Supply and erection of Octagonal Poles with led light, laying of cable in different areas of municipal board mandarwar, 1 agra fatak to shri nirgun ji maharaj temple. 2 agra fatak to municipal board area boundary via mandawar village main road. 3 pkh

Supply and erection of Galvanized Iron pole with galvanizing done in single dipping (Average coating thickness Minimum 65 Microns) continuously tapered poles having Octagonal / Circular cross-sections designed to withstand the maximum wind speed as per IS 875, The pole shaft shall be made from sheet steel (HT Steel Conforming to grade S355JO) and confirming to BSEN 10025 and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding. The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process. pole shafts shall be provided with the rigid flange plate of suitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4 no. foundation bolts, This base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside.The octagonal Poles shall have lockable door of approximate 500 mm length at the elevation of 500 mm from the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos) inside the pole at door opening for cable connection of following length and dimension as per table P-01 with base plate and foundation bolt on the Existing cement concrete foundation.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . Poles with Octagonal Cross Section.

Poles with Octagonal Cross Section 7 Mtr.

Poles with Octagonal Cross Section 9 Mtr.

Supply and erection of Galvanized Iron pole with galvanizing done in single dipping (Average coating thickness Minimum 65 Microns) continuously tapered poles having Octagonal / Circular cross-sections designed to withstand the maximum wind speed as per IS 875, The pole shaft shall be made from sheet steel (HT Steel Conforming to grade S355JO) and confirming to BSEN 10025 and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding. The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process. pole shafts shall be provided with the rigid flange plate of suitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4 no. foundation bolts, This base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside.The octagonal Poles shall have lockable door of approximate 500 mm length at the elevation of 500 mm from the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos) inside the pole at door opening for cable connection of following length and dimension as per table P-01 with base plate and foundation bolt on the Existing cement concrete foundation.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . Poles with Octagonal Cross Section.

Single arm overhang

Double arm overhang

Providing and Laying RCC Foundation for Octagonal / Conical Street Light poles, High mast Poles as per Drawing attach at Table P-4 with Following Procedure & All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . A) Excavation of Pit for Foundation Size upto required depth from Ground level B) Dressing of Pit and Dry stone pitching 200 mm thick including supply of stones and preparing surface complete. C) Providing and laying in position cement concrete of M-10 grade of 75 mm thickness D) Reinforcement for R.C.C. work with TMT bars including straightening, cutting, bending, placing in position and binding all complete. E) Centring and shuttering including strutting , propping etc. and removal of form work for Footing and Pedestal F) Providing & Fixing of 2 no. Required Size PLB HDPE Pipe & Foundation Bolt with template as per OEM Recommendations. G) Providing and Laying Reinforce cement Concrete of M-25 grade in Footing and Pedestal including Curing the foundation for 7 days. H) Providing and Fixing Nosing Angle 40 mm x 40 mm x 6mm with 2 no. 100 mm long, 10 mm dia. Lugs on each face.

Pole Foundation for Octagonal pole from 7 Mtr. To 9 Mtr.

Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum material with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass cover and secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driver Efficiency >85% ,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <750mA. The luminaire shall be BIS certified and Trade mark certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

LED Street Light fixture with Minimum lumen output 8700 lm

Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Un-armoured Copper cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with electrolytic grade Copper made of copper rods confirming to IS 613-1964, of purity >99.7 %, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray (with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810 For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

1.5 Sq. mm 2 Core

Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810.For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

10.0 Sq. mm 2 Core.

16 sq. mm 4 core.

25.0 sq. mm 3.5 core.

Supplying and making end termination with heavy aluminium lugs ( Pin / ring type ) confirming to IS 8309 -1993 & IS 8337-1976 duly crimped with crimping tool, PVC tape etc of following size.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

Add Extra for Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade direct in ground including excavation of trench of size 75 cm (Depth) x 35 cm(Width) , with procedure as per following points:- (a) Make a river sand bed of height 125 mm along the trench, (b) Lay the cable in the middle of the trench, (c) Provide river sand bed of height 125 mm on top of the cable, (d) Lay the protective Common burnt clay F.P.S. Bricks of Class designation 75 / Sand stone slabs of 50 mm thickness and 225 mm wide just above the sand bed vertically across the cable ( Approx. 9 no. Bricks per Mtr.), (e) Backfill the excavated soil leaving 300 mm from the Ground level, (f)Lay the Cable warning tape and again back-fill the remaining portion of the trench upto the ground level and compacting the earth.

