Construction of Stadium at Village Silana in District Jhajjar (Pdg. High Mast and Lighting only).

Amount

Moulded case Circuit breakers.

31.12 © Supply and erection of moulded case circuit breakers on wall or on existing pedestal including bonding to earth and necessary connections.

31.12 c (i) 15 amp. to 60 amp. 415 V, 10 KA 3-phase.

31.12 c (ii) 100 amp. to 220 amp. 415 V, 10 KA 3-phase.

31.12 c (iii) 250 amp. 415 V, 35 KA 3-phase.

Miniature Circuit Breaker and Isolator.

31.17 Supply and erection of miniature circuit breaker / isolator 240 /415 V in the existing distribution board including making necessary connections.

(a) Miniature circuit breakers of 9 KA breaking capacity

31.17a) (ii) TP MCB 6 amp. to 32 amp.

31.17(a) (ii) SP MCB 6 amp. to 32 amp.

31.22 Earthing

31.22(i) Earthing with GI earth pipe 4.5 m long and 40 mm dia with masonry enclosure on the top etc. as required.

31.22(ii) Extra for using salt and charcoal / coke for pipe earth electrode as required.

31.22 (xii) Pdg. 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.

31.26 Supply and erection of underground cable, loose in existing pipe or trenches complete with necessary connections.

31.26 (xxv) Ard. 25 Sq. mm 3.5 Core Cable.

31.26 (xxvii) Ard. 50 Sq. mm 3.5 Core Cable

31.26 (xxviii) Ard 70 Sq. mm 3.5 Core Cable.

31.26 (xxxix) 10 Sq. mm 4 Core Cable.

31.26 (xIi) Ard. 25 Sq. mm 4 Core Cable.

Pedestal.

31.33 Supply and erection of Godrej Almirah type M.S. pedestal made of 50 mm x 50 mm x 6 mm angle iron frame with 3.00 mm thick M.S. sheet covering including shutters with suitable hinges and locking arrangement with Godrej type handle including round bars. The top covering should have 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 Nos. holes to discharge the heat produced by the current. The shutters fixed with rubber gasket of superior quality and of 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 embeded 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:-

31.33 (ii) M.S. pedestal of size 750 mm wide, 900 mm high, 300 mm deep and bottom totally open, duly embeded in cement concrete block of size 900 mm x 450 mm x 200 mm above ground level duly plastered with 12 mm thick 1:4 cement plaster , having a base of size 1050 mm x 600 mm x 250 mm below ground level

31.4 Supply and erection of PVC unsheathed copper conductor cable single core 1100 volts grade in pipe of suitable size excluding cost and erection of pipe.

31.40 (i) Size 1.5 sqmm (3/0.81)

31.63 Supply installation testing and commissioning of wall/free standing floor mounting dust & vermin proof compartmentalized cubical panel made out of 2mm thick CRCA sheet, required hardware 3mm thick bakelite sheet provided all along the bus bar cable alley separating switches compartment and supporting cutable channel duly painted by 2 coat of Zinc/ Red Oxid primer having PU/Neoprene rubber gasket of not less than 3mm thickness separate detachable gland plate MS base channel hinged door with inter locking arrangement for equipment/switch wear. Transparent acrylic sheet shall be provided in front of bus bar compartment to prevent direct access to bus bar bakelite sheet 3 mm thick for separately cable alley to BBC from switch chamber Extended solid copper bars up to cable alleys shall be provided for outgoing connection which shall be paid as extra items. Side walls and cable alley comartments shall be having bolted type doors with detachable extension type structure. The panel will be complete with control wiring (Copper) and fuse protection. (Only outer area on all sides shall be measured)

31.64 Supplying and fixing of copper bus bar duly tinned by means of SMC/BMC type insulator high tensile nuts and boltes spring washers fixing to same in existing panel including bending, cutting in required shape and size and insulation with colour coding heat shrinkable PVC insulation Complete in all respect.

31.66 Supply & fixing of rotary handle for on/off operation of existing MCCB in the LT panel including fixing the same in position with all labour and material required to complete the job in all respect.

(i) Rotary handle upto 125 Amp. MCCB

(ii) Rotary handle above 125 Amp. MCCB

31.67 Supply and erection of mark double walled corrugated (DWC) HDPE pipe laid 1Mtr. Below ground level including digging and refilling of earth including cost of suitable size socket/cuppler for HDPE pipe including the cost of labour and material required to complete the job in all respect upto the entire satisfaction of Engineer-in-Charge of the work.

(i) HDPE pipe 63/50 mm outer dia/inner dia.

(ii) HDPE pipe 90/75 mm outer dia/inner dia.

