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Proposed Construction of Weigh Bridge and Operator Room with 1000 MT Godown at Karmatand, Jamtara,Jharkhand
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Proposed Construction of Weigh Bridge and Operator Room with 1000 MT Godown at Narayanpur, Jamtara,Jharkhand
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Construction of Bridge in Baluru-Harataalu MDR in Hosanagara Taluk at ch 1.00 km (Near Balur)
Construction of H.L. Bridge over LOCAL nallah at 0.05 K.M. on Baghalata to Thakurmunda road in the district of Mayurbhanj.
Loosening of the ground upto a level of 500 mm below the sub grade level, watered, graded and compacted in layers to meet requirements of table 300 - 2 for sub grade construction & clause 305 of MoSRT&H specifications for road & bridge works(4th revision).
Reconstruction and Repair Of Major Bridge on Dhadhar River at Km. 180/000 To 180/400 on NH-64 in Bharuch District in the State of Gujarat on EPC Mode
Reconstruction & Repair Of Major Bridge on Dhadhar River at Km. 180/000 To 180/400 on NH-64 in Bharuch District in the State of Gujarat on EPC Mode.
Construction of bridge over Amlanigoda Nallah on Parsala-Amlanigoda road to Amlanigoda Hudisahi (3x10.77) mtr. (Raft Foundation) under SBY in the District of Keonjhar.
Providing & laying of wearing course of 56mm thick consisting of 6mm thick mastic asphalt and 50 mm thick asphaltic concrete on top of the Deck slab. The mastic asphalt shall be of paving grade bitumen meeting the requirement given in the table 500-39, prepared by using mastic cooker and laid to required level & slope after cleaning the surface, applying prime coat & tack coat all complete as per clause 501, 502, 503 & 516 of MoRT&H Specification for road & bridge works (5th revision), followed by asphaltic concrete to be laid in two layers of 25mm thick each over tack coat etc complete as per approved drawing & technical specification Clause No 503 & 507 of MoRT&H specifications for road & Bridge work (5th revision) and as per direction of the Engineer-in-charge.