D AND C OF THROUGH TYPE STEEL SUPER STRUCTURE OF 40 M TWO BRIDGES ON DEPTT CONSTR OPEN FDNS OVER KUPATA NALLAH AT KM 17 PT 50 AND LUNGPA NALLAH AT KM 11.250 INCLUDING PROOF CHECK OF DESIGN AND DRAWING ON DS ROAD

Amount

Laying and Jointing PVC Pipe. Heading

Design Including proof checking and Construction of 40.0 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 Kupata Nallah at 17.500 Km on Darcha-Shinkhula 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 40.0 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 Lungpa Nallah at 11.25 Km on Darcha-Shinkhula 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.

MS GARG AND GARG CO

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