Renovation/ Repairing on Canal service road of NPC Main Canal from Km 5.600 to 7.600

Amount

WBM G-2 Providing, Laying, Spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber as per MORD specification clause 405.2

WBM G-3 Providing, Laying, Spreading and compacting stone aggregates of specific sizes (22.4-53 mm) to water bound macadam specification (G-3) including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber as per MORD specification clause 405.3

Providing and applying Primer coat with bitumen emulsion (MS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 Kg per sqm using mechanical means as per Techincal specification clause 502

Providing and applying Tack coat with bitumen emulsion (VG-10) using emulsion distributor at the rate of 0.30 Kg per sqm on the prepared non bituminous surface cleaned with hydraulic broom as per Technical specification clause 503

Providing, Laying and Rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm & 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base by manual specification 508

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

Brick edging on both sides of road with First class brick 8 cm wide and 12 cm deep laid with mud mortar including all material, labour, T&P etc complete.

Road marking with applied Thermoplastic compound with reflectorising glass on bituminous surface. Providing & Laying of hot applied Thermoplastic compound 2.50 mm thick including reflectorising glass bead @ 250 gms per sqm area, thickness of 2.50 mm is inclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.

Earth work in filling in sides of service road in ordinary soil excavation to be in the form of regular pits and E/W in embankment to be in 20 cm layers including ramming & dressing the surface to required levels and slopes including 1.50 m lift and 30 m lead as per directed by Engineer in charge.

M/s Ramesh Tiwari

Shree Construction