Municipality Tender

UGD;Construction of sewer Circular conical manhole as per type design using flyash Bricks of size 225 x 10 x 6 cms having minimum strength 75 Kgs 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 channels, inside pastering with 20mm thick using Sulphete resisting cement 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 excvating 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 otehr incidental and operational charges etc., complete. 0.90dia x 0.90 m depth

UGD;Total Additonal man hole depth 0.1M Depth

UGD;Construction of sewer Circular conical manhole as per type design using flyash Bricks of size 225 x 10 x 6 cms having minimum strength 75 Kgs 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 channels, inside pastering with 20mm thick using Sulphete resisting cement 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 excvating 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 otehr incidental and operational charges etc., complete. 0.90dia x 0.90 m depth

UGD;Total Additonal man hole depth 0.1M Depth

UGD;Carting of surplus excavated rock / earth from the site to a distance of 5.00 Kms suitable including loading, unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., complete.

UGD;Amendment 2021-22 BLD-CSTN-2-8 (16) : Filling with Borrowed earth (Excluding Rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including c