Providing, Supplying, Erectioin, Testing and Commissioning of Highmast at Shatabdipuram Dushera Maidan.File No.145/25X6/4.3rd Call.

Supplying and erecting earth pit of minmum bore dia 150 mm size, approved make safe earthing electrode consiting pipe in pipe tecnologie as per IS 3043-1987 made of corriosion free GI pipes having outer pipe dia of 50 mm having 80-200 micron galvanising, inner pipe dia of 25 mm having 20-250 micron galavinsing, connection teriminal dia of 12 mm with constent OHMIC value sourrounded by highly conductiv compund with high charge disipation sutible for effective and maintence free earthing with 2 mtr. Pipe in normal soil with 25 kg (one bag) back filling compound

Providing and laying G.I. tape 38mm X 6mm thick for earth electrode directly in ground as required .

Suppying & installing G.I. Pipe for protection of underground cable fixed on wall/support/in trench/fixed between two rigid existing support of wall/beam for erection of ceiling Fan/down rod for stiff pendent for light luminaries /fan/protective for earthing,lightening conductor down strip/everhead service line/for submer cable or centrifugal pump for water supply with necessary iron clamp coupler, bend, te, elbow, nuts and bolts etc. complete in an approved manner as required to complete the job excluding cost of excavation/dismateling & other finished masonary Item complete. For 'B' Class G.I.pipe ISI Marked (IS-1161-68) 80.00mm

Supplying and installing Double wall corrugated pipes (DWC) of HDPE ( IS 14930 Part II -marked ) for cable laid under ground with necessary connecting sockets/ couplings,tees of same material and at required depth upto 90cm. below road/ground surface,including excavation, back filling with excavated material with ramming and making the surface good. 50/65/77.00mm outside dia.

Supply of XLPE Insulated power cable (conforming IS- 7098 ) 1100 Volt grade/Heavy duty power cable conforming to IS 1554-1100 Volts grade , 2 core /3½ core/4 coreISI MARKED with Alu. Stranded /solid conductor ARMOURED 4 CORE 16 Sq.mm.(XLPE) Make Havells, Polycab,Finolex

Laying of one number PVC insulated and PVC sheathed power cable of 1:1 kV grade of size not exceeding 25 Sq.mm in the existing RCC hume/Stone/Ware/G.I. pipe as required.

Change of timer renowned make.

Change of Contactor renowned make.

Providing and erecting 30mt LED highmast light system with 16nos, 250watt LED floodlight complete with control gear and lamps with integral power tool,weight 1650 kg having 3 section hot dip galvanizied material asper BSENISO 1461 thick of 4mm&4mmdia/6mm 150 top and 610 bottom respectively. The mast shall be stress fitted at site as per IS overlap dyanamic loading towith standard maximum wind pressure as per IS 875part III and parmeters of structures and foundation desingn should be taken form wind tunnel test.The mast shall have lighting protection of GI single spike of 1200 mm length at top.The base inside compartment with double internal lock with adequate size of MCB mounted on PVC board complete with base palte of30 mmthick 840mm dia meter and foundation bots having 12 nos bots of30mm/ 850MMdaimeter (TS600)anchor plate 740PCD including accessories Viz (1)Lnatern carriage of50 NBERW calss Bpipe covered withPVC sleevs suitable to carry 1000 KG load and upto 20 fitting symmmetricaly (2) Traliling copper cable of 8x4 sqmm EPR insulaed PVC shetehed (3)Doubled rum winch having gearration 531oil bath(SAE/90/140)arrangement to beType tested from NIT or IIT for(4) 2 nos stainless wire ropes 6 mm diameter(7/19) oreaing load capacity 3450 kg x2 (5) integral power tool 3 phase 2 HP 2 m/min single speed Tourque limited 1000 Kg (6)Feeder pillar out of 14SWG CRCA sheet and comparaise of incoming 63A TPN MCB single dialtimer, sutiable sizeof contractotrs forlighting and power tool ,2nos.outgoing and reversing switch of motor.Twin doam avation light 2 no.s 100 watt lamp. make Bajaj,Valmount,Transrail

Designing and construction of footing foundation for octagonal pole of desired size including excavation in soil/soft rock,base concrete M-7.5 (1:4:8), 15mm thick and pedestal of RCC M-20 (1:1.5:3),required tar steel reinforcement for required size from base concrete, shuttering, curing etc. with existing foundation bolts with loading capacity - Wind Speed - 47 (M/Sec), Bending Movement- 21.721 (T-M), Horizontal Share- 1.667 (T), vertical Load- 1.781 (T), maximun GR Bearing Pressure- 7.407 (T/m2), Safety factor against over turning- 1.898, Min Cover- 50 mm, steel- Fe-415, Soil Bearing Capacity- 10.00 (T/m2) , projected area- 1.434 m2 as per specifications in an approved manner as per manufacturer drawing or engineer-incharge.