DESIGN AND CONSTR OF THROUGH TYPE STEEL SUPER STR FOR 02 NOS MAJ PMT BR 40 M SPAN OVER MUNNI NALLAH AT KM 176 PT 325 AND 30 M SPAN OVER BHAGA RIVER AT KM 176 PT 700 ON DEPTTLY CONSTRUCTED ABUTMENTS ON OPEN FOUNDATION ON M S RD SECTOR OF PROJECT DPK

Amount

Laying and Jointing PVC Pipe. Heading

Design Including proof checking and Construction of 40.00 Mtr span Steel Superstructure (Through Type) of major permanent bridge including abutment cap, dirt wall, pedestal block and return wall over departmentally constructed abutments over Munni Nallah at 176.325 Km on Manali- Sarchu road under Deepak Project in Himachal Pradesh State as per NIT drawing and based on hydraulic data, ground data, Sub soil data, special conditions and particular specifications of the tender documents. Construction work includes Erection of staging/shuttering, placing of POT & POT Cum PTFE bearings, launching of steel superstructure and casting RCC decking, wearing coat having non skid surface in uniform thickness, strip seal expansion joints, RCC crash barriers, footpaths, kerbs, RCC hand rails, drainage spout, load testing of superstructure of bridge, service arrangement for utility, painting of all exposed steel works, protective works, temporary river training works and diversion, and all other items of works required and necessary for the complete construction of the bridge including curing but excluding works on approaches and approach slab.

Design Including proof checking and Construction of 30.0 Mtr span Steel Superstructure (Through Type) of major permanent bridge including abutment cap, dirt wall, pedestal block and return wall over departmentally constructed abutments over Bhaga River at 176.700 Km on Manali- Sarchu road under Deepak Project in Himachal Pradesh State as per NIT drawing and based on hydraulic data, ground data, Sub soil data, special conditions and particular specifications of the tender documents. Construction work includes Erection of staging/shuttering, placing of POT & POT Cum PTFE bearings, launching of steel superstructure and casting RCC decking, wearing coat having non skid surface in uniform thickness, strip seal expansion joints, RCC crash barriers, footpaths, kerbs, RCC hand rails, drainage spout, load testing of superstructure of bridge, service arrangement for utility, painting of all exposed steel works, protective works, temporary river training works and diversion, and all other items of works required and necessary for the complete construction of the bridge including curing but excluding works on approaches and approach slab.

Messrs Tama Fabrication Works