ESTIAMTE FOR CONSTRUCTION OF HEAD REGULATOR OF ESCAPE PIPELINE ALONG MINOR 8 OF LADBANJARA DISTY

Amount

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Supplying, Fitting and Placing un coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. HYSD BAR REINFORCEMENT

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M-30 Height upto 5m Using Batching Plant, Transit Mixer and Concrete Pump

Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). (A) Class PN-1 as per ISI (j) 500mm i/d Sluice Valves flanged

Proving & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS:5312/2004 in pipe lines including jointing & cost of Nut Bolt , rubber insertion etc. complete. Note: If Non-return valves class PN-1.6 is used instead of class PN-1.0 , than 5% will be paid extra. (B) Class PN-1.0 as per ISI with gun metal flap ((k)) 500mm i/d Non-return valve

Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m

Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. (C) R.C.C. Pipe NP -3 (i) 500mm i/d pipe

(ii) 1200mm i/d pipe

Earthwork excavation in ordinary soil, exclusive of compensation of earth:- Extra for pudding work.

Providing & Fixing of 10 gauge welded mesh of 25mm x 25mm size fixed on steel glazing with MS flat 20mm x 6mm beeding complete in all respect including painting two coats with Synthetic Enamel Paint and Priming Coat

Supply of ISA 50 X 50 X6 (Structural Steel) LINEAR DENSITY 4.47/M

Fillet welding with high strength steel rods complete in all repects and to entire satisfaction of engineer-in-charge

Providing and fixing Galvanized Nut and Bolts of all sizes & length required (LUMPSUM)

Paintng two coats with excluding priming coat with ready mix paint for mettalic surface in all shades on steel or iron work

Applying Priming Coats with metal primer on new steel or iron work i/c prepration of surface

Cutting and straightening charges complete in all repects and to entire satisfaction of engineer-in-charge

RUPINDER SINGH CONTRACTOR (BID ID -634903)