D AND C OF 50 M PSC BR OVER CHANANI NALLA AT KM 13.560, 45 M PSC BR OVER JINDRAH NALLA AT KM 23.300, 40 M PSC BR OVER SANU NALLA AT KM 25.330, 55 M PSC BR OVER KORGA NALLA AT KM 26.500 AND 50 M PSC BR OVER SUJJA NALLA AT KM 27.970 ON ROAD DOMEL-JINDR

Amount

Part-I: Design and construction of 50 M span Major Pmt Bridge with PSC box Girder superstructure and abutments on open foundation over Chanani Nallah at km 13.560 on Rd Domel-Jindra-Kharta

Design and construction of 50 M span Major Pmt Bridge with PSC box Girder superstructure and abutments on open foundation over Chanani Nallah at km 13.560 on Rd Domel-Jindra-Kharta with span arrangement as per NIT drawing and based on hydraulic data, sub soil data, ground data, special conditions, particular specifications of the tender documents including Plate load test of foundation, load testing of superstructure as specified, all preparatory works, foundations, abutments, return walls, POT & POT cum PTFE bearings, including design, launching/errection of staging works as required, Decking, Wearing coat having non skid surface, strip seal expansion joints, RCC hand railings, Kerbs, RCC crash barrier, guard posts, foothpath, approach slabs, drainage arrangement over carriage way and footpath, service arrangement for utilities, painting with non-corrosive paint to all exposed steel works, kerbs, protective works, temporary river training works, diversions and all other itmes of works required and necessary, for complete construction of bridge including curing and proof checking of drawings as directed by the Department.

Part-II: Design and construction of 45 M span major Pmt bridge with PSC box superstructure and abutments on open foundation over JINDRAH Nallah at km 23.300 on Rd Domel-Jindra-Kharta

Design and construction of 45 M span major Pmt bridge with PSC box superstructure and abutments on open foundation over JINDRAH Nallah at km 23.300 on Rd Domel-Jindra-Kharta with span arrangement as per NIT drawing and based on hydraulic data, sub soil data, ground data, special conditions, particular specifications of the tender documents including Plate load test of foundation, load testing of superstructure as specified, all preparatory works, foundations, abutments, return walls, POT & POT cum PTFE bearings, including design, launching/errection of staging works as required, Decking, Wearing coat having non skid surface, strip seal expansion joints, RCC hand railings, Kerbs, RCC crash barrier, guard posts, foothpath, approach slabs, drainage arrangement over carriage way and footpath, service arrangement for utilities, painting with non-corrosive paint to all exposed steel works, kerbs, protective works, temporary river training works, diversions and all other itmes of works required and necessary, for complete construction of bridge including curing and proof checking of drawings as directed by the Department.

Part-III: Design and construction of 40 M span major Pmt bridge with PSC box superstructure and abutments on open foundation over SANU Nallah at km 25.330 on Rd Domel-Jindra-Kharta

Design and construction of 40 M span major Pmt bridge with PSC box superstructure and abutments on open foundation over SANU Nallah at km 25.330 on Rd Domel-Jindra-Kharta with span arrangement as per NIT drawing and based on hydraulic data, sub soil data, ground data, special conditions, particular specifications of the tender documents including Plate load test of foundation, load testing of superstructure as specified, all preparatory works, foundations, abutments, return walls, POT & POT cum PTFE bearings, including design, launching/errection of staging works as required, Decking, Wearing coat having non skid surface, strip seal expansion joints, RCC hand railings, Kerbs, RCC crash barrier, guard posts, foothpath, approach slabs, drainage arrangement over carriage way and footpath, service arrangement for utilities, painting with non-corrosive paint to all exposed steel works, kerbs, protective works, temporary river training works, diversions and all other itmes of works required and necessary, for complete construction of bridge including curing and proof checking of drawings as directed by the Department.

Part-IV: Design and construction of 55 M span major Pmt bridge with PSC box superstructure and abutments on open foundation over KORGA Nallah at km 26.500 on Domel-Jindra-Kharta

Design and construction of 55 M span major Pmt bridge with PSC box superstructure and abutments on open foundation over KORGA Nallah at km 26.500 on Domel-Jindra-Kharta with span arrangement as per NIT drawing and based on hydraulic data, sub soil data, ground data, special conditions, particular specifications of the tender documents including Plate load test of foundation, load testing of superstructure as specified, all preparatory works, foundations, abutments, return walls, POT & POT cum PTFE bearings, including design, launching/errection of staging works as required, Decking, Wearing coat having non skid surface, strip seal expansion joints, RCC hand railings, Kerbs, RCC crash barrier, guard posts, foothpath, approach slabs, drainage arrangement over carriage way and footpath, service arrangement for utilities, painting with non-corrosive paint to all exposed steel works, kerbs, protective works, temporary river training works, diversions and all other itmes of works required and necessary, for complete construction of bridge including curing and proof checking of drawings as directed by the Department.

Part-V: Design and construction of 50 M span major Pmt bridge with PSC box superstructure and abutments on open foundation over SUJJA Nallah at km 27.970 on Rd Domel-Jindra-Kharta

Design and construction of 50 M span major Pmt bridge with PSC box superstructure and abutments on open foundation over SUJJA Nallah at km 27.970 on Rd Domel-Jindra-Kharta with span arrangement as per NIT drawing and based on hydraulic data, sub soil data, ground data, special conditions, particular specifications of the tender documents including Plate load test of foundation, load testing of superstructure as specified, all preparatory works, foundations, abutments, return walls, POT & POT cum PTFE bearings, including design, launching/errection of staging works as required, Decking, Wearing coat having non skid surface, strip seal expansion joints, RCC hand railings, Kerbs, RCC crash barrier, guard posts, foothpath, approach slabs, drainage arrangement over carriage way and footpath, service arrangement for utilities, painting with non-corrosive paint to all exposed steel works, kerbs, protective works, temporary river training works, diversions and all other itmes of works required and necessary, for complete construction of bridge including curing and proof checking of drawings as directed by the Department.

A.K. Engineers and Contractors Pvt. Ltd.

V.K.Gupta and Associates

Poddar Infratech Pvt Ltd