Supply, fixing and commissioning of road lights on existing structures (ROB at Ch 44.500 to 45.700), 4-Lane portion (ROB at Ch 70.00 to 72.00 ) and Installation of PGR and Street lights from Ch 172.700 to 173.169 of Bikaner Suratgarh Section of NH-62

Providing and fixing Mild steel railing, galvanized or painted, complete as per drawing and technical specification.[MoRTH Specification: 1900(N) & 2703(N)]

Providing 1.20 meter high fencing with angle iron posts 50mmx50mmx6mm at 3 meter center to center with 0.40 meter embedded in M-15 grade cement concrete, corner, end and every 10th post to be strutted, provided with welded steel wire fabric of 75mmx50mm mesh and fixed to iron posts by flat iron 50x5mm and bolts etc. complete in all respects. Welded steel wire fabric 75x50mm mesh @ 4 Kg./Sqm 4x30x1.2+5 percent wastage.

Supplying, installation, Testing & Commissioning of the integrated type solar PV lighting system on the existing pole structure, comprising of 30 watt, 6V Mono Passivated Emitter and Rear Contact (PERC) Solar Panel (minimum efficiency 21%), Pulse with modulation (PWM)/Maximum Power point tracking (MPPT) charge Controller in the box with a sleek appearance and a sturdy structure, is weather-proof, and is simple to install, With Lithium- Iron Phosphate Battery (LiFePO4), charging time 8-10 hours, Battery backup time 12 hours (minimum), LED fixture watt 30 watt, Input voltage: 12V DC , Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%, IP-66,IK-08, CRI >70 , under voltage and over voltage protection, Electro Magnetic Interference (EMI) Electro Magnetic Compatibility (EMC) As per CISPER 15 A, lenses for beam angle as per Illuminating Engineering Society of North America (IESNA) type I/II/III as per the width of the road and the project requirement, Correlated Colour Temperature (CCT) 5700°K (As per American National Standard Institute (ANSI Bin)) , life time (LED,Driver & electrical circuitary) of 50K hours lamp buring hours till the 70 % of initial Lumen maintained as per LM80 extrapolation IES TM-21-11 report, automatic swich on/off, Alliuminium or Acrylonitrile Butadiene Styrene (ABS body), can be installed on a pole or wall. System lumen efficacy >120 lm/Watt output. LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. All as per pre approved by Engineer in-charge complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required, complete with mounting structure for the battery and accessories suitable for withstand wind storm speed as per the site location. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). 30 Watt (System lumen efficacy >120 lm/Watt)

Providing and Laying RCC Foundation for Octagonal/ Conical Street Light poles, High mast Poles as per Drawing attach at TableP-4 with Following Procedure & All as per preapproved 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 PLBHDPE Pipe & Foundation Bolt with template as per OEM Recommendations. G)Providing and Laying Reinforcecement Concrete of M-25 grade in Footing and Pedestal including Curing the foundation for 7 days. H) Providing and Fixing Nosing Angle 40mm x 40mm x 6mm with 2 no.100 mm long,10mm dia.Lugs on each face. Pole Foundation for Octagonal pole from 3 Mtr. To 6 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 IS875, The pole shaft shall be made from sheet steel (HT Steel Conforming to grade S355JO) and confirming to BSEN10025 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(Fe410 conforming to IS226/IS2062) 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 sq mm stud type connector (4nos) inside the pole at door opening for cable connection of following length and dimension as per tableP-01 with base plate and foundation bolt on the Existing cement concrete foundation. All as per preapproved by Engineer incharge. For additional technical parameters of products/work, refer Annexure "A" attached with this BSR. Poles with Octagonal Cross Section 6 Mtr.

Single arm overhang

Double arm overhang