Road

Name of work :- Construction of C.C Road (Suvidhapath) in Jargali-Sanvav-Velakot-Zanzariya

Road (ODR) Km.0/000 to 7/600 (At Village Sanvav) Ta.Gir-gadhada , Dist.; Gir Somanath

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 151.00 One 150.39

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 1167.00 One 104.20

and camber for making a base for road work Cum

including removing the excavated stuff and

depositing on the road side slopes as directed

3 WBM Grading-1 389.00 One 1967.58

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

4 Rolling and Watering of earthwork with 151.00 One 22.48

vibratory roller including filling in Cum

depression which occur during the process

and as directed.

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

No. and reference to book of Specification)

5 Construction Dry lean cement Ready Mix 389.00 One 2762.35

concrete Sub- base over a prepared sub-grade Cum

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.

6 Construction of un-reinforced, dowel jointed, 739.00 One 6284.22

plain cement concrete pavement over a Cum

prepared sub base with Ready Mix Concrete

grade M-200 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

7 Supplying fixing & joining reinforced 90.00 One 649.92

concrete heavy duty non pressure pipe Rmt.

carrying indian railway standard with collars

for culverts carring heavy traffic as per Indian

railway standard specification including

setting and joining the pipe in cement mortar

1:2 watering or laying (to level and slope)of

I.S.class NP-3 300mm dia internal

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

No. and reference to book of Specification)

8 Providing and erecting suvidhapath logo board cum 2.00 One 6318.56

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 Sixty Seven Lakh(s) Two Thousand Eight Hundred Sixteen And Paise Four

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

Una Gir Somnath