Construction of steel truss bridge over Balad Khad between village Nawanagar and Majri

Amount

Excavation for roadway in Hard rock(blasting prohibited) with rock breakers including breaking rock loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 meters trimming bottom and side slopes in accordance with requirements of lines,grades and cross-section as per techanical specification clause 302.3.5 including carriage of material labour and equipment within all leads and lifts as per the directions and entire satisfaction of Engineer-in -Charge.

Earthwork in excavation for structures 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 material labour and equipment within all leads and lifts as per the directions and 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 including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges P.C.C. Grade M 15 (1:2:4) including carriage of material labour and equipment within all leads and lifts as per the directions and entire satisfaction of Engineer-in -Charge.

Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with 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 material labour and equipment within all leads and lifts as per the directions and entire satisfaction of Engineer-in -Charge.

Backfilling behind retaining wall/ breast wall complete as per drawing and techanical specification including carriage of material labour and equipment within all leads and lifts as per the directions and entire satisfaction of Engineer-in -Charge.

Providing and laying of boulder apron laid in wire crate with 4 mm dia GI wire confirming to IS 280 & IS:4826 in 100 mm x100mm mesh including 10% extra for laps and joints with stone boulder weighing not less than 25 kg each as per drawing and technical specification within all leads and lifts. including carriage of all labour equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges.

SHIV PAL