Municipality Tender

SWD;Construction of sewer circular conical manhole as per type design using flyash Bricks of size 225X100X60mm Having minimum 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.(0.90 m dia extra lift of every 0.1m- upto 1.60m depth)

SWD;Construction of sewer circular conical manhole as per type design using flyash Bricks of size 225X100X60mm Having minimum 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.(0.90 Mtr Depth of 0.90 dia)

SWD;Lowering the RCC S/S pipes carefully into the ready made trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water lead upto 500 meters excluding cost of rubber rings as per BIS No. 783/1985 page No. 3 sl 11b (SSR 2018-19)

SWD;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. Page No 465/530

SWD;Manufacture, Supply and Delivery of R.C.C. Socket and Spigot pipes conforming to B.I.S. 458/2003 at ex-factory (rate per meter of effective length) Excluding transportation, taxes & duties.SoR for 2018-19 (As per pg no. 455 of SSR)

SWD;Supply, Lowering and laying of 300 mm dia SWG pipes 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)

SWD;BLD-CSTN-2-7 - (15) ; Earth work excavation in Hard rock (blasting prohibited)-Upto 3 m depth for pipeline trench and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308)

SWD;Earth work excavation RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soils as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas including divertion of traffic and back filling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by mechanical means.

SWD;Cutting open BT road surface (as well as asphalt concrete upto 75 mm thick ) including water bound macadam and stacking of excavated materials for pipe line trench work. as directed by the departmental officers

SWD;Cutting openCC road surface (as well as asphalt concrete upto 75 mm thick ) including water bound macadam and stacking of excavated materials for pipe line trench work. as directed by the departmental officers.