C/o 35mtr Span Bridge over Marathu Khad on link road to village Lohat in Tehsil Kotkhai C/o Balance work of Abutment with wing wall Approach slab etc

Earth work 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 all leads , dressing of sides and bottom and back filling in trenches with excavated suitable material in ordinary soil upto all depth. as directed by the Engineer-in-Charge.all useful material such as stone, shingle, aggregates& slate etc. shall be sorted out and stacked along the road side properly. Any loss to the public and private property to during the course of execution shall be the absoulte responsibility of the contractor which shall have to be duly compensated by him in all cases. including hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and Laying cement concrete for plain/reinforced concrete 1:1.5:3 (one cement: one and half sand: three graded stone aggregate crushed 20mm (twenty milimetre) nominal size M20 mechanically mixed and vibrated in open foundations complete including hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and Laying cement concrete for plain/reinforced concrete 1:3:6 (one cement: four sand: eight graded stone aggregate crushed 20mm nominal size mechanically mixed and vibrated in open foundations complete including hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Supplying, fitting and placing TMT/HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 including hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying weep hole of retaining walls/breastwalls 100mm dia PVC pipes of working pressure not less than 4.52kg per sqm.as per drawing and HPPWD Technical specification including the cost of form work and hauling of material in all leads and lifts as per the entire or Engineer in charge

Backfilling /Filter media with granular material behind retaining wall/breast wall as per specification 1204.3.8 in a width of 600 mm. including hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.

Earth filling Behind R/wall , Abutment including all leads and lifts a As per HPPWD specification of 1990 volume-I, as directed by the Engineer IN charge.