Re-Development of Cremation Ground at Sarai Kale Khan in Ward No-143 Central Zone

Amount

Item Rate for Part B (Tensile Structure) and Part C (Demolition of Existing structure)

1). Providing Design, Detailed Engineering, Supply, Fabrication, Erection, Installation and placing in position of Architectural Membrane Primary MS Steel Structure Work. The Structure Fabrication should confirm to the manufacturing standard of Tensile Structure specialized in fabrication and erection of structures sheet. Using Min 250 MPa or more Yield Strength Mild Steel built up tubular trusses (Plates, CHS/ RHS/ SHS ERW M.S. tube as per Indian Standards and as per approved specifications Make ISI Marked with MTC Certificate.) including cutting, hoisting fixing in position. Such as Structure are welded and bolted including special shaped washers etc complete. Hot Finished welded type tubes in Complete and direction of Engineer-In-Charge. MS ERW CHS Pipes as per specification under "IS 1239 (Part-1, 2004), YST 250"or more; SHS/RHS Pipes as per specification under "IS 4923 (2009), YST 250 MPa or more" and MS Plate as per specification under "IS 2062, YST 250 MPa or more". Steel Qty. as per Final Design & Drawing Approve.

2). Providing and Applying the complete structure to be Two Coat of Epoxy primer over one coat of PU Paint (Ist coat (Primer cum MIO) first coat with epoxy primer cum MIO in two Components i.e base and hardener.The DFT shall be 125 microns, IInd coat (Primer cum MIO) Second coat with epoxy primer cum MIO in two Components i.e base and hardener. The DFT shall be 125 microns and Finishing Coat (to be applied in two coats), Two components Polyurethane Finish paint with volume solids of minimum 63%0,Hardtop XP or approved equivalent, having VOC<320gm/litre, The DFT in two coats shall be 100 microns). The work is to be executed as per technical specification and direction of Engineer-InCharge.

3). Providing, Fabricating, assembling and erection of Flexible Composite Roof Sheeting in desired profile as per conceptual drawing. The sheet should be wieldable having minimum weight of 900 GSM with a minimum Tensile Strength(warp/weft) 4300/4200 N/50 mm, Tear strength (warp/weft) 500/500 N having 15 years warranty. The Roofing sheet should have standard specification. The Roofing should confirm to the manufacturing standard of being Pre-stressed in both directions with agencies Tensile Structure specialized in fabrication and erection of roofing sheet Rate includes cost of fabric, shop drawings, patterning, forming, cutting, fabrication, hot weld stitch of fabric, assembling and installation with GI cables, hardware, Aluminum flat, EPDM gasket and required accessories wherever required complete including, tools and plants, etc. Required for all operations in all respect complete as per drawing, design, specifications and as directed by Engineer-in-charge.

4). As required Providing & Supplying of GI Cable with MS End Terminals & MS Nut & washer, Diameter as per Design, Type of cable is 6?19 strands of required length of Grade1570 steel core as per specification under "IS 2266 (2002), with MS end terminals at both ends of required length as per approved drawings as Under Membrane Cables complete in all respect as direction Of Engineer-In-Charge. Note:-Tensile Structure with Fabric 900 to 950 GSM Fabric along 15 years Warranty Note:-Length and width to be measured correct to a centimeter of area/ shadow area of canopy, area calculated in square meter correct to two of decimal.

Demolition of Existing Old Structure Part-C

Demolishing of existing structure i.e Pump room, Shiva Statue, Office, Ash Collection Store, Wood Distribution office & burning area sheds (Amount of demolishing to be recovered from the contractor)

Bidder Name

Amount

RAJENDER KUMAR GUPTA(GSTN-NA)

rakesh kumar goel(GSTN-NA)

DABAS CONST CO(GSTN-NA)

SANJEEV ASSOCIATES(GSTN-NA)

DABAS CONST CO

SANJEEV ASSOCIATES

rakesh kumar goel

SANJEEV ASSOCIATES

rakesh kumar goel

RAJENDER KUMAR GUPTA