Providing HDPE pipe Drainage ar ward no 27 near vetrivel wave bridge at Sathyamangalam Municipality

Amount

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil.SS20B Including Refilling Charges as TWAD SOR Page NO 308

Supplying and conveying to site the following sizes of HDPE pipes of class PN6 (PE-100) confirming to IS:4984/1995 as specified in technical specifications in standard lengths including labour charges for loading, unloading and stacking at site and transportation charges etc., complete as per standard specifications and as directed by the Engineer in Charge.( TWAD Page No 29-2023-2024)

Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the TWAD SOR Page No 280 (2023-24)

Jointing HDPE Pipes and Specials by butt fusion welding / electro fusion welding joints using fusion equipment as per ISO 21307-2011 and as per IS 7634 (part-2) : 2012 including cost of hire charges for butt fusion equipment power supply arrangements etc., complete as per directed by TWAD Board SOR Page No 291 (23-24)

Supply, delivery of HDPE Specials As Per IS 1736-1995 including unloading, transportation and stacking charges. Specials for HDPE pipes as per IS 8360/1977/Part 1(Reaffirmed 1992) Part II and III(Reaffirmed 2002). Reaffirmed to IS 4984-2016 conveyance to work site etc., complete as directed by the Engineer in charge 110 mm dia HDPE Equal 90 bend

110 mm dia HDPE Equal TEE

kaniska construction (BID ID -1377673)