Municipality Tender

Maintenance;Repairs to existing manhole of 0.9 dia upto 0.45mt depth with 2nd class traditional Bricks in Cm(1:4) including Internal plastering 20 mm thick in CM(1:3) and External Plastering 12 mm thick in CM(1:3) and top benching in CC(1:2:4) including cost and conveyance of all materials and labour, Seigonarage charges, Curing and all taxes etc. complete.

Maintenance;Cutting C.C road surface including stacking of excavated materials for pipe line trench work.

Maintenance;Cutting B.T road surface including stacking of excavated materials for pipe line trench work.

Maintenance;RBR-FNDN-1 -( i-A) in ordinary Soils, by Mechanicall means: Earthwork excavation in all kinds of Soil for pipeline trenches as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing 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 excavation and taking all precautionary measures in the restricted areas for laying sewere/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 Pipelines by Mechanical means

Maintenance;Earth work excavation in Hard rock (blasting prohibited)-Upto 3 m depth for foundations 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).

Maintenance;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) SWG SP-1 pipe of 250 mm dia

Maintenance;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) SWG SP-1 pipe of 300 mm dia

Maintenance;Construction of sewer circular conical manhole as per type design using flyash Bricks of size 225 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 (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.(0.9m dia mahole and 0.9m depth)

Maintenance;For extra depth of each 0.10 Mts