Restoration of rain damages due to laying of O.F.C. by Bharti Airtel Limited on Mandi Kamand Kataula Bajoura road Km 0/00 to 10/00.

Earth work in excavation for structures for all kinds of soil as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto any lead, dressing of sides and bottoms and back filling in trenches with excavated suitable materials complete including carriage of material in all leads, lifts as per the entire satisfaction and direction 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 & 1203. Plain cement concrete nominal mix 1:6:12 (one cement: six sand: twelve graded, crushed stone aggregate 40mm (forty millimetre) nominal size) curing complete The rates are inclusive of octroi, royality, malkana, toll tax, sale tax or other taxes imposed by the Government, but excluding GST & including entire carriage of material with in all leads and lifts as per entire satisfaction and direction 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 & 1203. Plain cement concrete nominal mix 1:3:6 (one cement: three sand: six graded, crushed stone aggregate 40mm (forty millimetre) nominal size) curing complete The rates are inclusive of octroi, royality, malkana, toll tax, sale tax or other taxes imposed by the Government, but excluding GST & including entire carriage of material with in all leads and lifts as per entire satisfaction and direction of Engineer-in- Charge.

Providing, laying, spreading and compacting stone aggregates by mechanical means of 90mm to 45mm (ninety millimetre to forty five millimetre) sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN (eighty-hundred kilo newton) in stages to proper grade and camber applying and brooming, stone screening/binding materials to fillup the interstics of coarse aggregate, watering and compacting to the required density Grading-1 (two) as per Technical Specification clause 405 complete including carriage of material within all leads, lifts and other incidentals complete in all respect as per direction of Engineer-in-Charge.

Providing, laying, spreading and compacting stone aggregates by mechanical means of 63mm to 45mm (sixty three millimetre to forty five millimetre) sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN (eighty-hundred kilo newton) in stages to proper grade and camber applying and brooming, stone screening/binding materials to fillup the interstics of coarse aggregate, watering and compacting to the required density Grading-2 (two) as per Technical Specification clause 405 complete including carriage of material within all leads, lifts and other incidentals complete in all respect as per direction of Engineer-in-Charge.

Providing and laying reinforced cement concrete in substructure complete as per drawing and technical specifications clauses, 800, 1205.4 and 1205.5 Plain cement concrete nominal mix M-30 curing complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Supplying, fitting, and placing HYSD bar reinforcement in Sub structure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 including cost of binding wire and carriage of material within all leads, lifts and other incidentals complete in all respect as per direction of Engineer-in-Charge.

Providing weep hole in brick masonry/ stone masonry / plain reinforced concrete abutment , wing wall, return wall with 100mm dia.(one hundred millimetre diametre) PVC pipe extending through the full width of the structures with slope of 1V:20H (one vertical isto twenty horizontal) towards drawing face complete as per drawing and technical specifications clauses 614,709,1204.3.7 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Back filling behind abutment wing wall and return wall complete as per Drawing and technical specifications clause 1204.3.8 Granular material complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.