PEB BUILDING WORKS FOR RICE & COTTON SHED FOR 2G

Design & Engg of Rice straw — Design and engineering includes, design of foundation, pedestal, anchor bolts structural steel shed with built up and cold formed setions in line with requirement of DESIGN BASIS CIVIL, STRUCTURAL AND ARCHITECTURAL 201565C-101-JSD-1400-0001. The fabricated structural steel shall be as per specification 201565C-101-JSS-1801- 0001. Detailed engineering and preparation of Fabrication drawings is in the scope of Contractor. Preparation of 3D model using Tekla, Preparation of fabrication drawings using Tekla along with connection design for all structural steel works. Connection forces shall be extracted by Contractor from staad file <(>&<)> design of connections shall be done as per design basis ( 201565C-101-JSD-1400-0001).

Design & Engg. of Cotton stalk — Design and engineering includes, design of foundation, pedestal, anchor bolts structural steel shed with built up and cold formed setions in line with requirement of DESIGN BASIS CIVIL, STRUCTURAL AND ARCHITECTURAL 201565C-101-JSD-1400-0001. The fabricated structural steel shall be as per specification 201565C-101-JSS-1801- 0001. Detailed engineering and preparation of Fabrication drawings is in the scope of Contractor. Preparation of 3D model using Tekla, Preparation of fabrication drawings using Tekla along with connection design for all structural steel works. Connection forces shall be extracted by Contractor from staad file <(>&<)> design of connections shall be done as per design basis ( 201565C-101-JSD-1400-0001).

Design & Engg of Lignin Tunnel — Design and engineering includes, design of foundation, pedestal, anchor bolts structural steel shed with built up and cold formed setions in line with requirement of DESIGN BASIS CIVIL, STRUCTURAL AND ARCHITECTURAL 201565C-101-JSD-1400-0001. The fabricated structural steel shall be as per specification 201565C-101-JSS-1801- 0001. Detailed engineering and preparation of Fabrication drawings is in the scope of Contractor. Preparation of 3D model using Tekla, Preparation of fabrication drawings using Tekla along with connection design for all structural steel works. Connection forces shall be extracted by Contractor from staad file <(>&<)> design of connections shall be done as per design basis ( 201565C-101-JSD-1400-0001).

Sply&Fixng Zn-Al high tnsl sht — Providing and fixing of Zincalume high tensile steel sheet in roof <(>&<)> cladding- Sheet shall be of 0.52mm thick (TCT) (Base metal thickness 0.45 mm + Coating)) and shall have trapezoidal profile with a cover width of 930-1020mm and 28-32mm deep crest at 186-250 c/c with minimum two ribs at centre for stiffening. The sheet shall be made out of steel of minimum fy= 550MPa conforming to AS 1397: 1993. The sheet shall be coated with hot dip metallic zinc aluminium alloy @ 150gsm coating mass total on both sides as per AS 1397: 1993. The colour coating shall be of super polyester XRW or equivalent as per AS/NZS 2728: 1997 Category 3 of approved colour. The zincalume sheet shall have min. 5µ thick primer coat on both sides of the sheet over which shall be applied min.20µ exterior coat on top surface and min. 5µ reverse coat on innerface. The end rib shall be designed for anti-capillary action to avoid any seepage of water through the lateral overlap The sheets shall bear manufacturer’s brand marking on the reverse side @ 1m c/c.(Roof and Side sheet shall be laid of combination colour as per approved colour scheme (upto 4 colours)as approved by Owner ) Fastenrs - Self drilling, self tapping fasters for fixing the roof and side cladding shall be hot dip galvanized with Xylon coated with EPDM seals conforming to AS:3566 Class-3. Fasteners shall be colour coated to match roof and wall panel. Flashings, Trims, Ridge, caps, eaves caps corner shall be made out of similar material as that of roofing/cladding material. Steel tubes (medium class) for structural purpose shall conform to IS :1161 (Grade Yst=240 MPa) . Rate shall include supply and fixing of all necessary accesories like fastenrs / screwing, nut-bolt, pipies and fitting in line and level with proper slope, supported by necessary ms pipe, tubes etc. Complete in all respect. This shall also includes all kinds of flshing required to complete the works. The mode of measurement shall be as per IS 1200 latest edition.

