Department Of Biotechnology Tender

Providing Design, Detailed Drawing,Wind Analysis, Fabrication, Supply, Erection and Installation of Primary Steel Structure Work in Mild Steel built up tubular CHS . Column Distance C/C 4-5 M Column CHS 165.1 X 5.4 mm , Rafter CHS 114.3 x 5.4 mm Back Purlins CHS 114.3 x 5.4 mm ,Front & Mid Purlins CHS 76.1 X 4.5 mm ,Support CHS 88.9X 4.8 mm All Cleats are 16-10 mm thickness, Cap Plate 10 mm, Base Plate 16 mm , Stiffener 8 mm All Nut bolt 16 – 75 Gr. 8.8. Applying a Two Coat of Duco Paint over one coat of Anti Oxide Duco Primer after Rust Cleaning Process. Providing Design and Fixing imported shade fabric of weight not less than 900 GSM Fabric, Make Ferrari, Mehler , Sioen .This Should also include cutting, welding and cables, Plates and necessary hardware for fixing the fabric as approved shape as per drawing, Membrane shall be cut and manufactured with High frequency PVC Welding Machine. Fabric Weight 900 GSM , Fabric Width 2.5 M Breaking Strength (Warp/weft ) 4300 /4300 N/5 CM Tear Strength 600 N , Light Transparent 7-8 % Seam Joint 40 mm , Aluminum Flat Bar 2 mm thick , GI Self-Taking Skew 12/25 galvanized wire 12 mm diameter all fabric plate and Bolt Nut SS.• Design to cater approx. 2 feet or proportionate shed covering on side & rear which may be in continuation to slab fabric or separate metallic sheet welded with structural members for avoidance of direct sunlight/rain/winds to the vehicles parked etc. Dismantling Kerb stone, CC paver, PCC, Excavation of soil, Concreting, steel binding, Curing, Refiling of soil, fixing kerb stone, CC block and Finishing of floor by PCC , Civil Work Excavation of Soil 1 M X 1.2 M X 1.2 M ,PCC 100 mm thick Raft Foundation .9 X 1.1 X.3M , Pedestal .5 X.5 X.9 M. Refilling the Soil and Final 100 PCC Excavated Area Foundation Bolt M-20-700 Long Tread 100 mm Qty 8 Pcs. Mode of Measurement is surface Area of fabric on roof only, No other additional payment to be paid for total completeion of tensile fabric shed including site finishing, etc. as per direction of Engineer-in-Charge .