Providing, Supplying, Erection, Testing and Commissioning of Pole and Light at Ward 32.File.84/25X6/4.3rd Call.

Supply of steel tubular pole swaged type as per IS:2713-1980 Complete with baseplate and top Canopy 410 SP-2 - 7.00 meter

Erection of steel tubular or steel rail pole or H-Beam of length exceeding 10meters butnot exceeding 13meters in cement concrete 1:3:6(1cement:3coarses and:6graded stone aggregate 40mm nominal size) foundation, basepadding & muffing including excavation and refilling etc. as required.(4.55 bags of cement/cmt.)

Providing and erecting 9mtrs.High hot dipped galvanized octagonal poles with bottom of 200 mmA/F, top100mm,A/Fmade from 3mm thick HT plate & 290x290x16 mm base plate with 1500 mm long decorative sword type double arm bracket complete ererted in an approved manner on provided foundation.Suitable size &type of foundation bolts.4nos.bolts type M20x750mm 'J' type foundation bolts (EN8 grade) (Rate 31094 after deducting amount of bracket 3496, 31094-3496= 27598

16.7Designing&casting withM-20cement concrete foundation suitable for9mtrs.Octagonal poles considering the safe soil bearing capacity at site as 10T/sqm at2mtrs.Depth including excavation, foundation nut bolts in an approved manner

Providing and fixing of ring carriage dia. not less than 750mm made of 50mm dia.GI pipe Light 'A' class for 70mm A/F top octagonal pole with required clamps, nut,bolt etc as required.

Supplying of floodlight with high power LEDof1to3 W each assembledon single MCPCB, system lumens output with efficacy>110lm/W.luminiare having color temp 6500K &50000 burning hrs life with minimum @L70, The colour rendering index of LEDlight should be more than70.Luminiare comprises of driver,PF0.95&surge protection 4KV.Housing madeof pressure die cast aluminium with heat resistant flatglass,IP66 protection. Submission LM80-08Form LED Source Manufacturer &LM79-08 / IS16106 from NABL approved lab. Manufacturer manadatory i/c connection lead, testing etc to complete thejob.2Yrs Guarantee certificate from manufacturer.200W make_havlls / bajaj/crompton.

Supplying and installing Double wall corrugated pipes (DWC) of HDPE(IS14930Part II-marked)for cable laid underground 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. 50.00 mm outside dia.

CABLE LAYING 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.

14.1Supply of XLPE Insulated power cable (conforming IS-7098 ) 1100 Volt grade/Heavy duty power cable conforming to IS 1554-1100 Volts grade,2core/3½core/4core ISI MARKED with Alu. Stranded /solid conductor ARMOURED 2 Core 10 Sq.mm.(XLPE) make_ polycab/havells.

14.1Supply of XLPE Insulated power cable (conforming IS-7098 ) 1100 Volt grade/Heavy duty power cable conforming to IS 1554-1100 Volts grade,2core/3½core/4core ISI MARKED with Alu. Stranded /solid conductor UNARMOURED 2 Core10 Sq.mm.(XLPE) make_ polycab/havells.

Earthing with G.I. Earth plate 600mmX600mm X6mm thick including accessories and providing masonary encloser in cement mortor,cove rplate having locking arrangmenton the top and G.I. watering pipe 20mm dia 2.7 meter long etc. (but without char coal or coke and salt ) complete as required

Maintenance of High mast panel :- all material to be used shall be ISI markedChange of Contactor reknowned make.

Maintenance of High mast panel :- all material to be used shall be ISI marked Change of digital timer

Providing and erection of 12.5meter highmast lighting system suitable to install 8No.150w LED flood light fitting and control gear with integral Power tool, weight 340kg. comprising of 2 section of hot dipped galvanized materials as per BSEN ISO 1461 thickness 3mm,dia 100mm &360mm for top and bottom respectively, stress fitting arrangement on site with 350mm overlap dynamic loading to withstand max wind pressure as per -IS 875 part III, parameters for structural & foundation design must be taken from wind tunnel test. Lightning protection of GI single spike 800mm at top and at base inside compartment with doubleinternal lock with adequate size of MCB erected on PVC board complete with base plate of 25mm thick 520mm dia. and foundation bolts having 4nos.bolts of 24mm dia,750mm long(EN8 grade), Anchor plate 445 PCD, including accessories viz. (1)Lantern carriage of 50 NB ERW class B, MS pipe covered with PVC sleeve suitable to carry 250kg. load and upto 6 fittingssymmetrically.(2) Trailing copper cable 5x2.5 sq.mm, EPR insulated PCP sheathed. (3) Double drum/350kg winch having gear 53:1, oil bath (SAE90/140) arrangement.(4) 2 nos. stainless steel wire ropes 5mm dia (7/19) breaking load capacity 1450 kg.x2. (5) Integral power tool 3-phase, 0.75 HP2m/min single speed. (6) Feeder pillar fabricated out of 14 SWGCRCA sheet and comprise of incoming MCB 32A TPN switch, HRC fuses, singledial timer, suitable size of contactors for lighting and power tool, 2nos. outgoing, reversing switch for motor. (7) Foundation drawing, test certificate and guarantee certificate shall be provided by manufacturer. (without fixture and lamp)

Designing & casting of Open raft shallow footing foundation with M-20 cement concrete suitable for 12.5 mtrs.High Mast considering the safe soil bearing cacapcity at site as10 T/sqm at 2mtrs. Depth including excavation, foundation nut bolts in an approved manner