Municipality Tender

Laying of UGD;Extra 0.1m additional depth for 1.2 mtr dia chamber

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

Laying of 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 - 2.5 mtr depth

Laying of 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 dept

Laying of 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. Each Rs. 11,912.00/- TBSP-B.I-02 SSR 2023-24 1.5 m depth

Laying of 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 904 mm (3'-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 channel 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 operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification. Each RS. 7,475.00/- TBSP-B.I-01 SSR 22-23 0.9 m depth

Laying of UGD;Lowering the 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) 600 mm dia

Laying of UGD;Manufacture, Supply and Delivery of 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) including transportation & taxes (FOR R.C.C. S/S PIPES NP3 SSR 2022-23, ) 600 mm dia

Laying of UGD;Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH by Mechanical Means (with all lifts)

Laying of UGD;Earth work excavation 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) - Ordinary Soil - Mechanical Means.

Laying of UGD;RBR-STCL-15 ; Dismantling of Existing cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials seperately including all hire & operational charges of T&P, labour charges, all taxes, complete for finished item of work as directed by Engineer-in-charge as per Technical Specification Clause 202 MORD/MORTH.