SWARNIM JAYANTI MUKHYA MANTRI SHAHERI VIKAS 2025-26

1 Resurfacing of Asphalt Road From Kanyasala To Samdi Circle At Devgadh Baria.

1 Resurfacing of Asphalt Road From Kanyasala To Samdi Circle At Devgadh Baria.

No. Description Quantity Total Rate Per Amount

1 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 up to 50 Mt.Lead 288.00 112.02 Cu. Mtr.

2 Carting of surplus earth (A) Lime , murrum, building

rubbish, earth, manure or sludge & execavated rock and

rubbish, (2) Earth 2 (KM Lead) 288.00 62.48 Cu. Mtr.

providing and laying Bitumenous grout compacted with

(VG 30) asphalt 60/70 grade at the tare of

Percentage by weight of total mix for mixing and tack

coat at 2.5kg/10sqm, emulsion on BT Surface using B.T

chips of required gradation including cleaning and

heating the aggregate and asphalt by continuous

batching of Drum mix plant and spreding the same by

paver finisher one layer and consolidation with

vibratory roller and power roller including providing all

materials, equipment, tools and plants, oil, kerosene,

firewood, labour charges etc. coreplete using contractor

own machmaries Drum mix plant and parver finisher

etc Complete 432.00 2844.16 M.T.

Providing and Laying 50mm thick B.M. with BT

Aggregate as per M.O.RT and H specification and (VG

30) asphalt Grade 60/70 for tack coat 2.50kg/10 smt

and mixing 34.00kg/MT i.e. 3.40Percentage by weight of

total mix including heating the aggregate and asphalt

in contonuous batching drum mis plant and spreading

the same by paver finisher and consolidation with

vibratory roller including providing all materials

equipments, tools and plants, fire wood, oil, kerosene,

labour charges etc. complete using contractor own

machinary drum mix plant and paver finisher etc.

Complete. 309.60 3232.00 M.T.

Providing and Laying 25mm thick S.D.B.C. with BT

Aggregate as per M.O.R.T and H. specification and (VG

30) asphaltGrade 60/70 mixing at 50 kg/MT i.e.

5.0Percentage by weight of total mix including heating

the aggregate and asphalt in continuous batching

drum mix plant and spreading the same by paver

findsher and consolidation with vibratory rollar

including providing all matenals equipments, tools and

plants, fire wood, oil, kerosene, labour charges

etc.complete using contractor own machinary drum

mix plant and paver finisher etc. complete 162.00 3862.24 M.T.

6 Providing and laying asphalt painting on BT surface

with bitumen VG-30 @ rate 5 kg per 10smt by

mechanical sprayar and spreding the stone dust on

prepared surface at the rate of 0.030Cmt/10Smt and

rolling with smooth wheeled and penuriatic roller and

brushing etc. completed 2880.00 34.34 Sq. Mtr.

Road marking with hot applied thermoplastic paints with

reflectorising glass beads on bitumin surface providing

and laying a hot applied thermoplastic compound 2.5 mm

thick including reflectorising glass beads @ 250gms per

sqm 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

liminance coefficinet on cemend road shalll be min

mcd/m2/lux and Asphalt road shall be min

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. 159.80 367.72 Sq. Mtr.

Cat Eye / Road Stud / RPM: Supplying of Molded Twin

Shanks Raised Pavement Markers made of polycarbonate

and ABS moulded body and reflective panels with micro

prismatic lens capable of providing total internal

reflection of the light entering the lens face and shall

support a load of 13635 kgs. tested in accordance to

ASTM D 4280 Type H and complying to Specifications of

Category A of MORTH Circular No RW/NH/33023/10-97

DO III Dt 11.06. 1997. The height, width and length shall

not exceed 20 mm, 130 mm and 130 mm and with

minimum reflective area of 13 Sqcm on each side and the

slope to the base shall be 35 +/- 5 degree. The strength of

detachment of the integrated cylindrical shanks, (of

diameter not less than 19 +/- 2 mm and height not less

than 30+/- 2 mm) from the body is to be a minimum value

of 500 Kgf. 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 The color of the marker should be

as per the IRC 35-2015 and as directed by Engineer- in-

charge. 48.00 326.23 Nos.

Renovation of Manhole by increasing the height at top

including cost of excavation, refitting of C.I./ RCC Manhole

frame and cover curing etc. complete incl.all carting and

providing of materials which is required for the purpose

(except manhole frame and cover ) For all type manhole. 13.00 1550.35 Nos.

10 water supply and sewerage pipe line repaing Work 1.00 40400.00 L.S.

Add 1 % Contigency