Restoration of rain damages on link road to village Bakahan Kelewala km. 0/0 to 3/0.

Amount

Earth work in excavation for strucuture as per drawing and technical specifications clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious materilas and disposal up to a lead of 50(fifty) metre, dressing of sides and bottom and back filling in treanches with excavted suitable materials upto 3(three) metre depth.including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing and Laying concrete 1:4:8 ( one cement :four sand : eight graded stone aggregate forty millimetres nominal size) for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Providing and Laying P.C.C. 1:2:4 ( one cement : two sand: four graded stone aggregate ) for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

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

Providing and laying 900mm.(nine hundred milimeetres) dia reinforced cement concrete pipe NP2 for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement : two sand) but excluding excavation, protection work, back filling, concrete and masonry work in head walls and parapets clause 1108, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Wire crate of G.I. wire filled with boulder with square cut faces against the wire ( wire crate to be measured and paid for seperately) including of hauling of material in all leads, lifts and carriage of materials as per the direction of Engineer-in-charge.

Wire crate of G.I. wire filled with boulder with square cut faces against the wire (wire carate to be measured and paid for seperately) G.I. wire 4mm.(fouor milimetres)thick (corresponding to SWG-8) in 15cm.x15 cm.(fifteen centimetres into fifteen centimetres)mesh (diagonal dimmensions) including all leads, lifts and carriage of mateials, as per entire satifaction of Engineer-in-charge.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and fouondation of other structures graded and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause 301.5, including all leads, lifts and carriage of materials, as per entire satisfaction of Engineer-in-charge.

VIKRAM SINGH

Surender Singh

Balinder Dutt