Link road from NH 105 to Mahadev Bridge to Kala Amb Distellery Bhanglan.

Amount

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5.

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 & camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 (By mechanical means) as per Technical Specification Clause 404. including carriage of materials in all leads and lifts including mechanical means.

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 laying dense bituminous macadam 50mm thick 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 bituminous binder @ 4.0 to 4.50 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 rollers to achive the desired compaction as per MORTH specification clause no. 507 complete in all respects.

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 40mm thick bituminous concrete 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 bituminous 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 rollers to achive the desired compaction as per 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 cement concrete 1:4:8 (1 cement :4sand :8 graded stone aggregate40 mm nominal size) and curing complete including cost of centering and shuttering in foundation and plinth including carriage of materials within all leads and lifts complete in all respect.

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.

Providing weep holes in brick masonary/stone masonary, plain/ reinforced concrete abutment , wing wall, return wall, with 100mm dia PVC pipe extending through the full width of the structures with slope of 1(V) 20 (H) towards drawings face complete as per drawing and technical specifications clauses 614,709,1204.3.7

Back filling behind abutment , wing wall and return wall complete as per drawings and Technical specification Clause 1204.3 .8

Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separetaly).G.I. Wire 4mm thick corresponding to SWG-8 15cm. x 15cm. Mesh

Wire crates of G.I. wire filled with boulders with square cut faces against the wire. (Wire crates to be measured and paid for separately).

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. 900mm 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. 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. 450 mm dia

Chuni Lal

rehana

Hardeep Singh Bedi