SJMMSVY

N 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.

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 gradient.

7 Rolling and consolidation upto required density as per MORTH

specification. Including the cost of watering etc complete.

8 surface dressing with bitumen(vg-30) at the rate of 15 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 etc.compelete.

Final total 99.00 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 102.00 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 specification

Final total 61.00 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.

12 80 mm thick Precast Rubber Moulded paving block with comp.

strength 45 N/sq mm incl. supply, levelling, compaction and fitting

over sand/grit bading. (R.A.)

15 Supply of Manhole Frame Cover

16 Pro. Job work of Plumbing connection

નોંધ:- ઉપરોક્ત તમામ ભાવો GST વગરના છે . GST ની રકમ અલગથી ચકુ વવામાાં 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.