Augmentation of Scheme at Rachayapeta Habitation in Rayachayapeta GP of Gopavaram Mandal in YSR Kadapa District

Construction of 20 KL capacity Over head service Reservoir with 12.45 mts staging of approved type design with VRCC framed structure M30 grade concrete single compartment inside dia of 5.00 mts & 2.40 mts Height walls the LWL being 0.15 meters above bottom slab, a free board of 0.15mts Below top slab and capable of holding 20,000 lts with salient levels as per departmental plan.The Reservoir should be provided with 2 Nos of D.I.Light type manhole frame with a cover of 600X600mm size RCC ventilator with copper or Stainless steel fly proof mesh with central RCC phenial of 600mm dia, RCC /Aluminium precast ladder 600mm width inside reservoir from floor level to roof level embeded at bottom with concrete as per standard pattern including cost, conveyance of all materials, labour charges and curing with all water leads etc, complete, one no of lighting arrestor of approved pattern with necessary earth connections, One no.of water level indicator of approved pattern,Stainless Steel Hand railing as per drawing at top around the tank

Construction of pipeline for water supply with 75 mm dia PVC 6 Kgs./cm2 PVC pipes confirming to as per IS : 4985/1988 with its amendments and revisions their on including supply of pipes as per requirements including earth work excavation of trench size 0.50x0.75 Mts. in all soils upto SDR soils using 2/3 machinery and 1/3 manual labour, lowering, laying and jointing of pipes and providing sand cushion 150mm thick true to alignment and gradient and refilling the trenches with excavated soils with watering ramming and removing surplus earth from site of work and filling pipeline with water and testing with required pressure for every 500 Mts etc., complete including cost and conveyance of all materials and labour charges etc complete includung CP excluding GST

Construction of pipeline for water supply with 90 mm dia PVC 6 Kgs./cm2 PVC pipes confirming to as per IS : 4985/1988 with its amendments and revisions their on including supply of pipes as per requirements including earth work excavation of trench size 0.70x1.00 Mts. in all soils upto SDR soils using 2/3 machinery and 1/3 manual labour, lowering, laying and jointing of pipes and providing sand cushion 150mm thick true to alignment and gradient and refilling the trenches with excavated soils with watering ramming and removing surplus earth from site of work and filling pipeline with water and testing with required pressure for every 500 Mts etc., complete including cost and conveyance of all materials and labour charges etc complete includung CP excluding GST