Uttar Pradesh Housing And Development Board Tender

Supply of I.S.I. mark specials for different type of pipes

C.I D/F Tee 100x100x100 mm

C.I tail piece One End Flange 100 mm dia (150mm long)

C.I tail piece One End Flange 125 mm dia (150mm long)

C.I D-Joint 100 mm dia

C.I D-Joint 125 mm dia

C.I D/F Bend 100x100mm

C.I. D/F Pipe 100mm dia &1.00M Length

Supply of necessary P.V.C. fitting for 6.00 kg/cm2 pressure class III like Tee, Socket bend P.V.C. Tail Piece etc (10.00% of the cost pipe as per Item No 2)

Supply of following size ISI mark C.I D/F sluice valve confirming to I.S. 14846/2000 with cap including cartage, loading and unloading and i/c all taxes etc complete.

100 mm dia

125 mm dia

Supply of ISI marked C.I. D/F double Air valve of approved quality i/c cartage loading and unloading and i/c all taxes etc complete.

Making Joints of Different dia & size of pipe and specials i/c cartage of sluice valve, Tee, reflex valve, secour valve, etc. and fixing in water line i/c lowering them in already prepared trenches & fixing and position in/c supply of all jointing matrial, nuts. bolts, rubber insertion, white lead & testing complete

Cartage from store & fixing of Sluice Valve, Secour Valve flanged air valve or fire hydrient i/c lowering them in trenches & fixing them over existing flanged tee i/c supply of all jonting matrial nut bolts rubber packing etc. complete,

C.I D/F Sluice Valve 100 mm dia

C.I D/F Sluice Valve 125 mm dia

C.I D/F Double Air Valve 100 mm dia

Providing all materials and construction of sluice value or scover values chamber as per attached drawing & design of U.P. Jal Nigam complete with excovation and removal of surplus earth to a distance 30 M. Laying 8 cm thick cement concrate 1:5:10 with one part of cement, four part coarse sand of F.M. 1.50 to 2.2 and eight part of 40 mm graded stone ballast in foundation /floors base of the chamber and brick masonary in 1:5 cement and coarse sand of F.M. 1.50 to 2.20 Mortar and plaster in 1:3 cement and coarse sand of F.M/ 1.50 to 2.20 mortar, floor with 1:2:4 cement concrete, R.C.C cover in the proportion 1:1.5:3 cement, coarse sand of F.M. 2.20 to 3.60 and 20 mm graded stone grit with 35x35x5mm M/S. angle frame duly welded with 6 mm dia bars @ 10 cm i/c both ways which will be fixed or hinged with 3 Nos hinges (if reguired ) in 40x40x5 mm angle iron frame with 4 Nos hold fast of 35x5 mm M.S. flat of 10cm long and grouted with 10 cm thick R.C.C. of 1:1.5:3 over top of the chamber i/c cost of steel and fixng in position etc and also i/c supply of all material, labour, T&P etc complete in all respect as per direction of Engineer incharge. size of chamber will be as per drawing or as per direction E/I. incharge. chamber size 1.20mx1.20m (inner size)