S/R TO STREET LIGHT IN THE CAMPUS OF GOVT. POLYTECHNIC FOR WOMEN AT SIRSA (PDG. HIGH MAST ONLY)

Amount

Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in existing MS/PVC Conduit etc as required. (HSR 23.5.6) i) 1 run of Size 1.50 Sqmm(1/1.40mm) (HSR 23.5.6.1)

Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. (HSR 23.22.4) i) TPN DB Horizontal type Double Door 4 way ( 8 incoming and 3phase*4 outgoing) (HSR 23.22.4.5)

Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- (HSR 23.22.5) i) 6 amp. to 32 amp Single Pole (HSR 23.22.5.1)

40 amp to 63 amp. MCB's TRIPLE POLE (HSR 23.22.5.6)

Supply and election of Goodridge Almirante type M.S. pedestal made of 50 mm *50 mm * 6 mm angle Iron frame with 3.00 mm thick M.S. sheet covering including shutters with suitable hinges and looking arrangement with the Godrich type handle including round bars. The to covering should have a downward overhang of 75 mm on all sides of pedestal, having two sets of water proof ventilation holes of suitable size on the sides, at top and bottom, each set containing four No’s. holes to discharge the heat produced by suitable size to make it water proof . The pedestal duly painted both inside and outside with two coats of approved paint and primary coat and its legs are embedded upto the entire depth in 1:2:4 cement concrete block, projected 75 mm all around the pedestal and 200 mm above the ground level including the cost of all labour and material required to complete the job in all respect upto the entire satisfaction of the Engineer-in charge of the work. (HSR 23.27) M.S. pedestal of size 600 mm wide, 750 mm high, 300 mm deep and bottom totally open , duly embedded in cement concrete block of size 900 mm*450 mm*200 mm above ground level , having a base of size 900 mm* 600 mm* 250 mm below ground level. (HSR 23.27.1)

B.S.E.N. 10025 High Masts (HSR 24.4.15) Supply, installation, testing and commissioning of 12.5 mtr. long High Mast manufactured from B.S.E.N. 10025 or equivalent grade material in, 2 (two) section hot dip , galvanized inside and outside in single dip, suitable for wind velocity as per IS 875 Part-3 suitable for 6 no’s. luminarie loading fully motorized (power tool) with starter & cable complete along with standard accessories supplied by the manufacturer with 3 no’s steel wire rope double drum system and twin dome aviation light with LED without foundation but including cost of set of foundation nut and bolts, installation at site complete I all respect upto entire satisfaction of Engineer-in Charge. Thickness of Top and Bottom Section = 3 mm (minimum)Top Dia = 150 mm and Bottom Dia = 360 mm. Thickness of Galvanization - Top = 65 micron (minimum) and Bottom = 85 micron (minimum) (HSr 24.4.15.1)

EARTHING (HSR 24.1) Earthing with GI earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. (but without charcoal or coke and salt) as required.(HSR 24.1.1)

Extra for using salt and char coal/coke for pipe earth electrode as required.(HSr 24.1.2)

Providing and laying earth connections from earth electrode with 4.00 mm dia G.I. wire in 15 mm dia G.I. pipe from earth electrode as required. (HSR 24.1.11)

Providing and fixing 4.00 mm dia G1. Wire on surface or in recess for loop earthing as required. (HSR 24.1.13)

S/E mark double walled corrugated (DWC) HDPE, pipe 10 Kg/Cm2 ,laid 0.75 Metre below ground level including digging and refilling of earth including cost of suitable size socket/coupler for HDPE pipe including the cost of labour and material required to complete the job in all respect up to the entire satisfaction of Engineer in charge of the work. (HSR 24.5.2) DWC/HDPE pipe 63/50 mm outer dia/inner dia (HSR 24.5.2.3)

RCC FOUNDATIONS FOR HIGH MAST OCTAGONAL POLES (HSR 24.9) Providing RCC foundation of M25 grade (1 Cement:1 Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @ 75 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1:5:10 of required dimensions for high mast octagonal poles of various heights as per following specifications complete in all respects and as per directions of Engineer-in-charge. (HSR) 12.5 m high mast pole. (HSR 24.9.1)

S/E of 200W LED Flood Light Warm White luminaries with high power LED >110 Lumens per Watt Philips / Havells's / Bajaj / Wipro Make in aluminium pressure die casting housing toughened glass cover with IP-66 protection With Lense and dual surge protection device internal 5 KV and external 10 KVincluding all petty material with labour for erection, complete in all respect upto the entire satisfection of the Engineer-in-charge of the work.

Supply of Under Ground LT Power Ard. Cables of Aluminium Conductor complete with all labour and material required to complete the job in all respect upto the entire satisfaction of the Engineer-in-charge of the work. Make:- Havell's/ Grandlay/ RR Kabel. 25mm2 4/C Cable

J.B.S.Electrical Co.

Vijender Kumar Contractor