Re-carpeting of various roads in Housing & Commercial Area GIDC Vapi.

NAME OF WORK: Patchwork of various roads in housing & commercial area @

Notified Area Vapi.

Item Item Description Quantity Unit Rate Total Amount

Item Item Description Quantity Unit Rate Total Amount

No. Incl. 1% (Rs.)

1 Providing, laying, spreading and 1350.00 Cum 1832.41

compacting graded stone aggregate to

wet mix macadam spacification 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 200 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 machinary and equipment etc.

complete by plant mix method. ( Using

mechanical paver ) .

2 Providing and applying primer coat with 45000.00 Sqmt 107.18

bitumen emulsion SS1 on prepared

surface of granular Base including

clearing of road surface and spraying

primer at the rate of 0.70 kg/sqm using

mechanical means.

3 Providing & laying compacted 60 mm 1674.72 MT 5559.72

thick dense 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 15 tonnes weight having

sufficient width and pressure & the

finishing rolling shall be done with 6 to

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 derieved in

the mix design. ( The density obtained

by mix design above 2.31 MT/M3 shall

be boarn by agency )

4 Providing and laying compacted 40 mm 4410.00 MT 6485.12

thick Bituminous Concrete ( BC ) Grade -

I in single layer using 100-120 TPH

batch type hot mix plant and using

emulsion asphalt as a tack coat @ 2.5 kg

/ 10 sq.m (VG 10) in each using crushed

stone aggregateof specified gradation

and filler,. Premix with VG-40 grade

bitumenous binder at 5.20 % by total

weight of mix & filler incl. transporting

the hot mix to work site and laying with

hydrostatic paver finisher having sensor

control with minimum road width 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

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

MT/M3 shall be born by agency )

5 Providing and applying Asphalt painting 45000.00 Sqmt 63.62

with bitumen of VG 40 grade on

bituminous surface including clearing of

road surface and spraying Bitumen at the

rate of 0.60 kg/sqm using mechanical

*All the rates in schedule-B are EXCLUDING GST.

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

_________________________________________________) percentage above the Estimated Tender Rate.

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

_________________________________________________) percentage below the Estimated Tender Rate.

Estimated Amount Estimated Amount

Put to Tender Rs. 4,80,70,107.00 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