D AND C OF 40 M AND 70 M SINGLE SPAN MAJOR PMT BR WITHSTEEL TRUSS TYPE SUPERSTRUCTURE THROUGH TYPE ON OPEN FOUNDATION INCLUDING SSI OVER SISSU NALLAH AT KM 84PT900 AND OVER SHONGDONG NALLAH AT KM 154PT875 RESPECTIVELY BOTH ON MANALI SARCHU ROADUNDER

Amount

Execution of Bridge

SSI, Design including proof checking and Construction of 40 Mtr long single span major permanent bridge with Steel Truss type Superstructure (Through Type) on open foundation over Sissu Nallah at 84.900 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 all preparatory work, Erection of staging/shuttering, abutments, return wall, 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.

SSI, Design including proof checking and Construction of 70 Mtr long single span major permanent bridge with Steel Truss type Superstructure (Through Type) on open foundation over Shongdong Nallah at 154.875 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 all preparatory work, Erection of staging/shuttering, abutments, return wall, 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 but excluding works on approaches and approach slab.

M/S P & R Infraprojects Limited