Re-carpeting of existing asphalt road from VIA chokdi to Prime circle Road @ Notified Area Vapi.

NAME OF WORK: Re-carpeting of existing asphalt road from VIA chokdi to Prime circle Road

@ Notified Area Vapi.

Item Total Amount

Item Total Amount

Item Quantity Unit Incl. 1%

Box cutting the road surface to proper slope &

camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope or as directed

by engineer in charge within the estate. Incl

bitumen road with all layers.

Graded Granular sub base (GSB)

Providing & laying of compacted thickness of

Closed Graded Granular sub base (GSB) in

mm layer of graded granular material consisting

of machine crushed black trap stone aggregate

as per grading - V given in table 400-1 of the

specification MORT&H and compactor to the

required density with 8 - 10 tonne vibratory

2 roller with plain drum or heavy pneumatic tyred 303.00 Cum 1564.54

roller of minimum 200 to 300 KN weight in all

seasons as per MORT&H , maintaining the

required slope & grade during the operation as

approved by the engineer in charge & watering

to the proper moisture content and sprinkled

with the help of truck mounted water tank fitted

with suitable arrangement. (fully saturated

having CBR value minimum 30)

Wet Mix Macadam (WMM)

Providing, laying, spreading and 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 ) .

Providing and applying primer coat with

bitumen emulsion SS1 on prepared surface of

4 granular Base including clearing of road surface 1515.00 Sqm 107.18

and spraying primer at the rate of 0.70 kg/sqm

using mechanical means.

Providing & laying compacted 70 mm 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 /

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 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 derieved in the mix design. (

The density obtained by mix design above

MT/M3 shall be boarn by agency )

Providing and laying compacted 40 mm 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 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 derieved in the mix design. (

The density obtained by mix design above

MT/M3 shall be boarn by agency )

Providing and applying asphalt painting with

bitumen of VG 40 grade on bitumenous surface

7 including clearing of road surface and spraying Sqm 63.62

Bitumen at the rate of 0.60 kg / sqm using

mechanical means.

Road marking with hot applied thermoplastic

paint with reflectorising glass beads road

surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250 gms per sqm

area, thickness of 2.5 mm is excluding of surface

applied glass beds as per IRC:35-2015. The

finished surface to be level, uniform and free

from streaks and holes. zebra patta /bump patta

8 lane/center line/edge line/cut patta. The white 341.00 Sqm 367.72

color marking should provide liminance

corfficient on cement road shall be min

mcd/m2/lux and Asphalt road shall be min

mcd/m2/lux during service life during the day

time. The marking should meet the performance

criteria for night time reflectivity, wet

reflectivity and skid residtance as mentioned in

the section-15 of IRC 35-2015. Warranty for the

retro reflectivity should be two year.

Solar Stud: Supplying of Solar Raised Pavement

Markers made of polycarbonate molded body

with circular shape, solar powered, LED self

illumination in active mode, 360 degree

illumination and reflective panels with micro

prismatic lens capable of providing total internal

reflection of the light entering the lens face in

passive mode. The marker shall support a load of

20000 kg tested in accordance to ASTM D

The marker should be resistant to dust and

water ingress according to IP 65 standards and

should withstand temperatures in the range of

C to 70 C. Color of lighting could be provided in

red or yellow (amber) as per requirement and

9 typical frequency of blinking is 1 Hz. There 350.00 Nos. 2088.68

should be current losses of less than 20 micro-

amperes at 2.4 V in sleep-charging mode to

enhance the life of the marker and a full charge

should provide for a minimum autonomy of

hours. The height, width and length of the

marker shall not be less than 10 mm x 100 mm x

100mm. Also, the surface diameter of the marker

shall not be less than 100 mm respectively. The

weight of the marker shall not exceed

Kilograms. Fixing will be by drilling holes on the

road for the shanks to go inside, without nails

and using epoxy resin based adhesive as per

manufacturers recommendation and complete

as directed by the engineer.

*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. 1,49,35,228.00 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