DESIGN AND CONSTR OF 04 NOS PMT MAJ PSC BOX GIRDER BRIDGE INCLUDING SSI OF 40 M SPAN OVER JITERH NALLAH AT KM 11.350, 60 M SPAN OVER JOTHA NALLAH AT KM 12.800, 45 M SPAN SHARAD NALLAH AT KM 80.200, 50 M SPAN OVER SHARTI NALLAH AT KM 88.600 AND 01 NO

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Design and construction including Sub Soil Investigation (SSI) of 40 M span major Pmt bridge with PSC box superstructure and abutments on well foundation over JITERH Nallah at km 11.350 on Basoli-Bani Road under 69RCC/13 BRTF/Project Sampark in the UT of Jammu and Kashmir 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, piers, 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 slab, 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.

Design and construction including Sub Soil Investigation (SSI) of 60 M span major Pmt bridge with PSC box girder superstructure and abutments on well foundation over JOTHA Nallah at km 12.800 on Basoli-Bani Road under 69 RCC/13 BRTF/Project Sampark in the UT of Jammu and Kashmir 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, piers, 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 slab, 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.

Design and construction including Sub Soil Investigation (SSI) of 45 M span major Pmt bridge with PSC box girder superstructure and abutments on well foundation over Sharad Nallah at km 80.200 on Basoli-Bani Road under 69 RCC/13 BRTF/Project Sampark in the UT of Jammu and Kashmir 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, piers, 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 slab, 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.

Design and construction including Sub Soil Investigation (SSI) of 50 M span major Pmt bridge with PSC box girder superstructure and abutments on well foundation over Sharti Nallah at km 88.60 on Basoli-Bani Road under 69 RCC/13 BRTF/Project Sampark in the UT of Jammu and Kashmir 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, piers, 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 slab, 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.

Design and construction including Sub Soil Investigation (SSI) of 130 M (2x65) mtr span major Pmt bridge with Steel superstructure (through type), piers and abutments on well foundation over Sewal Nallah at km 82.600 on Basoli-Bani Road under 69 RCC/13 BRTF/Project Sampark in the UT of Jammu and Kashmir 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, piers, 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 slab, 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.

PODDAR CONSTRUCTION COMPANY

V.K.Gupta and Associates