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Name of work :- Construction Cement Concrete Roads of Bhavnagar District Package No.RPC-

2/BVN/Suvidhapath/2025-26/P.38 Ta.Talaja , Dist.; Bhavnagar

BILL OF QUANTITIES

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

1 Box cutting the road surface to proper slope 1473.00 One 112.02

and camber for making a base for road work Cum

including removing the excavated stuff and

depositing on the road side slopes as

directed upto all lead.

2 Supplying, stacking, spreading, rolling, 844.00 One 552.01

watering and consolidation to desired Cum

density of quarry spall with all lead and lift.

3 WBM Grading-2 222.00 One 1389.10

Providing, laying, spreading and compacting Cum

stone agg. Of 63mm to 45mm size to water

bound macadam specification including

spreading in uniform thickness, hand

packing, rolling with smooth wheel roller 80-

100 KN in stage to proper grade and camber,

applying and brooming, stone

screening/binding material to fill-up the

intersties of coarse agg., watering and

compacting to the required density grading-

2 as per Technical Specification Clasue.405

By menual means.

4 Construction Dry lean Ready Mix cement 148.00 One 2591.66

concrete Sub- base over a prepared sub- Cum

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 table

600-1, cement content not to be less than

220kg/ cum, 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 fixed

form paver or conventional method,

compacting with 8-10 tonnes vibratory roller,

finishing and curing etc. complete.

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

5 Construction of un-reinforced, dowel jointed, 473.00 One 6720.08

plain cement concrete pavement over a Cum

prepared sub base with ready mix cocrete

grade M200, 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 with a fixed form or slip form paver,

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, dowel bar, tie rod,

admixtures as approved, curing compound,

finishing to lines and grades as per drawing

6 Supplying and fixing reinforced concrete 15.00 One 659.99

heavy duty non presure pipes with collars Rmt.

for culverts carrying heavy traffic as per IS

458-1991 specification including setting and

joinng the pipes in C.M. 1:2 watering and

laying (to level or slope) of I.S. Class NP-3 of

following internal diameter with all lead and

lift. (i) 300mm Dia.

7 Demolition and desposal of unserviceable 56.25 One 637.86

materials with all lead and lift. (II) Cum

Unreinforced cement concrete.

8 Providing and erecting suvidhapath logo board cum 3.00 One 6012.53

unformatory retro reflectorised board as per IRC-67 No

made of eingineering grade sheeting as per

specification fixed over alluminium sheeting 2mm.

thick as pogo baord with vertical support of M.S.

angle 35x35x5 mm and leteral clearance of 10mm

between logo and informatory board and 2mm. thick

M.S plate as information board with area exceeding

0.90sqm. fixed on frame of an angle 35x35x5mm and

suported on a M.S. angle iron post 75mm x 75mm x

6mm - 2 nos firmly fixed to the ground by means of

properly designed foundation with M-15 grade

cement concrete 45cmx45cmx60xm, below ground

level as per drawing, including painting and

instalation as site.

Rupees Forty Five Lakh(s) Sixty Five Thousand Two Hundred Sixty Two And

Paise Sixty Eight Only

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

I \ We am \ are willing to carry out the work at ……………………… % above \ bellow percent

( Should be written in figures and words ) of the estimated rate mentioned above. Amount of My

\ Our tender works put as under.

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

In words………………….……………… In words………………….………………

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 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.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Talaja Bhavnagar