Providing, Installation, Fitting, Testing and Commissioning of 62.5 KVA Air Cooled D.G Set and allied works at WSS BONAGAN BAKERWAL CHECK

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Providing, Installation, Fitting, Testing and Commissioning of 62.5 KVA Air Cooled D.G Set fitted at WSS Bonagan Bakerwal check as per following: TECHNICAL SPECIFICATIONS:- Supply of 62.5KVA 3- Phase DG Set suitable for 1850 M – AMSL altitude, (-) 10˚ to (+) 40 ˚C ambient temperature and 60 % relative humidity. The DG Set shall be comprising of diesel engine and alternator coupled together with heavy duty flexible coupling and mounted on MS base frame along with standard accessories, control panel, battery, anti – vibration pads and M.S. canopy Alternator : Make = Kirloskar /Cummins. /Eicher/ Mahindra Output rating at = 62.5 KVA standard operating conditions Rated Speed = 1500 RPM Type = 3 phase Brush less Efficiency = 88 % or above Voltage = 415 V ± 3% at 50 Hz. Power factor ≥ 0.80 Alternator winding = Copper (PVC insulated-H class) Diesel Engine (prime mover): Type = Turbo charged Gen set rating = 62.5 KVA standard operating conditions Make = Kirloskar /Cummins. /Eicher /Mahindra Speed = 1500 RPM Control = ECM-controlled Method of start = Battery operated Cooling System = Air cooled as per Annexure A

BLOCK WITH RAMP Earth work excavation in all sorts of soil incl. all leads lifts and disposal of excavated material 13’ x 12’ x 1’-6’’ Ramp : 4’ x 6’ x 1’ 258cft = 7.3 cum

P/Laying of stone soling dry hand packed 13’ x 12’ x 1’ Ramp : 4’ x 6’ x 6’’ 168cft = 4.8 cum

Form work incl. centering, shuttering and propping for ordinary timber planks so as to give rough finish. The job incl. removing of the same after completion. 2 x ( 13’ + 12’ ) x 2’ Ramp : 2’ x 6’ x 2’= 112 sft = 9.3 sqm 2

P/Laying of mass concrete with 40% boulders in 1:2:4 cement concrete mix for walls and ramp. ( 13’ x 12’ ) x 2’ Ramp : (2’ x 4’). x 6’ 2 = 648 cft = 18.4 cum

P/Laying/Applying of 15 mm thick plaster in 1:4 ( cement : sand ) mix over the whole expose surface 13’ x 12’ + 2 x ( 13’ + 12’ ) x 1’-6’’ Ramp: 2 x 2 x 6’’ + 4’ x 6’ 2 267 sft = 24.8 sqm

PROTECTION FENCING P/Fabrication and hoisting of Posts: 125 mm dia 5 mm thick 10 feet long MS pipe - 06 No 300 x 300 mm x 10 mm thick MS base plate- 06 No 300 x 300 mm x 10 mm thick MS matching plates to be grouted in cement concrete block with 15 mm dia bolts projecting out of concrete and welded to the grouted plate on the other side cw suitable size nuts and washers – 06 No 150 x 150 mm x 6 mm thick MS plates to be welded on top of posts and their matching plates to be welded on the beams, - 12 No = 372.4 kgs ISA (50x50x6) mm double section for beams 2 x 2 x 12 rft = 48 rft Truss : ISA (50x50x6) mm double section for truss beam and rafter [ 3 x ( 15 + 5’-6’’ + 2 x ( 9’-6’’ ) ]x2 = 237 rft ISA (50x50x6) mm single section for truss 3 x 2 x ( 6’ + 4’ + 4’ ) = 84 rft Cleats : 3 x 8 x 4’’ = 8 rft Total : 377 rft = 115 rmt @4.5 kg / rmt = 517.5 kg ISA(40x40x5)mm for Purlins 8 x 16’ = 128 rft = 39 rmt @ 3 kg / rmt = 117 kg Plate : 36 x 7’’ x 8’’ x 6 mm = 59 kg

P/Fixing of 0.50 mm thick (24 SWG) corrugated CGI sheets for roofing of the shed. The job incl. P/F of L/J hooks with nuts and washers. 2 x 16’ x 10’ = 320 sft Ridge 18’ x 2’ = 36 sft

Painting of shed incl. all the metal surfaces except under side of CGI sheeting and purlins by applying a coat of anticorrosive (Red Oxide) and then two coats of synthetic enamel paint.

Supply, installation, testing and commissioning of Submersible pumping units of following specifications:- PUMP:- Make:- KSB / Xylem Discharge:-4000 GPH Head:- 220 Mtrs

Union Equipment and Services

M/S SHALIMAR ENGINEERING WORKS