Municipal Administration Department Tender

Laying of Piped Drain;BLD-CSTN-9-21-(119) :Providing cladding with High Polished Granite 16 to 18 mm thick up to 8'-00 (2.43 M) black length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, Note: (b) For dadooing or cladding items, data for relevant Skirting Items may be adopted adding the cutting charges of the stones/ tiles as the case may be)

Laying of Piped Drain;Construction of Specification stone Masonry Pedestal with earth work excavation, PCC bed, RR Masonry, Brick Work, Plastering, White washing and polished shabad flooring suitable for fixing granite stone of size 2.5' x 5' including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work.

Laying of Piped Drain;1.2m dia, extra lift of every 0.1m - up to 2.30m dept

Laying of Piped Drain;Construction of sewer circular conical manhole as per type design using flyash Bricks of size 290x225x140mmmm Havingminimum crushing strength 75Kgs per Sqm as per Sqm as per IS:12894-1990 CLASS-7.5 in CM(1:6) 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. 1.20m dia x1.65m depth

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

Laying of Piped Drain;Construction of sewer circular conical manhole as per type design using flyash Bricks of size 290x225x140mmmm Havingminimum crushing strength 75Kgs per Sqm as per Sqm as per IS:12894-1990 CLASS-7.5 in CM(1:6) 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 Piped 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

Laying of Piped Drain;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) - up to 3.00Mts. below GL: Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches 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 305 MoRD / 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 for laying sewer/water pipe lines including divertion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

Laying of Piped Drain;Earthwork in excavation for pipeline trenches as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH (RBR-FNDN-1 Machanical Means)