Tender For Design And Construction Of 120 (80+40) Meter Span Major Permanent Bridge With Intermediate Pier With Steel Superstructure (Through Type) On Open Foundation Over Peepani-Ii Nallah At Km 32.200 (Including Casting Of Deck Slab, Wearing Coat, Kerbs, Doom Dooma-Assam
TDR : 49816557
Tender Notice
Corrigendum Details
BOQ
Expired
Doom Dooma
Assam
Corrigendum : Tender For Design And Construction Of 120 (80+40) Meter Span Major Permanent Bridge With Intermediate Pier With Steel Superstructure (Through Type) On Open Foundation Over Peepani-Ii Nallah At Km 32.200 (Including Casting Of Deck Slab, Wearing Coat, Kerbs
Name of Work: DESIGN AND CONSTRUCTION OF 120 (80+40) METER SPAN MAJOR PERMANENT BRIDGE WITH INTERMEDIATE PIER WITH STEEL SUPERSTRUCTURE (THROUGH TYPE) ON OPEN FOUNDATION OVER PEEPANI-II NALLAH AT KM 32.200 (INCLUDING CASTING OF DECK SLAB, WEARING COAT, KERBS AND HAND RAILS, DRAINAGE SPOUT, PROCUREMENT AND FIXING OF BEARING AND EXPANSION JOINTS, PAINTING, LOAD TESTING COMPLETED IN ALL RESPECT) ON HAYULIANG-METALING-CHAGLOHAGAM ROAD UNDER 1444 BCC/48 BRTF UNDER PROJECT UDAYAK IN ARUNACHAL PRADESH STATE.
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Item Description
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DESIGN AND CONSTRUCTION OF 120.00 MTR SPAN STEEL SUPERSTRUCTURE (THROUGH TYPE) OVERPEEPANI-II NALLAH AT KM 32.200ONHAYULIANG-METALIANG-CHAGLOHAGAM ROAD ROAD UNDER 1444 BCC/48 BRTF UNDER PROJECT UDAYAK IN ARUNACHAL PRADESH STATE
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Designand construction including sub soil investigation (SSI) of 120(80+40) meter (open/well/pile foundation for abutmentand intermediatePier) span Maj Pmt Bridge with intermediate pier with steel super structure (through type) over Peepani-II Nallah at km 32.200onHayuliang-Metaliang-Changlohagam road under Project Udayak in State of Arunachal Pradesh (copy of SSI cum Final Bridge Scheme enclosed) based on hydraulic data , specifications of tender documents all as specified and directed by Engineer in charge. Construction work includes all preparatory work, excavation , open /well/pile foundation,erection of staging/shuttering, abutments, pier, return wall,wing walls,dirt walls, curing, placing of POT & POT cum PTFE bearings, erection of steel super structure and casting RCC decking, wearing coat having non skid surface in uniform thickness, strip seal expansion joints, RCC/Metallic W crash barriers as approved, footpaths, kerbs, RCC hand railings, drainage spout, backfilling behind abutments with selected media, load testing of bridge, service arrangement for utilities, paintingwith non corrosive paint of all exposed steel works and as required by codal provisions, protective works, temporary river training works and diversion and all other items of works required and necessary for the complete construction of the bridge excluding works on approaches and approach slab.
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