Suvidhapath

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

2/AMR/Suvidhapath/Normal/2025-26/P.42 Ta.Liliya , 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 58.00 One 157.91

breaking clods, dressing with all lead and lift Cum

(Excluding watering and consolidation) (A)

From borrow area with all lead and lift.

2 Box cutting the road surface to proper slope 6468.00 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 3852.00 One 1531.13

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 Excavation for foundation upto 1.5m depth 70.00 One 253.88

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. Dense or hard soil.

5 Excavation for foundation upto 1.5m depth 70.00 One 432.61

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. Hard Murrum

6 Providing and casting in situ ordinary 183.00 One 3921.63

cement concrete M-150 mix and providing Cum

necessary pin headers including shuttering,

scafilding, laying vibrating, curing and

finishing complete Without V-Grooves For

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

No. and reference to book of Specification)

7 Providing and filling in foundation with 18.00 One 3345.58

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

8 Construction of dry lean cement Ready Mix 2393.00 One 2163.42

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

kg/ 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 paver,

compacting with 8-10 tonnes vibratory roller,

finishing and curing etc. complete.

9 Construction of un-reinforced, dowel 3525.00 One 6293.10

jointed, plain cement concrete pavement Cum

over a prepared sub base with ready mix

cocrete grade M250, coarse and fine

aggregate conforming to IS 383, maximum

size of coarse aggregate not exceeding

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

10 Providing and laying weep hole in 88.00 One 56.12

Abutment and returns by using A.C pipe of No

100mm. Incl. fixing in proper grade and

jointing the complete as per detailed

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

No. and reference to book of Specification)

11 Providing and laying in Position FE - 1.230 One 73858.69

500/500D TMT bar reinforcement including MT

cutting, bending, hooking and tying

complete as per detailed drawings for the

following (A) Piers (B) Abutments (C)

Returns (D) Walls etc.

12 Filling available excavated earth (excluding 297.70 One 136.91

rock ) in trenches plinth sides of foundation Cum

etc. in layers not exceeding 20cm in depth

consolidating each deposited layer by

ramming and watering.

13 Providing and supplying in standard length 165.00 One 1010.00

ISI mark high density Polyethylene H.D.P.E. Rmt.

Pipes suitable for potable water as per IS

specification no. 4984/1995 including all

local and central taxes, transportation,

freight charges octroi, inspection charges,

loacling, unloading, conveyance to the dept.

stores etc. comp With Excavation for pipe

line trench for water suppl,seweragre

line,manhole,etc.all with 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

14 Demolition and desposal of unserviceable 87.75 One 623.02

materials with all lead and lift. (II) Cum

Unreinforced cement concrete.

15 Demolition including stacking of serviceble 266.25 One 1082.35

materials and disposal of unserviceble Cum

materials with all lead and lift (i) R.C.C work

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

No. and reference to book of Specification)

16 Providing and fixing pre-cast Rubble 3392.00 One 706.93

dye/steel dye center locking cocrete block sqm

60mm thick with grade cocrete M-300

pumatic compressed by mechanically

pressed and as per approved design

confirming to IS 15658:2006 including 35 mm

sand layer for levelling and filling the joint

with sand in proper line and level as per

Guidline of IRC:SP 63-2018 etc. completed

17 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.

18 Road Marking with Hot Applied paints with 795.00 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 Eighty One Lakh(s) Seventy Three Thousand Two Hundred

Seven And Paise Ten 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