Link road from SH-16 near Gonterman and Pipers Ltd Chownkiwala to Village Rajpura. (SH - C/o Drain, P/L 40mm thick BC over 50mm thick DBM)

Amount

Providing, laying, spreading and compacting stone aggregates of specific sizes 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, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 (By mechanical means) as per Technical Specification Clause 404. including carriage of materials in all leads and lifts including mechanical means.

Providing and applying priming coat with Bitumen emulsion ( SS- 1 ) on prepaired surface of granular base including cleaning og road surface and spraying primer at the rate of 0.70-1.0 kg /sqm. using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with Bitumen emulsion ( RS- 1 ) uasing emulsion distributor at the rate of 0.20-0.25 kg /sqm. on the prepaired bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503

Providing and laying bituminous concrete 40mm with 100-120 TPH batch type hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregate of specified grading, premixed with bitminous binder @ 5.4 to 5.6 percent of mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade , level and alingment, rolling with smooth wheeled , vibratory and tandem roller to achieve the desired compaction as MORTH specification Clause No. 509 complete in all respects.

Providing and laying hot applied thermoplastic compound 2.5 mm thick including refectorising glass beads @ 250 gms sqmt. Area thickness of 2.5 mm is inclusive of surface applied glass beads as per I R C : 35. The finished surface to be level uniform and free from streaks and holes.

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Providing and laying Plain/reinforced cement concrete in open foundations complete as per drawings and technical specifications clauses 802,803,1202 &1203 P.C.C. 1:3:6 grade M -10. including cost of form work, centering, shuttering etc.

Steel work welded in built sections, trusses and framed work including cutting, hoisting,fixing in position and applying a priming coat of red lead paint. In gratings framed guard bars, ladders, railing, brackets and similier works complete in all respects.

Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1108. 600mm dia

Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1108. 450mm dia

Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1108. 300mm dia

Kamal Kumar

Hardeep Singh Bedi

sujal