SJMMSVY

Sr No. ITEM Description QTY Unit Rate Amount

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

Including conveying and spreading the stuff, embankment as

and where directed within 8.0 km m. from the end of the

cuting with all required lead and lift.

2 Supplying and stacking of Quarry Spauls materials at

site including filling boxes with all lead and lift.

3 Providing and laying Granular Sub-Base material

having P.I. not more than 6 including spreading in

layers not exceeding 150mm compacted thickness and

consolidation by 8-10 tonne power roller to required

camber and grade including cost of water and hire

charges of machinery including T&P with all lead

(Compacted thickness to be measured) as per MoRTH

specification table 400-1, 400-2.For grading- III

Material ( RA 4.1 A (iii)) .

4 Providing, laying, spreading and compacting graded

stone aggregate to Wet Mix Macadam (as per table

400 - 10 and 400 - 11) specification including

premixing the Material with water at OMC in

mechanical mix plant as per approved design mix,

carriage of mixed material by Tipper to site, laying in

uniform layers with motor grade/Front end

Loader/paver finisher, in sub base/base course on a

well prepared under base and compacting with

vibratory roller to achieve the desired density including

lighting, guarding, barricating and maintenance of

diversion etc. (MoRTH specification : Clause 406) by

mechanical means with lead up to 1000m ( RA 4.12 )

5 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.

6 Spreading the Quarry spaull / stone aggregates for

soiling and W.B.M. /soft murram inluding filling the

interstices forming the surface to required camber and

7 Rolling and consolidation upto required density as per

MORTH specification. Including the cost of watering

8 surface dressing with bitumen(vg-30) at the rate of

kg / 10 sq.mt, including filling material etc. complete.

9 Tackcoat at the rate of 5.0kg/10sqmt on B.T. surface

including heating & transport,

10 P & L Bituminous Grout 50 mm thick with asphalt of

grade (80/100) at the rate of 19.9 Kg/MT by weight of

mix including heating & mixing transport, Laying with

Sensor paver finisher, & consoladation by vibrating

Final total 77.00 MT 2316.00

11 P & L 50 mm. compacted thick B.M. using bitumen at

the rate of 3.5% (i.e. 35 Kg/ M.T.) of Total mix,and

including heating & mixing transport, Laying with

Sensor paver finisher, & consoladation by vibratory

roller,etc complete

Final total 78.00 MT 3055.00

12 P & L 30mm thick Semi dence bituminious

Concrete with bitumin mixing at the rate of

5.00% (i.e 50 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

Final total 47.00 MT 3845.00

13 Providing and applying asphalt painting on B.T.

surface with mechanical sprayer using bitumen(vg-30)

at the rate of 5 kg / 10 smt and spreading stone dust on

painting surface at the rate of 0.03 cum / 10 smt and

rolling with smooth wheeled and pneumatic roller and

brushing etc. complete.

14 Refitting of manhole / inlet at road level.

15 Supply of Manhole Frame Cover

16 Pro. Job work of Plumbing connection

ન ધ:- ઉપરો ત તમામ ભાવો GST વગરના છે . GST ની રકમ અલગથી ુ વવામાં 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 (Import bitumen must not be used)

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