SPLY AND FIXG OF RIDGE — Supplying, transporting, providing, laying and installing roofing ribbed ridge pieces of the same class, design and matching corrugation profile of the roofing system as recommended by the approved make. And, horizontal/vertical flashing near at the edges. Rate shall include supply and fixing of all necessary accesories like fastenrs / screwing, nut-bolt, pipies and fitting in line and level with proper slope, supported by necessary ms pipe, tubes etc. Complete in all respect. The mode of measurement shall be as per IS 1200 latest edition.

SPLY AND INSTN OF RAIN — Supplying, transporting and installing rain water gutter, with profile, specifications and color matching that of roofing sheet. Rate shall include supply and fixing of all necessary fixtures/ accessories.

SPLY AND INSTN OF — Supplying, transporting and fixing 3mm thick polycarbonate sheets of profile matching with adjacent sheeting and conforming to IS 14443:1997. A supporting structural member between adjacent purlins shall be provided along with GI welded wire mesh under side of polycarbonate sheet. Fastenrs - Self drilling, self tapping fasters for fixing the roof and side cladding shall be hot dip galvanized with Xylon coated with EPDM seals conforming to AS:3566 Class-3. Rate shall include supply <(>&<)> fixing of all accessories like wire mesh, self-drilling screws, nuts, washers, etc. Complete as specified and directed by Engineer in charge etc.

SPLY&ERECT OF — Structural steel : Supply of prefabricated structural steel(fabrication at contractors yard), erection <(>&<)> painting of structural steel, including erection/connection bolts at all level including cutting, grinding, welding, seal welding, bolting, threading etc. Wherever necessary and generally as per the enclosed specification and drawing for trusses, channel, purlin, girts, louvres, brackets, sag rod, columns, bracing, floor beams, girders, section built up out of more than one rolled section or rolled section and plates, crossovers, maintenance platforms, watch towers, lifting beams, monorails, stair stringer (without treads), edge angles with anchors, insert plates, corner angle, anchor lugs, rungs, ladders etc. complete at all height for work as specified and directed. Refer 201565C-101-JSD-1800-0001_0. 1)For Builtup members: Built up member for column and Rafter shall be fabriacted from Steel plates conforming to ASTM A 570/572(GR. 50) by continous automatic submerged arc welding process on both side. Minimum yield strength of 345 MPa, Minimum tensile strength of 450 MPa [minimum yield strength shall be 345 Mpa. Minimum thickness of flange and web shall be 6 mm. 2 ) For Steel Tubes: Steel Tubes (medium class) for structural purpose shall conform to IS:1161 (Grade Yst-240 MPa). 3 ) Hot Rolled Secondary member: All hot rolled secondary member like bracing angle/Rod connection plates etc. shall conform to IS:2062 with a minimum yield strength of 240 Mpa. 4) Painting Including final coating and painting as per specification No. 201565C-101-JSD-1801-0004. 5) Connections: All Connections shall be bolted connections, All primary connections are made with electro galvanized high strength bolts conforming to IS3757 or ASTM A325 to grade 8.8 as per minimum bolt size shall be 12 mm diameter or specificed in approved drawings. Minimum two bolts shall be provided per connection.

Cold Formed Secondary member 5351-BATHINDA 2G ETHANOL — Supply of prefabricated structural steel (fabrication at contractors yard), fixing (including erection) of member fabricated from cold forming process conforming to ASTM A570 Gr 50 (Structural Steel) with minimum yield strength of 345 MPa. Minimum thickness shall be 2.0mm for purlin and girts . All cold form member shall be galvanized with Minimum thickness of 275 GSM.

SPLY & FIXG OF PIPE — Providing and fixing unplasticized polyvinyl chloride pipes 110 mm: providing and fixing on wall face unplasticized rigid PVC rain water pipes conforming to IS 13592 type A, including jointing with seal ring conforming to IS 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes-110 mm diameter. The item is inclusive of fixing of UPVC pipe with GI clamps at a distance of 1m C/C.