Bid Documents for Construction of Asphalt Road in Different OG Area, at.Anjar Nagarpalika, Anjar under SJMMSVY OG Grant, Dist:- Kutch.

Description Estimated Cost Tender Cost

B Construction of Asphalt Road in Various OG Area At.Anjar

I/We am/are willing to carry out the work at… % above/below percent (Should be written in figures and words) of the

estimated rate mentioned above. Amount of my/our tender works out as under Estimated amount put to tender

Estimated amount put to tender Deduct………% below Add………% Above

In words In words………………….

The 18% GST will be Paid Separately for the tender rate shown in the Schedule B

The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer‐In‐ Charge

for which no extra payment shall be made.

The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

GST and Income tax TDS will be deducted at a source while making payments of bills

Signature of Contractor Signature of Chief Officer

ANJAR NAGARPALIKA, ANJAR

Anjar Nagarpalika, Anjar

Name of Project :- Bid Documents for Construction of Asphalt Road in Different OG Area, at.Anjar

Nagarpalika, Anjar under SJMMSVY OG Grant, Dist:- Kutch

Name of Work : Construction of Asphalt Road in Various OG Area At.Anjar

01 : Opposite Nayra Pump to Kanchanben House Road

02 : Vijaynagar Shakha Ground to Anganwadi Road

03 : Surapura Dada to Panjora Pir Road

Item Qty. Rate Per Amount

Box cutting the road surface to proper slope and camber for

making a base for road work including removing the excavated

stuff and depositing on the road side slope as directed upto 50Mt.

Extra Lead Upto 1 km…. 1540.00 48.05 Cu.m

Providing and filling sand in between the top and bottom plugs

with good sand in layers including compacting as directed. 420.00 504.42 Cu.m

Construction of 150mm thick Granular Sub Base (Grading crushed

BT cores matel material of 53.00 mm to 26.50 mm at 35%,

26.50mm to 4.75mm at 45% Below 2.36mm at 20%) by

providing coarse matel material mixing in a site with OMC.

spreading in uniform layers with motor grader as per required

slope and gradient on prepared surface and compacting with

vibratory roller at OMC to achieve the desired compaction

complete as per MORT & H clause 401 420.00 847.39 Cu.m

Providing and Laying 150 mm thick compacted WBM of grading

two layer each of 75 mm using BTMC matel size 40mm to 63mm

in layers including 13& stone screeing 13.20mm size of 7% stone

dust as filler construction by mixing roller as per material

spreading and complete as per engineer in charge. 420.00 1001.92 Cu.m

Providing, laying, supplying and compacting graded stone

aggregates to wet mix macadam 150mm thick specification incl.

premixing the material with water at OMC in mechanical mix

plant, carriage of mixed material by tippers to site. laying in

uniform layers with paver or motor grader in sub base/base

course on well prepared surface and compacting with vibratory

roller to achieve the desired density complete as per MORT & H

clause 406. 420.00 778.71 Cu.m

Providing and Spaying PRIMER COAT with emulsion Asphalt of ISI

158887 material @ 7.5 kg/10sqm on granular incl. coat of

emulation asphalt and machinery complete as per MORT & H

clause 502. 2800.00 38.96 Sq.m

ANJAR NAGARPALIKA, ANJAR

Providing & Laying 50.00 mm thick Bituminous Macadam with

B.T. Aggregate as per MORT & H specification & asphalt for tack

coat @ 2.5 Kg./10 Sq.m. on B.T surface With Mechanical Sprayer

& Bitumen Grade 80/100 for mixing @ 34.00 Kg./M.T. i.e.3.40%

of total weight of mix including heating the aggregate & asphalt

in continuous drum mix plant and spreading the same by paver

finisher & consolidation with vibratory roller including providing all

materials equipments, tools & plants, fire wood, oil, kerosene,

labour charges etc. complete using contractor's own machinery

drum mix plant & paver finisher etc. complete as per MORT & H

Providing and Laying 25 mm thick Semi Dense Bituminous

concrete using stone chipping and aggregate as per M.O.R.T. & H.

gradation and emulation asphalt for tack coat 2.50kg/10sqm

with mechanical sprayer and asphalt grade 80/100 for mixing

with bitumen at the rate of 50.00 Kg/M.T. i.e. 5.0% by weight of

total mix including heating the aggregate and asphalt by

continuous batching of drum mix plant and spreading the same

by sensor paver finisher and consolidation with vibrator roller,

including providing all materials equipment’s, tools and plants,

oil, kerosene, firewood, labour charges etc. complete using

contractor's own machineries drum mix plant and paver finisher

etc. complete as per MORT & H.

Road marking with hot applied thermoplastic paints with

reflectorising glass beads on bitumen surface providing and laying

a hot applied thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sq. m area, thickness of

2.5mm 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 lane/center line/ edge

line/cut patta. The white color marking should provide luminance

coefficient on cement road shall be min 130 mcd/m2/lux and

Asphalt road shall be min 100 mcd/m2/lux during the service life

during the day time. The marking should meet the performance

criteria for night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of IRC 35-2015.

Warranty for the Retro reflectivity should be two years. 65.00 367.72 Sq.m

ANJAR NAGARPALIKA, ANJAR