Municipality Tender

Laying UGD;Manufacture, Supply and Delivery of 300 mm dia R.C.C. Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S. 458/2003 at ex?factory (rate per meter of effective length) Excluding transportation & taxes (FOR R.C.C. S/S PIPES NP3 SSR 2023-24 )

Laying UGD;Lowering the 300mm dia RCC S/S NP 3 pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 (PHE-LRCS-6)

Laying UGD;Constructing 904.4mm (3?0?) dia solid block masonry inspection chamber with Earth work , PCC (1:4:8) prop.Using 40mm nominal size hand broken granite metal of 15cm thick, Brick Masonry work in CM 1:5 base on PCC using solid Bricks of 0.10 mtr height 0.35 mtr thick, Brick Masonry work in CM 1:4 using solid Bricks with slanting wall from 1.2 mtr dia to 0.56 mtr dia at top with 0.23 mtr thick, Plain Cement concrete (1:2.5:5) using 20 mm metal with hand mixing upto Plinth level for top cover, External Plastering 12mm thick with cement mortor C.M (1:4) prop., Plastering to internal walls in 20mm thick with cement mortor C.M (1:5), Suply and delivery and fixing of Encapsulated steps for man holes finishing of steps, Supply and delivery and fixing of Heavy duty grade 20 with 560mm dia clear opening man hole cover and frames (S.F.R.C) Carting of excavated soils Refilling with excavated soil - 0.9 mtr depth

Laying UGD;Constructing 904.0 mm (3?0?) dia solid block masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using fly-ash blocks of 225 mm thick from approved source having a minimum crushing strength of 10 N/sq.mm including plastering with cement mortar 1:3 prop; ½? thick both inside and outside fitted with 20? dia RCC manhole covers and frames including excavating pits up to a depth of 1524 mm (5'-0") in all sorts of soils (excluding rock) and laying cement concrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and hannel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and perational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification.-1.5 mtr depth

Laying UGD;Constructing 1.20m (4?0?) dia solid block masonry inspection chamber with Earth work , PCC (1:4:8) prop.Using 40mm nominal size hand broken granite metal of 15cm thick, Brick Masonry work in CM 1:5 base on PCC using solid Bricks of 0.50 mtr height 0.35 mtr thick, Brick Masonry work in CM 1:4 using solid Bricks with slanting wall from 1.2 mtr dia to 0.56 mtr dia at top with 0.23 mtr thick, Plain Cement concrete (1:2.5:5) using 20 mm metal with hand mixing upto Plinth level for top cover, External Plastering 12mm thick with cement mortor C.M (1:4) prop., Plastering to internal walls in 20mm thick with cement mortor C.M (1:5), Suply and delivery and fixing of Encapsulated steps for man holes finishing of steps, Supply and delivery and fixing of Heavy duty grade 20 with 560mm dia clear opening man hole cover and frames (S.F.R.C) Carting of excavated soils Refilling with excavated soil - 2.0 mtr depth

Laying UGD;Constructing 1.20m (4?0?) dia solid block masonry inspection chamber with Earth work , PCC (1:4:8) prop.Using 40mm nominal size hand broken granite metal of 15cm thick, Brick Masonry work in CM 1:5 base on PCC using solid Bricks of 1.00 mtr height 0.35 mtr thick, Brick Masonry work in CM 1:4 using solid Bricks with slanting wall from 1.2 mtr dia to 0.56 mtr dia at top with 0.23 mtr thick, Plain Cement concrete (1:2.5:5) using 20 mm metal with hand mixing upto Plinth level for top cover, External Plastering 12mm thick with cement mortor C.M (1:4) prop., Plastering to internal walls in 20mm thick with cement mortor C.M (1:5), Suply and delivery and fixing of Encapsulated steps for man holes finishing of steps, Supply and delivery and fixing of Heavy duty grade 20 with 560mm dia clear opening man hole cover and frames (S.F.R.C) Carting of excavated soils Refilling with excavated soil - 2.5 mtr depth

Laying UGD;Refilling with available excavated earth, filling charges, watering, tamping and rammming and all labour charges and operational charges complete as directed by the Departmental officers

Laying UGD;Carting of excavated soils up to a lead of 5.0Km including loading and unloading etc.complete for finished item of work

Laying UGD;Filling with good Gravel soil, including supply and delivery of good gravel for filling, including cost of gravel and conveyance to site, filling charges, watering, tamping and rammming and all labour charges and operational charges complete as directed by the Departmental officers (RBR-FNDN-2)

Laying UGD;Extra 0.1m additional depth for 0.9 mtr dia chamber

Laying UGD;Extra 0.1m additional depth for 1.20 mtr dia chamber