Providing LWSS to drought prone area of GP Sirmouri Mandir Dhar Tikkeri Banah Dhinni Jamun Ki Ser Katli and Sarahan under Jal Jeevan Mission by lifting drinking water from Giri river Tehsil Pachhad 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 or soft rock & hard rock by blasting including dressing of sides and beds,disposing of excavated earth with all leads, lifts disposed earth to be levelled and neatly dressed and returning the stacked soil into foundation and trenches etc. including ramming and consolidating the same whereever required with all leads, lifts and including jungle clearance and as per the direction of the Engineer Incharge.

Laying,jointing & testing commissioning in trenches following dia socketted galvanised mild steel tube of various dia of light grade .The pipe ends shall be socketted,Tees & bends shall be manufactured from parent pipe etc and cutting of pipes whereever required as per stie requirement as per site conditions i/c carriage in all leads & lifts and as directed by Engineer-Incharge.(Earth work shall be measured paid for separately).

1. 25 mm dia (L/G )

2. 32 mm dia (L/G )

3. 40 mm dia (L/G)

4. 50 mm dia ( L/G)

Laying, Jointing & testing at site in trenches plain ended GMS Pipes of following diameter confirming BIS 1239-(Part-1)-1990 or latest with up to date ammendments, capable of withstanding required test pressure as prescribed in BIS code, in random length of 5.50 to 6.50 Mtr. The pipe's ends shall be bevelled suitable duly butt welding, 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 in Charge. ( Earth work shall be measured & paid for Seperately)

1. 65 mm dia ( L/G)

2. 80 mm dia ( L/G)

3. 100 mm dia ( L/G)

Providing, welding and fixing M.S. plate flanges of following dia (nominal bore) of following Flange Tables confirming to IS 6392-1971 or latest with up to date ammendments to MSERW/G.I. Pipes after every 90 Meters 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 minium 3mm thick and painting with anticorosive paints complete in all respect in all leads, lifts and carriage of material at site and as directed by the Engineer in Charge.

Dia of Pipe Length FT

1. 65 mm dia ( L/G) 13595 FT-5

2. 80 mm dia ( L/G) 11450 FT -5

3. 100 mm dia ( L/G) 3390 FT-5

Providing and fixing of Brass full way valve with wheel of approved make and relevent ISS complete in all respects including of all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

1. 25 mm dia.

2. 32 mm dia.

3. 40 mm dia.

4. 50 mm dia.

5. 65 mm dia.

6. 80 mm dia.

7. 100 mm dia.

shiv iron general engineers