Panchayat Raj Engineering Department Tender

Providing New SVS at Ramanaidupalli H.W H/O G.D.Nellore GP;Construction of pipeline for water supply with PVC pipes as per IS:4985-1988, with its amendments and revisions thereon including supply of pipes,necessary specials such as bends, Tees, etc. lowering, laying and jointing of pipe lines true to alignment and gradient, trench excavation (Earthwork excavation in all soils upto SDR) for pipelines in all soils except rock requring blasting and refilling trenches with excavated earth (other than rocky soils and boulders) with watering and tamping and removing surplus earth from site of work and filling the pipeline with water and testing etc., complete. The rates are inclusive of cost and conveyance of all materials and labour charges for finished item of pipeline work, but excluding CED and other taxes For Pumping main 75 mm X 6 kg/sqcm pipe line trench size 0.5x 0.75 mts

Providing New SVS at Ramanaidupalli H.W H/O G.D.Nellore GP;Construction of pipeline for water supply with PVC pipes as per IS:4985-1988, with its amendments and revisions thereon including supply of pipes,necessary specials such as bends, Tees, etc. lowering, laying and jointing of pipe lines true to alignment and gradient, trench excavation (Earthwork excavation in all soils upto SDR) for pipelines in all soils except rock requring blasting and refilling trenches with excavated earth (other than rocky soils and boulders) with watering and tamping and removing surplus earth from site of work and filling the pipeline with water and testing etc., complete. The rates are inclusive of cost and conveyance of all materials and labour charges for finished item of pipeline work, but excluding CED and other taxes for Gravity main 75 mm X 4 kg/sqcm pipe line trench size 0.5x 0.75 mts

Providing New SVS at Ramanaidupalli H.W H/O G.D.Nellore GP;Construction of circular OHSR with VRCC M - 30 Design mix using 20 mm size machine crushed metal for elevated service reservoir of approved type design with single compartment inside dia of 4 .00 & 1.90 m height side walls below the top of slab and capable of holding 20000 Lts with staging of 9.65 mt. and with Raft Foundation including CM(1:3) 12 mm thick with 2% acco proof powder and out side with CM(1:3) 8 mm thick, for a finished work inculuding 2 coats of snow cem painting for external surfaces and Three coats of epoxy paint to inner surfaces of the reservoir including roof cover slab, including lettering and fixing of all required fixtures pipes, bends, valves etc. for vertical connections, but excluding the cost fo pipes, bends and valves etc. complete as per Dept. designs and drawings, with the following fixtures.Work was completed up to Ring beam level (40% of the total work).The schedule is prepared for 60% of Balance work of 20 KL OHSR. a) RCC or Aluminium Ladder of width 0.60m inside b) Spiral stair case out side the reservoir up to 20 KL c) Lightening arrestor including conductor and earthing d) Water level indicator of approved pattern with ebonite / copper float e) RCC Ventilator with copper or stainless steel fly proof mesh f) DI Manhole cover and cover 0.60 x 0.60 m - 2 Nos g) Railing to be provided for the gallery and stair case shall be stainless steel grade 304 for a height of 1.20 m h) Railing with 32 mm dia GI pipes (A class) in two rows around OHSR fixed in RCC (1:2:4) posts or MS angles of size 100*75*75 mm with 1.50 m intervals aroung periphery on top of the OHSR(Balance work after top ring beam at staging)