C/o link road from Tansog to Jaglog Km. 0/00 to 7/00 ( SH- P/L GR-I in Km. 2/500 to 3/00 and 3.00 mtr span RCC slab culvert RD. 3/460

Amount

Preparation fof sub grade by dressing to camber (Earth work involved for cutting for sub grade to be paid for separately depending upon the classifications of soil complete as per HPPWD specifications including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.

Construction of sub grade with road roller including making good the undulation etc. with earth or quarry dust etc. and rerolling the sub grade with road roller complete. including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.

Providing, laying, spreading and compacting stone aggregates of Grading -1 90 to 63mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn in stage 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 as per Technical Specification Clause 405 By Mechnical meansas per directions of Engineer-in-chargeincluding carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.

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 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-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 R.C.C. nominal mix 1:4:8(40mm aggregates).including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.

Plain/ reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 1202, and 1203 P.C.C grade M 15 Nominal mix (1:3:6)including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25 1:1.5:3 including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.

Providing and laying cement concrete wearing course M 30 Grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.

Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.

Construction of R.C.C railing of M 25 grade in cast-in- suit with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed in 1 in 500, centre-to-centre spacing between vertical posts not to exceed 200 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.

Providing weapholes in brick masoinry / stone masonary / plain /reinforced concrete abutment, wing wall return wall with 100 mm dia AC pipe extending through the full width of the structures with slop of 1(v):20 (h) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7.including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.

Providing and laying filter media with granular crushed aggregate as per specification to thickness of not less then 600 mm with smaller size towards the soil and bigger size towards the walls and providing over the entire surface behind abutment, wing wall, retaining walls to the full height, completed to firm condition complete as per drawing and technical specification clause 1204.3.8.including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802,803, 1202, 103P.C.C grade 20Nominal mix (1:2:4)including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.

raj kumar

VIRENDER SHARMA