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N Description of Items QTY Unit Rate Amt

1 Milling the existing bituminous pavement for the depth of

milling machine in a single cutting depth to make a

uniform surface

without disturbing the base including diversion of traffic,

milled materials to approved dumping site (with in 15 kms

including loading and unloading, all leads and lift, fuel

charges etc complete as directed by Engineer in Charge

2 Earth work in cutting In all sorts of soil and soft murrum

Including conveying and spreading the stuff, embankment as

and where directed with all required lead and lift up to 9 km

3 Supplying & machine crushed stone aggregate chipping

etc. of hard stone 40 mm to 63 mm nominal size free of

disintegrated pieces. deleterious and organic matter

including filling the boxes with all lead and lift etc.

complete on site of the work forbituminous surface

dressing filling the boxes with all lead and lift etc.

complete on site of the work for bituminous surface

dressing etc. as per I.R.C. code.

4 Surface dressing with paving bitumen udsing 15 kg. of

bitumen per 10 sq.m. with 0.15 cu.m. of stone chipping

mm. nominal size per 10 sq.m. of road surface.

5 P & L Bituminous Grout 50 mm thick with asphalt at

the rate of 19.9 Kg/MT by weight of mix including

heating & mixing transport, Laying with Sensor paver

finisher, & consoladation by vibrating etc.compelete.

6 P & L 37.5 / 50 / 75 mm compacted thick Bituminious

Macadam -B.M. (Without Tack Coat) using Bitumen VG

30 (60/70) at the rate of 3.5% (i.e. 35 Kg/ M.T.) of Total mix

including heating & mixing transport, Laying with Sensor

paver finisher, & consoladation by vibratory roller,etc

complete as per MORTH specification

7 P & L 20 / 30mm thick Mix Seal Surface (MSS) / SDBC

using Bitumen VG 30 (60/70) mixing at the rate of 5.10% (i.e

51 kg/M.T) of total mix,including heating & mixing transport

,Laying with Sensor paver finisher, & consoladation by

vibratory roller including fire wood,etc comp.as per MORTH

8 Providing and Applying Asphalt Painting on B.T. surface

with mechanical sprayer using Bitumen VG 30 (60/70) at the

rate of 5.00 kg/10 smt and spreading stone dust on painting

surface at the rate of 0.03 cum/10 sq mt and rolling with

smooth wheeled and pneumatic roller and brushing etc.

9 Tackcoat using Bitumen VG 30 (60/70) at the rate of

5.0kg/ 10sqmt on B.T. including heating & transport

10 Supplying and stacking of Quarry Spauls materials at site

including filling boxes with all lead and lift.

11 Spreading the Quarry spaull / stone aggregates / Murrum

Binding Materials for soiling and W.B.M. including filling

the interstices forming the surface to required camber and

12 Rolling and consolidating of soling including filling in

depression which occurs during the process with power roller

13 Refittings of paving block

14 80mm thick paving block with comp. strength 35 N/sq

mm incl. supply, levelling, compaction and fitting over

sand/grit bading. (R.A.)

15 80mm thick paving block with comp. strength 45 N/sq

mm incl. supply, levelling, compaction and fitting over

sand/grit bading. (R.A.)

16 Supplying of of man hole/ inlet frame cover including

dismentelling, required Brick Masonary upto new road

level surface and plaster, vata, concrete, etc.

17 Re fitting of man hole frame cover including dismentelling,

required Brick Masonary upto new road level surface and

plaster, vata, concrete, etc. compelete.

18 Pro. Job Work of Plumbing Connection

નોંધ:- ઉપરોક્ત તમામ ભાવો GST વગરના છે . GST ની રકમ અલગથી ચુકવવામાાં આવશે.

Notes for Bitumen Road work

Please read detailed Specification & Conditions carefully before submitting rates

Note Rates are to be quoted on percentage basis either above or below as the case may be and

should be entered in the figures and words.

Note Rates quoted include clearance of site (prior commencement of work and at its close) in all

respects and hold good for work under all conditions, site moisture, weather etc.

Note The contractor shall exhibit the details of work, tender amount, specifications as per Govt.

circular No. TNC/ 1090-24 C, Dated. 05-03-11 as directed by the Engineer-in-charge on the

work site for which contractor is not entitles for any extra payment.

Note Testing of materials as per statement attached with the specifications. The materials shall be

tested in G.E.R.I. OR Govt. approved agencies with prior permission of Engineer in charge.

No payment shall be paid for the same.

Note The other conditions of Schedule "B" will remain unchanged.

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Note Labour Cess 1 % (One Percent) of estimated cost put to tender for this work shall be

recovered from contractor of building or other construction works. (Resolution of

Employment and condition Act 1996)

For PAVER ROAD WORKS Basic Rate of bitumen (VG-30) is considered to be

Rs 46832/ per M T at Koyali Refinery

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Note-13 BITUMEN USED IN WORK MUST BE FROM IOCL/BPCL/HPCL REFINERY.