Add Extra in Item no.60.5 if Excavation done in Hard Rock / CC road / TAR Road and making Good the same

P / L of Double wall corrugated HDPE pipe confirming to IS : 16205 P-24, Stiffness Class 750 N, Externally corrugated and having smooth surface inside with HDPE Coupler, Elbow, Tee at required Depth below the ground for laying cable of following Nominal Outer dia. MFR Test report from NABL accrediated is to be submitted.(Excavation of Earth & Back filling with compaction is to be Paid Extra)All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . 75 mm.

Supply & Laying following size' B ' class , G.I. Pipe confirming to IS : 1239 P - 1 ( 2004 ) with accessories like bend, socket etc. for laying earth conductor/ strip / cable in ground/ surface/ recess as required. All as per pre approved by Engineer in-charge. (Earth Excavation will be Paid Extra)All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annex ure "A" attached with this BSR . 65 mm dia.

Supply and installation of spike of M.S. rod 20mm dia 3.0mtr. long for earthing of (tower/pole) drive into earth by mechanical means sturcture connection the spike with cross arm top hamper PCC pole, lattics tower to earth etc. complete as per technical specification of DISCOM.

Supply & Laying following size earth wire in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection with GI/Cu purity purity >95% thimble etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . 8 SWG G.I. ( Hot Dipped ) Wire.

Main bublcal with ccms matrix/schnell make CCMS of 10 KVA P&F of main cublcal panel box for sreet light on/off sytem made out of CRCA sheet of 10/12 SWG of size 1500x1200x500 mm duly paint with powder coating paint of grey colour with fixing frame made out of MS angle of size of size 35x4 mm of required sizeand helght.cubical panel have following material: a RYB Indicator-3 no., b-MMCB 100 amp four pole 1 no, c MCB 63 Amp four pole 6 no, d Aluminium bus bar 35x4 mm of required size e With locking arrangement and all required glend, lugs of cable size f - Earthing Terminal - 1 Nos, g Feature of coms panel Install in Main cubical panol are as under: 1. Schedule the timing of lights (pre-programmed based on astronomical clock or on field or through central control) 2. CCMS shall able to measure Voltage, Current, Power Factor, Active Power, Apparent Power, Metering Cumulative Active Energy, Metering Cumulative Apparent Energy 3. Enclosure should be made of fire retardant FRS/SMC material 4. Communication-> GSM/GPRS communication between CCMS and Cloud server 5. Alerts-1. Phase wise over current/Short circuit. Phase wise over voltage ill. Group failure of lights Iv. No Input supply v. Tempering of door vi. Low Power Factor Detection. Vil. Under load and over load detection. 8. Energy-meter-3 phase Class 1.0 accuracy meter with ISI/IS-13779 Secure/L&T Make 9. Battery Backup-CCMS supports battery backup up to 10 hours. 10. CCMS Unit shall have analog measurement capability 1 x Analog voltage, 1 x Current Input measurement channels 11. Switch gear protection against fast grid switching, overall protection against short circuit and overload. 12. CCMS shall have manual operating switch in case of failure of CCMS controlling unit. 13. Local storage for 30 Day using inbuilt EEPROM 14. Google maps overlay for live status monitoring of CCMS. 15. Total monthly/weekly/daily power consumption, on time and saving info. 16. Configuration for user hierarchy from the GUI. 17. Incomer: MCB 63 Amp, Latch Relay: 60 Amp, Outgoing MCB: 63 Amp 18. SPD: 440 Volts Parallel SPD 20 KV.

Feeder Pillar: P&F of Feeder pillar box for street light made out of CRCA sheet of 10/12 SWG of size 650x450x400 mm duly paint with powder coating paint of grey colour. With fixing frame made out of MS angle of size 25x3 mm of required size and height. Feeder pillar shall have following material: 1. RYB indicator-3 no, 2. MCCB 63 Amp four, 3. mcb 16 amp single pole, 4. Aluminium bus bar 25x4 mm of required size, 5. With locking arrangement and all required Glend, Lugs of cable size., 6. Earthing terminal-1 nos.

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