Strengthening of G.Jal (P/L 600 mm dia D.I. G.Jal Water line from M3 UGR Sector-69 to Master G.Jal UGR in Sector-65) Noida

Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required.bituminous portion

Excavating trenches of required width for pipes, cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidation each deposited layer by ramming watering etc. and disposal of surplus layer by ramming watering etc. and disposal of surplus excavated soil as directed, within a lead of 50 m: all kinds of soil. pipes, cables etc. The contractor has to dectect different utilities like sewer line,water supply line,electric cable,telephone cable gas pipe line etc using utility dectecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in- Charge ( a ) exceeding 300 mm dia but not exceeding 600 mm

P/L S&S centrigugaly cast (Spun)/Ductile Iron pipes conforming to IS : 8329 (DSR-2018, I.No. 18.72.10

600 mm dia. K-7 pipe

Supply and installation of required size steel pipe10 mm thick confirming to IS :3589 through trenchless excavation of thrust pit and receiving pit of required size and the excavation & filling back and compaction complete as per specification for road crossing by Auger boring method pipe will be installed at depth beyond 3.0 m below the ground surface in downward required slope. 600 mm dia

P/F M.S. specials such as tee, bends, collars, Tapers, gap pieces, including Flange Ends as requered, Painting, cutting,welding as per site requirement of MS pipe thickness etc in all respect as per direction by the E/I.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 Cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Providing and fixing Sluice valve shall generally confirm to IS 14846 with latest amendment, with length over flanges as per PD of IS 14846 corrosponding to BS EN-558/ ISO 5752 Basic series 3 in CI construction having metal seating ( IS 318 Gr.LTB 2). with complete compone 1- Body / Door/ Dome-cast iron IS 210 Gr. FG 260 2- Sipindle- Non rising, Stainless Steel AISI 410 3- Body seat/ Door face - Gun metal; IS 318 Gr. LTB 2 (rings to be press fitted and riveted; no screws allowed) 4-Rivets - soft annealed brass 5 - Spindle Nut - Gun metal ; IS 318 Gr. LTB 2 6 - Stem seal - Greased Hemp 7- Fasteners - Carbon steel 8 - Flange Drilling - IS 1538 Table 4 & 6 (9) PN 1.0 10-Accessories (400 mm and above) - Ball thrust bearing to be housed above the wet chamber ie. above the gland. Enclosed Spur Gear box for ease of operation , Air Plug 11-Painting/ Coating- inside & Outside epoxy liquid coated, DFT minimum 250 micron, shade RAL 5005 / 5015 (BLUE) 12- Hydro- test-( Open Ended only ) Seat; 10/16 Kg/cm2; Body15/24 Kg/cm2 13-Upto 600 mm dia Manual Operarted & above 600 mm Gear box Make-Indian Valve Pvt. (IVC)/ Kirloskar / Brothers Limited (KIRLOSKAR)

600 mm dia