D AND C OF 40 M CHANGO NALLAH AND D AND D AT KM 470PT95 SHALKHAR NALLAH AT KM 475PT400 BOTH ON POOH KAURIK RD

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 Chango Nallah at 470.950 Km on Pooh-Kaurik 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 45.0 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 Shalkhar Nallah at 475.400 Km on Pooh-Kaurik 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

M/S P & R Infraprojects Limited