C/O Link road from Tansog to Jaglog km 0/0 to 7/00 (SH P/L G-I, in km 3/0 to 4/0, P/L G-II in km 2/0 to 4/00, 900 mm dia pipe culvert at RD 5/460 unlined drain in km 2/0 to 4/0 (Under SCSP)

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-inchargeincluding carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.

WBM Grading 2 :-Providing laying Spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80/100 KN static to proper grade and camber applying and brooming. stone screening/binding materials to fill up the interstices of course aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. ( By Manual Means)within all lead and lift as per the direction of the 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 concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802,803, 1202& 103. Grade M 10.including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material, within all lead and lift as per the direction of the Engineer-in-Charage.

Providing and Laying cement concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 &1203.(P.C.C 1:5:10 nominal mix 40 mm agregate).including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge

Providing and laying reinforced cement concrete pipe NP-2 for culverts on first class bedding of granular materials in single row including fixing colour with cement mortar 1:2 but excluding excavation protection work and parapets clause 1106. 900 mm dia.including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge

Providing weep holes in brick masonry /stone masonry plain/ reinforced concrete abutment, wing wall, Retaining wall with 100 mm dais A.C. 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 carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge

Construction of unlined drain of average cross -sectional area 0.40 sqm in soil to specide lines grads levels and lead of 50 m average lead 25 m) asper technical specification clause 307.including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge

Hardeep Singh Bedi

rehana