Construction of Block Level Sports Stadium at Dhamkora (Tohana) in Distt. Fatehabad (Pdg. Sports Light only)

Amount

1 i : - Supply and erection of PVC copper insulated and sheathed 2-core circular flexible wire. (HSR 31.9) i(d) Size 1.50 sqmm ( 48 / 0.20mm).

ii : - e) Size 2.50 sqmm ( 80 / 0.20mm).

2 i : - Moulded case Circuit breakers. Supply and erection of moulded case circuit breakers on wall or on existing pedestal including bonding to earth and necessary connections. (HSR 31.12 (c). i) 15 amp.to 60 amp. 415 V ,10 KA 3-phase.

ii : - ii) 100 amp.to 220 amp.415 V,10 KA 3-phase.

3 i : - Supply and erection of miniature circuit breaker / isolator 240 /415 V in the existing distribution board including making necessary connections. (HSR 31.17) ix) TP MCB 40 amp. to 63 amp.

ii : - x) TPN MCB 40 amp. to 63 amp.

4 i : - Pipe Laying. Supply and erection of pipe for wiring purposes including bends inspection boxes etc. where necessary and painting as required. (HSR 31.21). xii) Galvanized iron pipe 40 mm dia on flushed.

5 i : - Earthing (HSR 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 .

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

iii : - iii) Earthing with GI earth plate 600 mm x 600 mm x 6 mm thick including accessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. ( but without charcoal or coke and salt ) complete as required.

iv : - v) Extra for charcoal or coke and salt for G.I. Plate or copper plate earth electrode.

v : - xiv) 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.

vi : - xiv) Pdg. and fixing 4.00 mm dia G.I.wire on surface or in recess for loop earthing as required .

vii : - xv) Pdg. and fixing 25 mm x 5 mm G.I. Strip on surface or in recess for connections etc. as required with all labour and material.

viii : - xix) Supply and erection of 20 mm x 3 mm thick G.I. tape fixed with suitable G.I. staples of same size.

6 i : - Supply and erection of under ground cable ,loose in existing pipe or trenches complete with necessary connections . (Make Havells/ Plaza/ Grandlay) (HSR 31.26) xxxi) 150 Sq. mm 3.5 Core Ard. Cable.

ii : - xl) 16 Sq. mm 4 Core Ard.Cable.

iii : - xli) 25 Sq. mm 4 Core Ard. Cable .

7 i : - Supply and erection of suitable compression type brass cable glands for underground Cable. (HSR 31.28) ii) 10 Sqmm to 16 Sqmm Cable 2 to 4 Core .

ii : - iii) 25 Sqmm to 50 Sqmm Cable 2 to 4 Core.

8 : - Pedestal 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 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 31.33) i) 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 750 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 900 mm x 600 mm x 250 mm below ground level.

9 i : - S/E of double door sheet steel enclosure distribution board suitable for MCBs and ELCBs recessed in wall including bonding to earth 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.(HSR 31.41) v) 4-way,TP&N (Horizontal)(8+12)

10 i : - Supply and errection of double walled corrugated (DWC) HDPE pipe laid 1 meter below ground level including digging and refilling of earth including cost of suitable size socket / cuppler for HDPE pipe including the cost of the labour and material required to complete the job in all respect upto the entire satisfaction of Engineer-in-Charge of the work. (HSR 31.67). i) HDPE pipe 63/50 mm outer dia/ inner dia

11 i : - Supply and errection of Hot Dip Galvanized octagonal pole 3 thickness, with base plate including 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 complet of 2 nos. 100 A, 4 pole nature links including connection etc with suitable connection arrangements for 2 no. MCB/ kit kat including cost of RCC 1:1:5:3 for foundation of size 0.7 m x 0.7m x 1.8 m with minimum 8 Nos. 12 mm dia longitudinal MS reinforcement rods with rings of 8 mm dia not more than 200 mm CC for fixing the pole with all labour and material required to complete the job in all respect upto the entire satisfaction of Engineer-in-Charge of the work.(Make Philips/ Bajaj/ GEIndia/ Volmont/ Surya/ Crompton. (HSR 31.68). iii) 9 M long pole with top dia 70 mm and bottom dia 155 mm with base plate of size 260 x 260 x 16 mm.

12 i : - Supply and erection of module case circuit breaker single pole/ 4 pole on wall /on existing pedestal including bounding to earth and making necessary connection required to complete the job in all respect up to the entire satisfaction of the Engineer-in-charge of the work. (HSR 31.69) iv) 4 Pole MCCB 6 to 63 amp

ii : - vii) 4 Pole MCCB 300 amp to 400 amp.

