Construction of Ashphalt Road from Moti Bhamri Village Road To Karjan Vadi Pumping Station Ta.Nandod

BILL OF QUANTITIES

Construction of Ashphalt Road from Moti Bhamri Village Road To Karjan Vadi Pumping Station

Ta.Nandod Dist.Narmada

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No reference to book of specifications) figures

Clearing and grubbing road land including uprooting rank

vegetation grass bushes,shrubs,sapling and trees girth up to

1 300 mm removal of stumps of trees cut earlier and disposal 0.21 Hact. 28455.09

of unserviceable materials (C) By mechanical means in area

of light jungle

Box cutting the road surface to proper slope and camber for

making a base of road work including removing the

excavated stuff and depositing on the road side slopeas

directed up to 50 mts. Lead.

Earthwork in cutting in all sorts of soil and soft murrum

includng conveying and spreading the stuff, embankment as

and where directed within 200 Meters from the end of

cutting with all required lead and lift.

Providing laying and Spreading Granular sub-base (Grade I)

by providing close graded MCBT material in single layer with

motor grader on prepared surface, mixing by mix in place

method with rotavatore at OMC and compacted with

vibratory roller 80 to 110 KN static weight to achieve desire

density etc completed.

Providing and laying compacted layer of WBM of Grading-I

MCBT metal of size 63 mm to 45 mm in required layers

5 including using 16% stone screening, 13.2mm size and 8% 863.00 Cum 1208.97

stone dust as filler including spreading watering &

consolidation by vibratory roller etc. comp.

Providing and laying compacted WBM of Grading-II MCBT

metal of size 53 to 22.4 mm in required layers including

6 using 24% stone screening, 11.2 mm size and 8% stone dust 575.00 Cum 1404.91

as filler including spreading watering & consolidation by

vibratory roller etc. comp.

Earthwork for embakment including breaking clod, dressing

7 with all lead and lift (including watering and consolidation) 563.00 cum 196.49

(A) From Borrow pits within land width

Providing and laying quarry spall of approved quality

8 including spreading, watering consolidation with vibratory 209.00 Cum 711.04

roller including loading and unloading etc. complete.

Providing and laying Bituminous Grout 37.5 mm thick

compacted with B.T. aggregate as per M.O.R.T. & H.

specification and using Asphalt VG30 at the rate of 19.90 KG.

/ M.T. i.e. 1.99 % of total weight of mix, including heating and

mixing asphalt and aggregate by continuous of drum mix

9 plant and hot laid process laying with paver finisher and 361.00 MT 1980.61

consolidation with Vibratory roller as per M.O.R.T. & H

specification to achive desire density, including cost of

labour, materials , Asphalt, aggregates, labour charges,royalty

charges etc. completed using as directed, including flushing

key agg. @0.13 cum / 10 sq.m.

Providing and laying 37.50mm thick B. M.using B. T. Chips as

per required gradation and using asphalt as binder of VG-30

grade at the rate of 3.50% by weight of mix including tack

coat at 2.50 kg. / 10 sqm. of Bitumen, heating and mixing the

bitumen and aggregate by drum mix plant and laying by

paver finisher including consolidation with vibratory roller

and providing and operating plant and machinery and

equipment including cost of fuel, oil, lubricant , labour

charges, flushing of stone dust / sand @ 0.03 cum/10 sqm.,

cost of asphalt and aggregate etc. complete.

Providing and laying 20 mm thick mix seal surfacing using

stone chips as per gradation asphalt VG-30 (60-70) for

mixing at the rate of 51 Kg/M.T. (5.10%) of mix including

heating the asphalt and aggregate by continious batching of

11 hot mix plant and spreading the same by paver finisher and 192.00 M.T 3811.74

consolidation with vibratory roller 80-100 K.N. static weight

including the cost of labour charges, oil, kerosene, lubricants

etc. complete using contractor's own machinary and plant

Providing and laying Tack evenly tack using rapid setting

Emulsion (RS-1) material at the rate of 4.00 kg/10 sqm on

road surface using emulsion pressure sprayer including the

cost of all labour materials, heating, machinery & Equipment.

Providing and laying Tack evenly tack using rapid setting

Emulsion (RS-1) material at the rate of 2.50 kg/10 sqm on

road surface using emulsion pressure sprayer including the

cost of all labour materials, heating, machinery & Equipment.

Providing and laying Asphalt Painting on B.T. surface with

bitumen VG 30 at the rate of 5.00 kg/ 10sqm, and spreading

stone dust for painting surface at the rate of 0.03 cum/

Road marking with hot applied thermoplastic paints with

reflectorising glass beads on bitumin surface providing and

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

15 patta lane/center line/ edge line/cut patta. The white color 209.00 Sqmt 367.72

marking should provide 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

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 out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

The Contractor shall exhibit a board with brief 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.

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R. NO.:

MIS102010/17/K1 Dated:30/07/2018 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.

Executive Engineer

Medium Irrigation Project Division