31.68 Supply and Erection of Hot Dip Galvanized octagonal pole of 3mm thickness with base plate including cost of nut and bolts and all accessories as supplied by the manufacture including cost of foundation accessories etc. The foundation bolts as per manufacturer design should be hot dipped galvanized pole complete with door locking arrangement. Terminal plate consisting of 2 Nos. 100 A, 4 pole natural links including connection etc. with suitable connecting arrangement for 2 No. MCBs/ Kit Kat including cost of R.C.C 1:1 5:3 for foundation of size 0.7M x 0.7 M x 1.8 M with minimum 8 Nos. 12 mm dia longitudinal MS reinforcement rods with rings of 8mm dia not more than 200mm C.C for fixing the pole with all labour & material required to complete the job in all respect upto the entire satisfaction of Engineer-in-Charge of the work.

(iii) 9 Mtr. Long pole with top dia 70mm and botom dia 155 mm with base plate of size 260 x 260 x 16mm. Make: VIPIN ST /GE/PHILLIPS

M.R. items

N.S - 1 S/E/T/C of fixed head frame Stadium Mast with ladder of 30mtr Height as per specification of Make: Surya / Philips / Bajaj/Volment/Skipper / Vipin S. T. Poles 5.0.1 Structure The high mast structure shall be of continuously tapered polygonal cross section [at least 20 sided]. The Mast structure should be pleasant in appearance & designed for suitable wind loads as per IS 875. Mast will be designed to have a structural Life of 25 years. 5.0.2 Construction The mast sections shall be manufactured from M.S. sheets conforming to BSEN 10025, IS 5986, Gr. Fe 510 or equivalent, cut and folded to form a continuously tapered polygonal section having maximum two longitudinal welds. The welding shall comply IS 9595. Masts shall be delivered in three sections of approximately 10 m which shall be assembled at site by slip-stress-fit method. The minimum overlap distance shall be 1.5 times the diameter at penetration. There will be no circumferential welding in any section. No site welding or bolted joints in the mast sections will be allowed. The Base plate without any laminations shall be welded to the bottom section of the mast. The welded joints will be fully penetrated and developed to the strengths of the respective sections. The Base plate shall be provided with supplementary gussets between the bolt holes to ensure elimination of helical stress development. Mast base section will have a lockable door of size 1200mm X 300mm approximately or higher as required for easy access to winch and power tool operations. Bottom of door shall be 500mm to 800 mm above the bottom of the base plate. All sections shall be hot dip galvanized as per IS: 4759.

The galvanization shall be done by single dip method for uniform thickness and better aesthetic appearance. The Mast will be fixed type and like those installed in stadiums. The mast shaft will be in 3 sections. Overall assembled shaft length will be approximately 28 m and the head frame will be 4 m approximately. Mast will have a bottom OAF of 830 mm and top OAF of 400 mm. Mast bottom section will be 10m longth and 8 mm thick, Middle section will be 10 m long and 6 mm thick, Top section will be 10.35 m long and 5 mm thick. Base plate will have an outer diameter of 1090 mm and will be 50 mm thick. Base plate will be have 16 nos. holes for M39 x1200mm long foundation bolts. There will be a top flange in the top section of the mast for fixing the head-frame shaft. There will be a platform at 28 m height . The access to the platform from ground will be through a ladder which will have a safety cage. 2.0.3. Dynamic Loading The Mast sections should be designed based on basic wind speed data as mentioned at 10m level as per IS 875, Part-III, 1987. The structural design of the mast shall comply with B ILE TR 7 guidelines. The design life shall be a minimum of 25 years. The foundation design shall be made by taking into considerations the following : 1. Soil conditions 2. Loading on the mast as per ILE TR 7 and wind speed as per IS 875 and 3. Static load of the total mast structure. 2.0.5. Accessories HEAD FRAME: M.S. fabricated hot dip galvanized housing using IS2062 grade steel the head-frame shall be a fabricated 20 sided shaft of OAF 400 mm and 4 mm thick, it will be 4 m long

