Municipality Tender

UGD;for extra depth of each 0.10 mtrs

UGD;1.20m dia x 1.65m depth

UGD;Construction of sewer circular conical manhole as per type design using flyash Bricks of size 290 x 225 x 40cms 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. for extra depth of each 0.1 mtrs with 0.9m dia

UGD;Construction of sewer circular conical manhole as per type design using flyash Bricks of size 290 x 225 x 40cms 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. (0.90m dia x 0.90m depth)

UGD;Manufacture, suppy & delivery of rubber rings to suit RCC Spun/vibrated cast (reinforced) socket and spigot pipes conforming to BIS 5382/1985 (Rate per each rubber ring) including transportation but excluding taxes, The rubber rings shal be tested at the factory premises conforming to BIS 5382/1985 - 900MM dia.

UGD;PHE-LRCS-6: Lowering the RCC S/S pipes carefuly into the trenches laying them true to alignment and gradient, jointing with rubber rings, and testing including filing with waterwith a water lead upto 500 meters excluding cost of rubber rings as per BIS No. 783/1985 - 900mm dia.

UGD;Manufacture, suppy & delivery of 900mm dia RCC Socet and spigot NP-3 pipes conforming to BIS 458/2003 Ex-Factory (Rate per meter of effective lengh) including transportation, taxes, and duties (non pressure)

UGD;BLD-CSTN-2-2-(15) : Earth work excavation in Hard rock (blasting prohibited) -Upto 3 m depth for pipe line 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).

UGD;BLD-CSTN-2-2(10) : Earth work excavation in Ordinary soils by Mechcanical Means-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).

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