Municipality Tender

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;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;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) Excluding transportation & taxes (FOR R.C.C. S/S PIPES NP3 SSR 2020-21 )

Laying 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

Laying 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 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.