There will be a base flange at bottom to fix the head frame on to the masts shaft. Suitable cross arms should be provided for mounting of luminaires. There should be ladders from platform to access the individual luminaires. Head-frame is suitable for mounting upto a maximum of 24 luminaires. However bidder shall install 22 luminaires as per this NIT requirement. ELECTRICAL Distribution: There will be 2 cables (as per IS 694) of 5c x 4 sq mm taken to the head frame and each cable will be capable of feeding 12 luminaires. There will be total 4 junction boxes on top, 2 junction boxed for each trailing cable. So there will be 2 junction boxes looped from one cable. Thus the system can operate in 2 modes, 50% light ON and 100% Lights ON. The electric cable shall be as per IS 694 or IS 9968 and should be of size 5 core X 4.0 sq.mm JUNCTION BOX Cast Aluminium Junction boxes shall be provided at mast top having minimum IP54 rating. Since High Mast is fixed type there will be no raising and lowering arrangement and for maintenance a person has to climb to the mast top using the ladders provided in the mast. AVIATION OBSTRUCTION LIGHT 1 No. LED based aviation obstruction light Low Intensity of shall be provided on the head Frame. Note: - Contractor has to submit lighting design along with GA drawing of mast before execution of work. Note:- The agency will submit the design of mast, lantern including luminaires installation structure, foundation, bolts etc. from manufacturer of the mast before supply of the same with the undertaking from manufacturer that mast is safe for use with 18 nos. LED lights and allied structure / equipment.

N.S - 2 S/E/T/C of fixed head frame Stadium Mast with ladder of 20mtr Height as per specification of Make: Surya / Philips / Bajaj/Volment/Skipper / Vipin S. T. Poles 2.0.1 Structure The high mast structure shall be of continuously tapered polygonal cross section [at least 20 sided]. The Mast structure should be pleasant in appearance & designed for suitable wind loads as per IS 875. Mast will be designed to have a structural Life of 25 years. 2.0.2 Construction The mast sections shall be manufactured from M.S. sheets conforming to BSEN 10025, IS 5986, Gr. Fe 510 or equivalent, cut and folded to form a continuously tapered polygonal section having maximum two longitudinal welds. The welding shall comply IS 9595. Masts shall be delivered in three sections of approximately 10 m which shall be assembled at site by slip-stress-fit method. The minimum overlap distance shall be 1.5 times the diameter at penetration. There will be no circumferential welding in any section. No site welding or bolted joints in the mast sections will be allowed. The Base plate without any laminations shall be welded to the bottom section of the mast. The welded joints will be fully penetrated and developed to the strengths of the respective sections. The Base plate shall be provided with supplementary gussets between the bolt holes to ensure elimination of helical stress development. Mast base section will have a lockable door of size 1200mm X 300mm approximately or higher as required for easy access to winch and power tool operations. Bottom of door shall be 500mm to 800 mm above the bottom of the base plate.

All sections shall be hot dip galvanized as per IS: 4759. The galvanization shall be done by single dip method for uniform thickness and better aesthetic appearance. The Mast will be fixed type and like those installed in stadiums. The mast shaft will be in 2 sections. Overall assembled shaft length will be approximately 18.6 m and the head frame will be 1.9 m approximately. Mast will have a bottom OAF of 520 mm and top OAF of 300 mm. Mast bottom section will be 10m-11m in length and 5 mm thick, Top section will be 8m to 9 m long and 4 mm thick. Base plate will have an outer diameter of 740 mm and will be 30 mm thick. Base plate will be have 12 nos. holes for M30 x1000mm long foundation bolts. There will be a top flange in the top section of the mast for fixing the head frame shaft. There will be a platform at 18.6 m height approximately. The access to the platform from ground will be through a ladder which will have a safety cage. 2.0.3. Dynamic Loading The Mast sections should be designed based on basic wind speed data as mentioned at 10m level as per IS875, Part-III, 1987. The structural design of the mast shall comply with B ILE TR 7 guidelines. The design life shall be a minimum of 25 years. The foundation design shall be made by taking into considerations the following : 1. Soil conditions 2. Loading on the mast as per ILE TR 7 and wind speed as per IS 875 and 3. Static load of the total mast structure. 2.0.5. Accessories

HEAD FRAME M.S. fabricated hot dip galvanized housing using IS2062 grade steel The head-frame shall be a fabricated 20 sided shaft of OAF 300 mm and 4 mm thick, it will be 1.9 m long. There will be a base flange at bottom to fix the head frame on to the masts shaft. Suitable cross arms should be provided for mounting of luminaires. There should be ladders from platform to access the individual luminaires. Head-frame is suitable for mounting upto a maximum of 14 luminaires. ELECTRICAL Distribution: There will be 2 cables ( as per IS 694) of 5c x 4 sq mm taken to the head frame and each cable will be capable of feeding 4 luminaires. There will be total 2 junction boxes on top, 1 junction box for each trailing cable. Thus the system can operate in 2 modes, 50% light ON and 100% Lights ON. The electric cable shall be as per IS 694 or IS 9968 and should be of size 5 core X 4.0 sq.mm JUNCTION BOX: Cast Aluminium Junction boxes shall be provided at mast top having minimum IP54 rating. Since High Mast is fixed type there will be no raising and lowering arrangement and for maintenance a person has to climb to the mast top using the ladders provided in the mast. AVIATION OBSTRUCTION LIGHT 1 No. LED based aviation obstruction light Low Intensity of shall be provided on the head Frame. Note: - Contractor has to submit lighting design along with GA drawing of mast before execution of work. Note:- The agency will submit the design of mast, lantern including luminaires installation structure, foundation, bolts etc. from manufacturer of the mast before supply of the same with the undertaking from manufacturer that mast is safe for use with 12 nos. LED lights and allied structure / equipment.

