RSN road to Padidhar village Saneda Luhaana Nichla and to Village Banehed road

Amount

Cutting in earth work in all height of soil including saturated soil comprising of pick work, jumper work, soft blasting work and hard blasting work including chiseling wedging out of rock where blasting is prohibited and transportation of un useful material for filling in road way embankments for grade improvement and leveling to required grades and then disposing of surplus excavated earth in required width of the road or approved dumping site through all modes including head lead, animal lead or mechanical means along with leveling fine dressing of soil ,all labour ,machineries ,materials tools required and safety measures and other incidental necessary to labour if required including carriage of materials with in all leads and lifts and as per the entire satisfaction of Engineer in Charge. Note :- The recovery of stone @ 222.84/6=37.14 Cum of executed quantity @ 170/- per cum ( Rupees one hundred seventy ) per cubic meter will be recovered from the contractor.

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 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 PCC 1:6:12 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 P.C.C. 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 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.

HEM RAJ