Annual Rate Contract (ARC) for flexible road Patchwork of Roads at N.A, GIDC, Sarigam.

Name of work: - Annual Rate Contract (ARC) for flexible road Patchwork of Roads

at N.A, GIDC, Sarigam..

Item Qty. Rate Unit Amount in Rs.

1 Providing, laying, spreading and compacting graded 507.54 2076.00 Cu.

stone aggregate to wet mix macadam spacification Mt

including premixing the materials with water at

OMC in mechanical mix plant carriage of mixed

materials by tipper to site, laying in uniform layers

(Layer should not be more than 250 mm)with paver

in sub base/base course on well prepared surface

and camber with Sensor paver consolidation by

vibratory road roller to achieve the desired density

by using machine crushed chips as per required

gradation mixing with required optimum quantity

of water incl material, labour, plant and machinery

and equipment etc. complete by plant mix method. (

Using mechanical paver ) .

2 'Providing and applying primer coat with bitumen 4935.00 106.98 Sq.

emulsion RS1 on prepared surface of granular Base Mt

including clearing of road surface and spraying

primer at the rate of 0.70 kg/sqm using mechanical

3 'Providing & laying compacted 70 mm thick dense 800 5518.57 MT

graded bituminous macadam (DBM) Grade-II in

Single layer using 100-120 TPH batch type HMP

with tack coat at the rate of 2.5 kg / 10 m2 (VG10)

in each using crushed aggregates of specified

grading premixed with bituminous binder @ 4.5% (

VG - 40) bitumen by weight of total mix and filler

transporting the hot mix to work site laying with a

hydrostatic paver finisher with sensor control with

full road carpet width (Single screed) or as directed

by Engineer in charge to the required grade, level

and alignment, rolling with smooth wheeled roller,

intermediate rolling 8-10 tonnes dead weight or

vibratory roller & pneumatic tire roller of 12 to

tonnes weight having sufficient width and pressure

& the finishing rolling shall be done with 6 to

tonnes smooth wheeled tandem rollers to achieve

the desired compaction as per MORT&H

specification etc complete in all respects. The

agency shall have to get the mix design done from

approved laboratory and submit to the Engineer in

charge for approval. (Va = 3.5% & Vbe= 11.50%

Signature of Contractor Chief Officer

NA,GIDC, SARIGAM

must be considered in mix design) If the asphalt

(bituminous) content is more than above, the

agency shall have to bear the cost of additional

asphalt. The payment shall be done on the

permissible field density achieved on the site

instead of density derived in the mix design. (The

density obtained by mix design above 2.31 MT/M3

shall be born by agency)

4 'Providing and laying compacted 40 mm thick 470.00 6466.18 MT

Bituminous Concrete ( BC ) Grade -II in single layer

using 100-120 TPH batch type hot mix plant and

using emulsion asphalt as a tack coat @ 2.5 kg /

sq. mt (VG 10) in each using crushed stone

aggregate of specified gradation and filler, Premix

with VG-40 grade bituminous binder at 5.40 % by

total weight of mix & filler incl. transporting the hot

mix to work site and laying with hydrostatic paver

finisher having sensor control with Full road carpet

width ( Single screed) or as directed by Engineer in

charge to the required grade, level and alignment,

rolling with smooth wheeled roller, intermediate

rolling 8-10 tonnes dead weight or vibratory roller

& pneumatic tire roller of 12 to 15 tonnes weight

having sufficient width and pressure & the finishing

rolling shall be done with 6 to 8 tonnes smooth

wheeled tendem rollers to acheive the desired

compaction as per MORT&H specification etc

complete in all respects. The agency shall have to get

the mix design done from approved laboratory and

submit to the Engineer in charge for approval (Va =

3.5% & Vbe= 11.50% must be considered in mix

design ). If the asphalt (bituminous) content is more

than above, the agency shall have to bear the cost of

additional asphalt. The payment shall be done on

the permissible field density achieved on the site

instead of density derived in the mix design. ( The

density obtained by mix design above 2.36 MT/M3

shall be born by agency)

5 'Providing and applying asphalt painting with 4935.00 60.87 Sq.m

bitumen of VG 40 grade on bituminous surface t

including clearing of road surface and spraying

Bitumen at the rate of 0.60 kg / sqm using

mechanical means.

6 'Metal Beam Crash Barrier (Providing and erecting 48.72 3388.00 Rmt

a "W" metal beam crash barrier comprising of 3 mm

thick corrugated sheet metal beam rail, 70 cm above

road/ground level, fixed on ISMC series channel

Signature of Contractor Chief Officer

NA,GIDC, SARIGAM

vertical post, 150 x 75 x 5 mm spaced 2 m center to

center, 1.8 m high, 1.1 m below ground/road level,

all steel parts and fitments to be galvanized by hot

dip process, all fittings to conform to IS:1367 and

IS:1364, metal beam rail to be fixed on the vertical

post with a spacer of channel section 150 x 75 x

mm, 330 mm long complete as directed by engineer

I / We agree to carry out the above work at ____________ % above the estimated rate ((In

Words) _________________________________________________) percentage above the Estimated Tender

I / We agree to carry out the above work at ____________ % below the estimated rate ((In

Words) _________________________________________________) percentage below the Estimated Tender

Estimated Amount Estimated Amount

Put to Tender Rs. 9501013.00 Put to Tender Rs.

Add % Above Rs.__________ Deduct % Below Rs. ____________

Net Amount Rs.__________ Net Amount Rs._____________

Net In Figure Rs.__________ Net in Figure Rs. ______________

I / We have read the Condition mentioned in this tender and agree to abide by the same.

Signature of Contractor Chief Officer

NA,GIDC, SARIGAM