Municipal Administration Department Tender

Laying of Piped Drain;PHE-LRCS-6: Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters excluding cost of rubber rings as per BIS No. 783/1985 1200MM DIA

Laying of Piped Drain;Manufacture, Supply and Delivery of Rubber rings to suit R.C.C. Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S 5382/ 1985 (rate per each rubber ring) including transportation but excluding taxes. the Rubber Rings shall be tested at the factory premises conforming to B.I.S. 5382/1985. 600MM DIA

Laying of Piped Drain;Construction of sewer circular conical manhole as per type design using flyash Bricks of size 290x225x140mm x 10 x 6 cms having minimum Crushing strength 75 Kgs Per Sqm as per IS:12894-1990 - CLASS - 7.5 using Sulphete resisting cement in CM (1:3) prop, including CC (14:8) bed for foundation and of M15 (1:2.5:5) prop using 20mm HG metal for benching and channels, inside plastering with 20mm thick using Sulphete resisting 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 3 size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop. on both the sides including excavating pits upto required 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 & conveyance of all material, labour and all other incidental and operational charges etc., complete.1.20x1.65m depth

Laying of Piped Drain;1.20m dia, extra lift of every 0.1m - up to 2.30m depth

Laying of Piped Drain;Construction of sewer circular conical manhole as per type design using flyash Bricks of size 290x225x140mm x 10 x 6 cms having minimum Crushing strength 75 Kgs Per Sqm as per IS:12894-1990 - CLASS - 7.5 using Sulphete resisting cement in CM (1:3) prop, including CC (14:8) bed for foundation and of M15 (1:2.5:5) prop using 20mm HG metal for benching and channels, inside plastering with 20mm thick using Sulphete resisting 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 3 size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop. on both the sides including excavating pits upto required 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 & conveyance of all material, labour and all other incidental and operational charges etc., complete.1.20x1.65m depth

Laying of Piped Drain;1.20m dia, extra lift of every 0.1m - up to 2.30m depth