GI Roof shed

Auguring and boring of holes in site for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils without under reams as per IS 2911 - 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete for all depths and for finished item of work for piles of following diameters.

Under-reaming for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils with Augoring and boring equipment in site as per IS 2911 - 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete for all depths and for finished item of work for piles of following diameters.

Supply and placing of M20 grade the Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER/MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including all materials all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work.

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixer. All work upto plinth level including cost of all materials and labour charges etc., complete as per SS and as directed by the departmental officer in charge of the work but excluding seigniorage charges

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded including cost of all materials, its all taxes and labour charges for cutting bending and tying grills etc., complete and as per SS and as directed by the departmental officer-in-charge of the work

Supply fabrication and erection of tubular BUILT UP TRUSS using 60 X60 X 3.2 mm Box section of 5.50 Kg /RM as bottom and top rafters, and 32 X 32 X 2 mm Hollow Box section of 1.80 Kg/RM as verticals @ 2'-0" and150 X 105 X 6 mm thick & 170X82X6 mm cleats for Purlins and bottom runners and , 400 X 400 X 10mm thick Bottom plates, 6 mm thick stiffners for bottom plates on both sides, necessary 12mm dia 2" & 3" long bolts & nuts, structural mild steel tubes of YST 22 grade as per design and drawing including labour charges for cutting, welding, cost of welding rods, fabrication and errection one coat of red oxide Zinc cromite primer and two coats of enamil paint of approved quality and make, all incidential seigniorage and operational charges cost and conveyance of all labour and materials at site of work etc., complete as directed by the Engineer in charge

Supply of Pre-painted Galvalume Trapezoidal Profile Roofing sheets with 0.50mm thickness, Coating: Alu-Zinc coating AZ150 GSM. Tensile Strength: 550 MPA. Paint coating: Regular Modified Polyester painting. Painting Thickness (Top): 18 to 20 Microns, (Bottom): 5 to 7 Microns. Sheet Width: 1.020, Length: Maximum 12 Meters with Regular Range Colours cost and conveyance of all labour and materioals at site of work, all etc., complete as directed by Engineer-in-charge. BMS-W.55