Providing drinking water facilities from existing Main Storage Tank Ultra Tech Cement Plant at Bagga to Village Dangoyal Dhar and Sehnalighat in G.P. Mangal Tehsil Arki Distt. Solan (HP)

Amount

Excavation in foundation, trenches etc. earth work in all type of soil such as pick work, jumper work, blasting work kankar,moorum singles including decomposed soft and hard rock etc. upto all heights stacking the excavated earth not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths and sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth upto all leads and lifts as directed by the Engineer in charge complete in all respects.

Providing, laying, testing & commissioning at site in trenches bevelled ended galvanised BIS marked MSERW pipes confirming to IS / ISO- 3183-2007 or its equivalent latest with up to date ammendments of following dia with steel grade L-210 or "A" having wall thickness & per Rmt weight as mentioned below & 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 with up to date ammendments (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 & other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions and cutting of pipes wherever required as per site requirement i/c carriage in all leads & lifts and as directed by Engineer-Incharge. The pipe shall have zinc coating inside & outside confirming to IS-4736-1986 or latest with up to date ammendments & shall be engraved with ISO 3183-2007 . The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments to the entire satisfaction of Engineer-Incharge (Earth work & cost of MS flanges after 100 meters length shall be measured & paid for seperately). 50 mm dia RD Length Dia Wt. class Table

0-600 600 50 mm 4.80 mm 6.57Kg/mtr. MSERW 28

Laying jointing , testing & commissioning at site in trenches bevelled ended BIS marked GI pipe confirming to relevent codes IS-1239-2004 latest with up to date ammendments of following dia wall thickness & per Rmt weight as mentioned below & 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 with up to date ammendments (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 & other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement i/c carriage in all leads & lifts and as directed by Engineer-Incharge. The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments to the entire satisfaction of Engineer-Incharge (Earth work & cost of MS flanges after 100 meter length shall be measured & paid for seperately) 50mm dia Heavy class RD Length Dia Wt. class Table

600 - 850 250 50mm 6.19Kg.mtr. GMS (HC) 28

850 - 1150 300 50mm 6.19Kg.mtr. GMS (HC) 17

Laying jointing , testing & commissioning at site in trenches bevelled ended BIS marked GI pipe confirming to relevent codes IS-1239-2004 latest with up to date ammendments of following dia wall thickness & per Rmt weight as mentioned below & 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 with up to date ammendments (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 & other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement i/c carriage in all leads & lifts and as directed by Engineer-Incharge. The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments to the entire satisfaction of Engineer-Incharge (Earth work & cost of MS flanges after 100 meter length shall be measured & paid for seperately) 50mm dia Medium class RD Length Dia Wt. class Table

1150 - 1300 150 50mm 5.03Kg.mtr. GMS (MC) 17

1300 - 1530 230 50mm 5.03Kg.mtr. GMS (MC) 5

Providing, welding and fixing M.S. plate flanges of various dia (nominal bore) of following Flange Tables confirming to IS 6392-1971 or latest with up to date amendments to MSERW / GI pipe after every 100 mtr. pipe or as per site requirement including cutting of of pipes wherever required, welding in three layers (leak proof) confirming to specifications as prescribed in relevant I.S. Code i.e. IS 816-1969 or latest as applicable with up to date amendments with nuts, bolts & washers & specials etc. confirming to IS-1963 or latest with up to date amendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorrosive paints complete in all respect in all leads, lifts and carriage of material at site and as directed by the Engineer in charge. RD Length (In mtrs.) Dia (in mm) Flange Table.

Chetan Thakur

Royal Construction Company

Dogra Construction Company Pvt Ltd

Kameshwar Sharma

KESAR BABA PVT LTD