N.S - 3 Supply and erection of LED Flood light Luminaires 500W @ 120 Lumens per watt of Surya make model SLE FL 500 Watt or its equivalent specification of Philips / Bajaj / Havells / Wipro / HPL make with lense with high power LED flood light in aluminium PDC housing, toughened glass cover with IP 66 protection and accessories required to complete the job in all respect including erection and fixing including connection and other petty material for the same upto the entire satisfaction of Engineer in Charge of the work.

N.S - 4 Supply and erection of LED Flood light Luminaires 350W @ 120 lumens per watt of Surya make SLEFL 350W IP66 LUMOS or its equivalent make of Philips / Havells / Bajaj / Wipro / HPL with lense with high power LED flood light in aluminium PDC housing, toughened glass cover with IP 66 protection and accessories required to complete the job in all respect including erection and fixing including connection and other petty material for the same upto the entire satisfaction of Engineer in Charge of the work.

N.S - 5 Supply and erection of LED Flood light Luminaires 250W @ 120 lumens per watt of Surya make SLEFL 250W IP66 LUMOS or its equivalent make of Philips / Havells / Bajaj / Wipro / HPL with lense with high power LED flood light in aluminium PDC housing, toughened glass cover with IP 66 protection and accessories required to complete the job in all respect including erection and fixing including connection and other petty material for the same upto the entire satisfaction of Engineer in Charge of the work.

N.S - 6 Supply and erection of LED Flood light Luminaires 200W @ 120 lumens per watt of Surya make SLEFL 200W IP66 LUMOS or its equivalent make of Philips / Havells / Bajaj / Wipro / HPL with lense with high power LED flood light in aluminium PDC housing, toughened glass cover with IP 66 protection and accessories required to complete the job in all respect including erection and fixing including connection and other petty material for the same upto the entire satisfaction of Engineer in Charge of the work..

N.S - 7 Supply and erection of rectangular bracket of size 1.8 Mtr. x 0.5 Mtr. made of MS channel of size 100mm x 50mm x 50mm with collar pipe (GI) 75mm dia 60mm long duly welded, painted with two coats of aluminium paint including the cost of welding, cutting making hole and all labour and petty material required to complete the job in all respect upto the entire satisfaction of Engineer-in-charge of work

N.S - 8 Supply and erection of rectangular bracket of size 1 Mtr. x 0.5 Mtr. made of MS channel of size 100mm x 50mm x 50mm with collar pipe (GI) 75mm dia 60mm long duly welded, painted with two coats of aluminium paint including the cost of welding, cutting making hole and all labour and petty material required to complete the job in all respect upto the entire satisfaction of Engineer-in-charge of work

N.S - 9 Supply and erection of double door, sheet steel enclosure vertical type distribution board (Suitable for MCCB as incommer & MCB for outgoing circuit but without cost of MCCB / MCB etc. The distribution board duly recessed in wall / surface mounting necessary connections with all labour & material required to complete the job in all respect upto the entire satisfaction of Engineer-in-charge of work.

(ii) 8 Way

N.S - 10 Supply, erection, testing & commissioning of hut type outdoor double door panel, panel board made out of 14 gauge mild steel sheet with 75 mm x 40 mm x 6 mm channel iron base frame painting with light Grey epoxy paint, suitable for operation on 3 Phase 4 wires, 415- V. 50-Hz A.C. supply with overall size of panel 1700 mm x 1650 mm x 450 mm deep. The panel should be fixed 300 mm above C.C.Block & legs are embedded in C.C. Block of size 1900 x 650 x 250 mm above ground level duly plastered with 12 mm thick 1:4 cement plaster having a base of size 1850 x 850 x 250 mm below ground level. The panel shall be complete in all respect upto the entire satisfaction of Engineer-in-charge of work ( but excluding cost of MCCBs including the cost of internal wiring with PVC copper cable, protection fuses and all other material required to complete the job in all respect

N.S - 11 Construction of RCC foundation for 30 / 20 mtr. high mast as per the appended design of company required to complete the job with all labour and material complete in all respect up to the entire satisfaction of Engineer-in-Charge of work.

M/S PANJETA ELECTRICALS