Suvidhapath

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

2/AMR/Suvidhapath/Normal/2025-26/P.40 Ta. Savarkundla , Dist.; Amreli.

BILL OF QUANTITIES

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

No. and reference to book of Specification)

1 Earthwork for embankment including 552.93 One 157.91

breaking clods, dressing with all lead and lift Cum

(Excluding watering and consolidation) (A)

Selected soil should be From borrow area

with all lead and lift and should have CBR

not less than 6.00%.

2 Box cutting the road surface to proper slope 5752.00 One 109.41

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.

3 WBM Grading-1 2261.00 One 1641.20

Providing, laying, spreading and compacting Cum

stone agg. Of 90mm 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-

1 as per Technical Specification Clasue.405

By menual means.

4 WBM Grading-2 593.00 One 1601.12

Providing, laying, spreading and compacting Cum

stone agg. Of 40mm to 63mm 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-

1 as per Technical Specification Clasue.405

By menual means.

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

No. and reference to book of Specification)

5 Providing, laying, spreading and compacing 445.10 One 693.92

of Quarry spall including spreading, rolling Cum

watering etc. with all lead and lift.

6 Construction Dry lean cement concrete Sub- 2204.00 One 2163.42

base over a prepared sub-grade with coarse Cum

and fine aggregate conforming to IS: 383, the

size of coarse aggregate not exceeding

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.

7 Construction of un-reinforced, dowel 3337.00 One 6221.60

jointed, plain cement concrete pavement Cum

over a prepared sub base with Ready mix

cement concrete grade M-250 , coarse and

fine aggregate conforming to IS

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

8 Filling available excavated earth (excluding 967.50 One 136.92

rock ) in trenches plinth sides of foundation Cum

etc. in layers not exceeding 20cm in depth

consolidating each deposited layer by

ramming and watering.

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

No. and reference to book of Specification)

9 Providing and fixing pre-cast Rubber 2980.00 One 706.93

Dye/steel Dye inter locking concrete block Sqm

60mm thick with grade of concrete M300

pnumatic compressed / vibrated

mechincally and as per approved design

confirming to IS 15658 : 2006 including

35mm sand layer for levelling and filling the

joit with sand in proper line and level as per

guidlines of IRC: SP 63-2018 etc. complete.

10 Excavation for pipe line trench for water 157.50 One 1010.00

supply,seweragre line, manhole,etc.all with Rmt.

shoring and struting if required as per

requried gradiyan and line including saffety

provision using site rail and stucking

excavated stuff including up to all requried

lead cleaning the site etc compl.for all lift

and stratta.as specified up to 1.5m

depth.200MM 6Kg\sqcm

11 Demolition and desposal of unserviceable 116.25 One 623.02

materials with all lead and lift. (II) Cum

Unreinforced cement concrete.

12 Demolition including stackinh of serviceable 240.75 One 1082.35

materials and desposal of unserviceable Cum

materials with all lead and lift. (II)

Reinforced cement concrete work.

13 Providing and erecting suvidhapath logo board cum 6.00 One 6002.43

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.

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

No. and reference to book of Specification)

14 Road Marking with Hot Applied paints with 856.25 One 367.72

reflectorising glass beads on bitumin surface Sqm

providing and laying a hot applied thermoplasting

compund 2.5mm thick including reflectorising glass

beads @250 gm per sq.mtr area, thickness of 2.5mm is

excluding of surface applied glass beads as per IRC:35-

2015 the finished surface to be level, uniform and free

from streaks and holes, zebra

patta/bump/centerline/edge line/ cut patta. the

while color marking should provide liminance

coefficient on cement road shall be min.

mcd/m2/lux and asphalt road shall be min

mcd/m2/lux during the survice life during the date

the marking should meet the performanace criteria

for night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of IRC 35-

2015 warranty for retroreflectivity shall be two years.

Rupees Three Crore Forty Two Lakh(s) Ninety Seven Thousand Four Hundred

Fifty And Paise Seventy Only

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.

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

No. and reference to book of Specification)

* 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

Savarkundla Amreli