Providing LWSS to PC hab. Roog Bakhota in GP Dahan Tehsil Rajgarh DIstt. Sirmour HP

Amount

Excavation in drains and channels etc in earth work in all kinds of soil such as kankar moorum , shingles, conglomerate saturated soil decomposed of soft rock & hard rock by blasting including dressing of sides and beds, disposing of excavated earth with in all leads and lifts, disposed earth to be levelled and neatly dressed and then returing the stacked soil in to foundation and trenches etc including ramming and watering and consolidating the same whereever required with all leads, lifts and including jungle clearance and as per the direction of the Engineer Incharge.

Providing,Laying, jointing, testing & commissioning at site in trenches of following dia. bevelled ended MSERW pipes conforming to code IS/ISO-3183-2007 or its equivalent grade as per api specification having wall thickness and per Rmt weight as mentioned below and capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.5 to 6.5 mtr. The pipe's ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable ends with upto date ammendments (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever required for welding at site , tail pieces, tees,bends & other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions and cutting of pipes whereever required as per site requirement i/c carriage in all leads & lifts and as directed by Engineer-Incharge. The pipe shall have's zinc coating inside & outside conforming to IS-4736-1986 or latest with up to date ammendments & shall be engraved with IS/ISO 3183-2007.The laying shall conform to BIS 5822-1970 or latest with up to date ammendments to the entire satisfaction of Engineer-Incharge (Earth work shall be measured & paid for separately).

RD Dia Thickness

Laying, , jointing , testing & commissioning at site in trenches following plain ended GMS pipes of following dia. and grade as conforming to BIS 1239-(Part-1)-1990 or latest with up to date ammendments, capable of withstanding required test pressure as prescribed in BIS code, in randum lengths of 5.5 to 6.5 mtr. The pipe's ends shall be bevelled suitable for butt weld, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable (leak proof) in three layers at site of work with welding rods of standard make & all allied accessories whatever required for welding at site, tail pieces, tees, bends manufactured from parent pipes etc. and cutting of pipes wherever required as per site requirement i/c carriage in all leads & lifts as directed by Engineer-Incharge (Earth work shall be measured & paid for seperately).

RD Dia Grade

1080-1560 50MM Heavy

Feeder Line

0-75 50MM Heavy

Providing, welding and fixing M.S. plate flanges of following dia. (nominal bore) of following Flange Tables conforming to IS 6392-1971 or latest with up to date ammendments to MSERW/GI pipes after every 90 metres or as per site requirement including cutting of pipes wherever required, welding in three layers (leak proof) confirming to specifications as prescribed in relvent I.S. Code i.e. IS 816-1969 or latest as applicable with up to date ammendments with nuts, bolts & washers & specials etc. confirming to IS-1963 or latest with up to date ammendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorosive paints complete in all respect i/c all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

RD Dia Flange Table

Feeder Line

Sai Aqua Machines and Builders

Thakur Traders