Municipal Administration Department Tender

Laying of Storm water Pipe Drain;0.90m dia, extra lift of every 0.1m - up to 1.60m depth

Laying of Storm water Pipe Drain;Construction of sewer circular conical manhole as per type design using flyash Bricks of size 225X100X60mm Havingminimum crushing strength 75Kgs per Sqm as per Sqm as per IS:12894-1990 CLASS-7.5 in CM(1:3) Prop including CC (1:4:8) bed for foundation and of M15 (1:2.5:5) Prop using 20mm HG Metal for benching and chanels,inside palstering with 20mm thick using Sulphate resisit cement in CM(1:3) Prop and outside plastering with 20mm thick using OPC in CM(1:3) Prop The foundation concrete in CC (1:4:8) Prop using 40mm nominal size Hard broken granite stone for supporting incomming pipes with concrete block/ Masonary Whereever necessary including finishing the gap with CM(1:3) Prop on both sidses exavating pits upto requried depth in all types of soils and supply and fixing of 560mm dia Manhole frame and cover ( HD-20) and PVC encapsulated steps including cost and convyance of all materilas lobour charges and all other incidental and operational charges etc complete. 0.90m dia x 0.90m depth

Laying of Storm water Pipe Drain;Manufacture, supply and delivery of following Salt glazed stone wear pipes conforming IS 651 dia - 1992 on its latest amandments at the departmental stores / site of execution including lowering, laying, jointing and testing in readymade trenches true to alignment gradient including cost and conveyance of all material and labour charges etc., complete SSR Its No. TBSP-A.II-10 200 mm dia SWG pipes