Municipality Tender

Laying of underground Drainage;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 underground Drainage;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 underground Drainage;Additional 0.10m depth

Laying of underground Drainage;1.20m dia x 1.65m depth

Laying of underground Drainage;Additional 0.10m depth

Laying of underground Drainage;Construction of sewer circular conical manhole as per type design using flyash Bricks of size 290 x 225 x 140 mm having minimum Crushing strength 75 Kgs Per Sqm as per IS:12894-1990 - CLASS - 7.5 using Sulphete resisting cement 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 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 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

Laying of underground Drainage;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)

Laying of underground Drainage;RBR-FNDN-1- (i-A) In ordinary soils, by Mechanical means: Earthwork excavation in all kinds of soil 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 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 lines including divertion of traffic and backfilling 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 for Pipe Lines by Mechanical means

Laying of underground Drainage;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)