Road

BILL OF QUANTITIES

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount

No. book of Specification)

1 Box cutting the road surface to proper slope and camber for 1361.00 One 109.41

making a base for road work including removing the excavated Cum

stuff and depositing on the road side slopes as directed upto

2 Earthwork in cutting in all sorts of soil and soft Murrum 67.00 One 134.13

including conveying and spreading the suff embankment as Cum

and where directed within 200 meters from the end of the

cutting with all required lead and lift.

3 Water Bound Macadam Grading 1 Providing, laying, 545.00 One 1589.89

spreading and compacting stone aggregates of 90 to 45mm sizes Cum

to water bound macadam specification including spreading in

uniform thickness, hand packing, rolling with smooth wheel

roller 80-100 kN in stages to proper grade and camber, applying

and brooming, stone screening/bindingmaterials to fill-up the

interstices of coarse aggregate, wateringand compacting to the

required density grading I as per Technical Specification Clause

4 Supplying and fixing reinforced concrete heavy duty 45.00 One 659.99

nonpressure pipe carrying indian railway standard with collars Rmt.

for culverts carrying heavy traffic as per Indian railway

standard specification including setting and jointing the pipe in

C.M. 1:2 watering and laying (to level or slopes) of I.S. class

NP3 300mm. Dia internal

5 Providing and laying RCC gutter including necessary 150.00 One 3680.28

excavation with foundation concrete C.C. M-10 & R.C.C. M-15 Rmt.

Wall, Bottom & Top slab with necessary shuttering, laying,

vibrating, ramming & curing complete including T.M.Τ.

reinforcement & bending,binding.placing in position etc.

6 Construction of dry lean cement concrete Sub- base over a 273.00 One 2164.43

prepared sub-grade with coarse and fine aggregate conforming Cum

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 220 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 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 jointed, plain cement 517.00 One 6032.73

concrete pavement over a prepared sub base with concrete Cum

grade M300, 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 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

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount

No. book of Specification)

8 Road marking with hot applied thermoplastic paints with 115.00 One 367.72

reflectorising glass beads on bitumin/cc surface providing and Sqm

laying a hot applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads @ 250gms 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 streaks and holes. zebra patta /bump patta

lane/center line/edge line/cut patta.The white/Yellow color

marking should provide Sqm 296.40 liminance coefficinet on

cemend road shalll be min 130 mcd/m2/lux and Asphalt road

shall be min 100 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 IRC 35-2015. Warranty for the

Retro reflectivity should be two years

9 Supplying and fixing cat eye (Stimsonite) made out from Acrilo 78.00 One 375.72

beautile sterine injuction high compressed molding with No

reflector made of MMC (prismatic type of size 12cm x 6cm x

2.5cm) provided with bituminous adhesive 100g. with each unit

for fixina. (High Intensity grade)

10 Providing and erecting Suvidhapath logo cum informatory 4.00 One 6368.05

retro reflectorised board as per IRC-67 made of engineering No

grade sheeting as per specification fixed over alluminium

sheeting,2mm. thick as logo board with vertical support of M.S.

angle 35x35x5 mm and lateral clearance of 100mm between

logo & informatory board and 2mm.thick M.S. plate as

information board with area exceeding 0.90 sqm. fixed on frame

of an angle 35x35x5 mm and supported on a M.S. angle iron

post 75mm x75mm x6 mm 2Nos firmly fixed to the ground by

means of properly designed foundation with M 15 grade

cement concrete 45cm x45cm x60cm, below ground level as per

drawing, including paiting

Fifty Four Lakh Thirteen Thousand Two Rupees And Twenty Eight Paisa

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 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

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Keshod-1 Junagadh