14 : - Non Schedule items Supply, installation, Testing and commissioning of 25 Mtr. long sport Mast. Note:- The agency will submit the lighting design of the mast Lantern including luminaires installation structure etc from the Manufacturer of Mast before supply of the same. (Make Philips/ Bajaj/ GEIndia/ Volmont/ Surya). (As per Specification given below:- 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 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 length 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 having 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. 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 & cable complete along with standard accessories supplied by the manufacturer. The structural design of the mast shall comply with B ILE TR 7 guidelines. The design life shall be a minimum of 25 years. 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 including the cost of the labour and material required to complete the job in all respect upto the entire satisfaction of Engineer-in-Charge of the work.

15 : - Supply/ Erection/ Testing/ commissioning of Hot Dip Galvanized Detachable T- type bracket suitable for 4 Nos. fittings made of Made out of 50 mm Sq MS pipe 1000mm long with sleave of size 88.9 mm, 300 mm long as per drawing suitable for 9 Mtr. Octagonal poles complete with all hardware material like Nut-Bolt, Hot Dip Galvanized after fabrication painted 2 coats of aluminum paints on bracket including the cost of labour and petty material etc. complete in all respect upto the entire satisfaction of Engineer-in charge of the work.

16 : - S/E of 100 W LED Flood light luminaries with high power LED 110 Lumens per Watt Philips / Havell's / Bajaj / Surya/ Polycab/ Leksa make in aluminum pressure die casting housing toughened glass cover with IP-66 protection With Lense and dual surge protection device internal 5 KV and external 10 KV including all petty material with labour for errection, complete in all respect of Engineer-in-Charge of the work.

17 : - S/E of 480/500 W LED Flood light luminaries LED chip efficacy shall be more than 110 Lumens/watt at Tj 25° C housing shall be made up of corrosion free High Pressure Aluminum die cast thus conforming the luminaire to minimum IP-66 IK08 luminaire shall be equipped with distortion free, clear, heat resistant, toughened, UV (Ultra Violet) stabilized glass cover and integrated optics / which shall be fixed to the housing by means of Corrosion resistant or Brass screws for areas not inside IP66 rated chamber. Zinc plated steel or equivalent screws can be applied inside sealed chambersn with all labour and material required to complete the job in all respect upto the entire satisfaction of Engineer-in-Charge of the work. (Make: Bajaj /Philips/ Havell's/ Surya/ Polycab/ Leksa).

18 : - Supply and erection of Aviation light with LED light / Holder bulbs of Bajaj make & Model BJAV302 LED with die cast aluminum housing with red polycarbonate dome for better illumination , integral driver, super flux 5 mm, 302 nos. LEDs incorporated, ingress protection : IP65, wide operating input voltage range 100 - 270 VAC with all required material required to complete job upto the entire satisfaction upto the entire satisfaction of Engineer-in-Charge of the work. (Make Philips/ Bajaj/ GE/ Crompton/ Wipro/ Surya/ Polycab/ Leksa).

19 : - Supply and erection of 32/63 Amp. 3 Phase automatic time switch of L&T/ Havell's/ Standard/ IndoAsian make along with contactor of required capacity of L&T/ Havell's/ Standard/ IndoAsian make movement controlled by precisaty quartz osciliation operation on main supply of continue to run on built in rechargeable nickel cadium cell for 150 hours in the event of power failure including cost of contractor complete in all respect upto the entire satisfaction of Engineer-in-charge of the work.

20 : - Supply and erection of Double door sheet, steel superline/ Power line/ Load line TPN Vertical distribution boards suitable for TP/ FP vertical MCCBs 25 KA MCCB upto 125 amp as incomer (but without cost of MCCBs) fitted with busbars, Neutral links,& Blanking plates 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. (i) 4Way (V).

21 : - Construction of RCC Foundation for 25 High Mast with installation of / Errection / Testing / Commissioning of High Mast complete in all respect as per the appended design including the cost of digging sand filling 6" lean concrete 1:4:8/ bricks souling, Bar blinding cement concerte (M-20) shuttering, fixing of foundation bolts, refilling, including petty materials without nuts & bolts for foundation to complete the job upto the entire satisfaction of the Engineer-in charge of the work.

Digital Controls and Automation

DEVENDER KUMAR CONTRACTOR

M/s JSB Enterprises

A V ENGINEERS