 gms 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 sreaks and

holes. zebra patta/bump patta lane/center

line/edge line/cut patta. The white color

marking should provide liminance coefficent

on cement road shall be min 130mcd/m2/lux

and Asphalt road shall be min

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

IRC35. warranty for retro reflectivity shall

36 Cautionary Warning Sign :-Providing and 4.00 Nos. 3,906.19

fixing sign boards made out of 2mm

aluminum sheet / 4mm ACP (Aluminum

composite Panel); size 90 x 90 x 90 cms.

equilateral triangle as per design of IRC-67-

2012. Pre treated with phosphating process

& acid etching; coated with one coat of

epoxy primer and two coats of best quality

epoxy paint ; reflectorized with High

Intensity Prismatic Grade retro reflective

sheeting of Type-4; 3.6mtr long stand post of

Iron Angle 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated

from suitable size iron angle of 35 x 35 x

3mm; painted with best quality epoxy

coatings in black and white bends. The

details of symbol for each board shall be as

per the instruction of engineer in charge. 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

warranty for 7 years for the Retro reflective

sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test

report from third party test lab for the

product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro

Reflective sheeting.

37 Hazard Marker Sign :-Providing and fixing 4.00 Nos. 3,518.69

sign boards made out 2.0 mm aluminum

sheet / 4 mm ACP (Aluminum composite

Panel); size 90x30 cms. rectangular as per

design of IRC-67-2012. Pre treated with

phosphating process & acid etching; coated

with one coat of epoxy primer and two coats

of best quality epoxy paint ; reflectorized

with High Intensity Prismatic Grade retro

reflective sheeting of Type-4; 1.8mtr long

stand post of Iron Angle 75 x 75 x 6mm /

65NB Circular MS Pipe as required and

frame fabricated from suitable size iron

angle of 35 x 35 x 3mm; painted with best

quality epoxy coatings in black and white

bends. The details of symbol for each board

shall be as per the instruction of engineer in

charge. 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 warranty for 7 years for the Retro

reflective sheeting from original

manufacturer & a certified copy of 3 year

outdoor exposure test report from third party

test lab for the product offered shall be

submitted by contractor. (B) Class-B Type-4

Retro Reflective sheeting

38 Regulatory / Mandatory Sign :-Providing 4.00 Nos. 3,540.12

and fixing sign boards made out of 2mm

aluminum sheet / 4mm ACP (Aluminum

composite Panel); size 60 cms. Dia Circle as

per design of IRC-67-2012. Pre treated with

phosphating process & acid etching; coated

with one coat of epoxy primer and two coats

of best quality epoxy paint ; reflectorized

with High Intensity Prismatic Grade retro

reflective sheeting of Type-4; 3.6mtr long

stand post of Iron Angle 75 x 75 x 6mm /

65NB Circular MS Pipe as required and

frame fabricated from suitable size iron

angle of 35 x 35 x 3mm; painted with best

quality epoxy coatings in black and white

bends. The details of symbol for each board

shall be as per the instruction of engineer in

charge. 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 warranty for 7 years for the Retro

reflective sheeting from original

manufacturer & a certified copy of 3 year

outdoor exposure test report from third party

test lab for the product offered shall be

submitted by contractor. (B) Class-B Type-4

Retro Reflective sheeting.

39 Chevron sign :-Providing and fixing sign 4.00 Nos. 3,711.75

boards made out of 1.5mm aluminum sheet /

3mm ACP (Aluminum composite Panel);

size 60x50cm rectangular as per design of

IRC-67-2012. Pre treated with phosphating

process & acid etching; coated with one coat

of epoxy primer and two coats of best quality

epoxy paint ; reflectorized with High

Intensity Prismatic Grade retro reflective

sheeting of Type-4; 3.3 mtr long stand post

of Iron Angle 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame

fabricated from suitable size iron angle

of35x35x3mm; painted with best quality

epoxy coatings in black and white bends. the

details of symbol or inscription / numerals

for each board shall be as per the instruction

of engineer in charge. The fixing at site shall

be in 1:2:4 CC block of size 45 x 45 x

Cms. for each leg including excavation,

curing etc. Complete under the supervision

of engineer in charge. A warranty for 7 years

for the Retro reflective sheeting from

original manufacturer & a certified copy of

year outdoor exposure test report from third

party test lab for the product offered shall be

submitted by contractor. (A) Class-B Type-

4 Retro Reflective sheeting

40 Providing and fixing hectometer as per 3.00 Nos. 356.50

I.R.C. type design including painting

lettering etc. complete fixing in C.C. 1:5:10.

41 Cat Eye / Road Stud / RPM: Supplying of 117.00 Each 326.23

Molded Twin Shanks Raised Pavement

Markers made of polycarbonate and ABS

moulded body and reflective panels with

micro prismatic lens capable of providing

total internal reflection of the light entering

the lens face and shall support a load of

13635 kgs. Tested in accordance to ASTM D

4280 Type H . The height, width and length

shall not exceed 20 mm, 130 mm and

mm and with minimum reflective area of

Sq.cm on each side and the slope to the base

shall be 35 +/- 5 degree. The strength of

detachment of the integrated cylindrical

shanks, (of diameter not less than 19 +/-

mm and height not less than 30+/- 2 mm)

from the body is to be a minimum value of

500 Kgf. Fixing will be by drilling holes on

the road for the shanks to go inside, without

nails and using epoxy resin based adhesive

as per manufacturers recommendation and

The color of the marker should be as per the

IRC 35 and as directed by Engineerin-

42 Providing and fixing in position 1.80 2.00 Each 3,134.03

m high above finished ground level canal

data boards of standard size 1.20m x 0.90m

with M.S. angle 40mm x 40mm x 6mm

with 3mm thick iron plate in 1:5:10

proportion concrete block size 40cm x

40cm x 75 cm including painting existing

data on the board etc. complete as directed.

43 Providing and fixing pre-cast concrete kerb 291.15 Rmt 361.64

stone of gray cement based concrete block

30cm length,30cm height and 15cm thick of

M25 grade concrete as per approved design

and including excavation for fixing in proper

line and level, filling the joint with C:M 1:3

(1cement:3fine sand) etc complete.

I/We am/are willing to carry out the work at… ....................... %above/below percent(Should

be written in figures and words) of the estimated rate mentioned above. Amount of my /our

tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………%below Add………%Above

In words In words

(B) For Item Rate Tender (For above INR 50 Cr.):

Item Description of Item(with Quantity Unit Rate Amount

No brief specification and

reference to book of In In

specifications) figures Words

(A)Total Tendered Amount

(B)Rebate on above tendered amount (if any) % (in figure)

(C)NetTendered Amount(A-B) (in figure) ………………………………

1 The Contractor shall exhibit a board with detailed specification and details of work as

directed by the Engineer-In-Charge for which no extra payment shall be made.

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

4 In all P.C.C./R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as

per vernacular office letter no. 04 of 2024, Dt. 20/01/2024 of The Chief Engineer, Quality

Control (SSNNL) as stated in S.O.R. therefore in P.C.C./R.C.C. items where there is a change

as per Nominal mix the cost of difference of cement consumption have been deducted from

the rate of original item at the rate of input rate (i.e. 5234.00 Rs / MT for OPC) mentioned in

5 An amount of Rs. 22,03,200/- ( Rs. Twenty Two Lacs Three Thousand Two Hundred only )

towards estimated credit value of retrieved reinforcement shall be recovered from the first

R.A. Bill of this work irrespective of the quantity actually received on site.