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;PHE-LJSW-13: Supply, Lowering and laying in ready made trench true to alignment and gradient, jointing, and testing of stone ware pipes including cost of jointing material such as cement mortar (1:1) proportion and Spun yarn including cost and conveyance of pipe. (Reference to specifications BIS No. 6530/72) 200 mm dia