National Highways Authority Of India Tender

Supplying, fitting and placing in position HYSD Fe 500 D bar reinforcement in foundation/sub structure complete in all respects within all leads and lifts as per drawings and technical specifications of MoRTH section 1600 and to the satisfaction of Engineer-in-charge.

Supplying, Fabrication, Transportation, Erection, commissioning of Structural Steel Woks as per detailed drawing and technical specifications, comprising UB sections, IS channel sections, IS angles, plates , tees, flats and other structural steel sections including cutting, bending to shape, welding and traffic management, lighting, safety arrangements, tools and plants etc, complete for Substructure of FOOT OVER BRIDGE and Skywalk as per relevant MoRTH specifications clause 1900. The Contractor shall submit the fabrication drawings for the work invloved based on the construction drawings (issued by department) for approval by Engineer-in-Charge before commencing the fabrication works. Any changes required in the fabricationdrawings shall be carried out in a professional workmanship manner and as provided in section 17 of IS 800-2007. Welding shall be carried out by qualified welders and electrodes for welding, erection/hoisting shall commence only after the approval of pre fabricated parts by the Engineer-In -Charge. The procedure, selection, test and inspection shall conform to the provisions in IS 816, IS 818, IS 822 & IS 823

Supllying and fixing of MS Foundation bolts& Nuts of approved qaulity for specified diameter and length for connection of structural members including plain/spring washers as per detailed drwaing and technical specifications etc, complete and as directed by the Engineer-In-charge as per relevant MoRTH Specifications clause 1900

RCC Grade M30: Providing and Placing in position Reinforced cement concrete in sub/ super-structure complete in all respects within all leads and lifts as per drawings and Technical Specification of MoRTH section 1500 &1600 1700 and to the satisfaction of Engineer-in-charge

Supplying, fitting and placing in position HYSD Fe 500 D bar reinforcement in foundation/sub structure complete in all respects within all leads and lifts as per drawings and technical specifications of MoRTH section 1600 and to the satisfaction of Engineer-in-charge

Supplying, Fabrication, Transportation, Erection, commissioning of Structural Steel Woks as per detailed drawing and technical specifications, comprising UB sections, IS channel sections, IS angles, plates , tees, flats and other structural steel sections including cutting, bending to shape, welding and traffic management, lighting, safety arrangements, tools and plants etc, complete for Superstructure of FOOT OVER BRIDGE and Skywalk as per relevant MoRTH specifications clause 1900. The Contractor shall submit the fabrication drawings for the work invloved based on the construction drawings (issued by department) for approval by Engineer-in-Charge before commencing the fabrication works. Any changes required in the fabricationdrawings shall be carried out in a professional workmanship manner and as provided in section 17 of IS 800-2007. Welding shall be carried out by qualified welders and electrodes for welding, erection/hoisting shall commence only after the approval of pre fabricated parts by the Engineer-In -Charge. The procedure, selection, test and inspection shall conform to the provisions in IS 816, IS 818, IS 822 & IS 823

Supply and fixing of Pre-fabricated Structural Steel, coated galvalume Roofing Sheet of 0.5 mm thickness with SMP coating with colour bond XRW coating, having minimum of 550 MPA yield stength, coating 150 GSM as per ASTM 792 or equivalent standard. The structural roofing Panel shall have 1020 mm effective width, nominal 30 mm crest heigth at nominal 250 mm centre to centre pitch with the embossement (share grove) on top & side of ribs for better composite action, drawings as approved by the Engineer

Flooring with first qaulity Coloured Ceramic Tiles of 305*305*6 mm size laid over 20 mm thick Cement Mortar 1:3 (One cement and three sand) base mortar over walls including cutting the tiles to required size with special cutter wherever necessary , laying in position and pointing with white cement mixed with colouring pigment @0.30 kg/sqm , complete as per technical speifications as approved by the Engineer

Manufacturing supplying and fixing of Stainless steel hand rails for staircase using 50 mm dia 304 L grade Stainless Steel Pipe of 1.60 mm thick at required locations toa height of 900 mm from finsihed floor level welded to 38 mm dia Stainless Steel pipe psot of 1 mm thick as vertical at 900 mm centre with 2 Nos of 25 mm dia intermediate horizontal stainless steel pipe of 1.60 mm thick in between . the vertical pipe has to be welded to the 100*100*6 mm MS base plate encased in the base concrete. The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance, electrical charges complete in all respect

Supply and fixing of best qaulity ISI PVC Down Take Pipes (A class) 4 kg/cum of 110 mm dia including cutting,threading, jointing for providing bends at the ends and tees it the middle, including cost of fixing clamps including cost and conveyence of pipe specals labour charges for fixing in position vertically in trestle portion and all other charges

Two coats of Painting over primed surface with synthetic exterior emulsion paint in all shades on new concrete surafces including cost of materials, labour, working at heights cost of scaffolding etc. complete in all respect as per relevant Technical Specifications

Fencing with welded Steel wire fabric

Total Estimated Cost

Bidder to quote single rate as tender premium % above or discount below the total estimated cost mentioned above.

I/We hereby agree to execute the above work on the tender premium or discount quoted here on the total estimated cost mentioned above. I/we understand that filling of both cells meant for premium or discount at a time will render my/our bid as non responsive.

Bid price in Rs.