C/O Link road Behli in Km. 0/00 to 2/500 in GP Kundlu (SH- P/L G-III and Tarring in Km 0/350 to 0/850

Amount

Earthwork in excavation for structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 mtr, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil up to 3 mtr depth including all leads and lifts as per direction of Enngineer-in-Charge

Providing and Laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 (1:4:8) including all leads and lifts as per direction of Enngineer-in-Charge

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802,803, 1202& 103 P.C.C. Grade M 10 (1-3-6) including all leads and lifts as per direction of Enngineer-in-Charge

Providing weep holes in brick masonry /stone masonry plain/ reinforced concrete abutment, wing wall, Retaining wall with 100 mm dais PVC. pipe expending through the full width of the structures with slopes of 1 (V):20 (H) towards drawing face complete as per drawing and technical specification clause 614,709,1204, 3.7. including all leads and lifts as per direction of Enngineer-in-Charge

Backfilling behind abutment, wing wall and return wall complete as per drawing & technical specification clause 1204.3.8 including hauling of material in all leads lift as per the entire satisfaction and direction of Engineer-in charge.

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 static 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 3 as per Technical Specification Clause 405By machnical Means including all leads and lifts as per direction of Enngineer-in-Charge

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 – 1.0 kg/sqm using mechanical means including all leads and lifts as per direction of Enngineer-in-Charge

P/L a priming/ tack coat with bituminous VG-10 @ 0.35 kg/ sqm on bituminous/priming surface, the surface shall be swept clean with the mechanical broom and high pressure air jet or by other means as directed by the Engineer-in-Charge as per IRC 16- 2008 clause 4.3.4, 4.3.4.4.3.4.2 and 4.3.5

Providing and Laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 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, including mixing 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 either Type A or Type B or Type C as per Technical Specification Clause 508. including all leads and lifts as per direction of Enngineer-in-Charge

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified level, grade and cross fall using type A, type B and type C as per technical specification clause 510 including all leads and lifts as per direction of Enngineer-in-Charge

ROSHAN LAL

Hardeep Singh Bedi

Gurmeet Singh