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Sl.No.
Item Description
Item Code / Make
Quantity
Units
1
1
Providing, laying, spreading and compacting stone aggregates of 22.4-53mm size G3 to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, Screening Material (Type-B) to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
49.5
Cum
2
2
Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per Technical Specification Clause 502
660
sqm
3
3
Providing and applying tack coat with V.G-10 Bitumen using distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
660
sqm
4
4
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508.
660
Sqm
5
5
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510
660
Sqm
6
6
Earth Work in Embankment in Ordinary Soil Excavation to be done form of Regular Pits not Exceeding 1/2 M in depth and Work Embankment to be in 20 Cm Layer's Including Ramming and Dressing the Surface to Required Levels and Slopes and also Including 1.5 M Lift and 30 M Lead.The Earth from Cutting to be Used in Making Embankment or to be Deposited as Spoil Banks within 30 M distance as Directed by the Engineer Incharge.
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