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| 1 | SITC of 9.0 mtr Long GI (65 micron DFT single dip) octogonal poles uniformally tappered with thickness of 3mm with bottom/top Dia of 175 mm x 70mm & base plate of 275x275x16mm/pcd 250 mm provided with proper door opened gear box for connections on the bottom side with G.I. Foundation Bolts (J Type) M24x750 mm long (Set of 4 no.’s per pole) |
| 2 | SITC of Pre fabricated galvanized double way top bracket (1500mm long with 48.3 OD GI Pipe) to be fitted on top of Octogonal pole for holding lighting |
| 3 | SITC of Pre fabricate galvanized single way top bracket (1000mm long with 48.3 OD GI Pipe) tobe fitted on top of Octogonal pole for holding lighting No. 40 910.00 36400.00 |
| 4 | Supplying, Installation, Testing & Commissioning of Street light LED fixture, powder coated pressure die cast aluminium body powder (System lumen efficacy >135 lm/Watt). with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: 140-270 Volt AC, frequency 50/60 hz, 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%,THD < 10% as per IEC 61000-3-2, P. F.≥0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection, EMI-EMC as per CISPR-15, lenses for beam angle as per IESNA type I/II/III as per the width of the road and the project requirement., suitable to fit in up to 65mm dia pipe, life time (LED,Driver & electrical circuitary) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Color Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard 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 with Minimum 5 year OEM warranty. System lumen efficacy >135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C).200 watt |
| 5 | LT 16 sqmm 2 core Aluminium XLPE Armoured cable to be carried through conduit/pipe U/G or A/G only in case of site constrains excluding cost of pipe & trench excavation. The cable shall include end termination lugs with its crimping /taping.Route = 1500 m Wastage @10% = 150 m Total = 2475 m |
| 6 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part IIcomplete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sandcushioning and protective covering etc., complete as required. 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 7 | Supply of 20 mm two-way junction box |
| 8 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCBDB complete with connections, testing and commissioning etc. as required. Single pole |
| 9 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire. |
| 10 | Brass compression gland (19 mm) for 2 X 6 sq.mm 1.1 kV grade cable Glanding & termination of armoured cableNo. of ends =(40×2)+(2×2)=84 Ends (Brass compression glands & termination. (40×2)+(2×2)=84) |
| 11 | Supplying and making end termination with brasscompression gland and aluminium lugs for followingsize of PVC insulated and PVC sheathed / XLPEaluminium conductor cable of 1.1 KV grade asrequired. 2 X 16 sq. mm (22mm) (Heat-shrink end termination kit for 1.1 kV Al armoured cable) |
| 12 | SITC of FEEDER PILLAR 1 phase 2 wire, 415V, 1nos of 100 Amps incoming SP MCCBs fitted with outgoing 04 No 32 Amps SP MCBs for Service Connections, Distribution Service Pillar suitable for outdoor installation , made out of CRCA sheet painted through 7-tank process with PU painted Busbars 2P, Aluminium with heat shrinkable sleeves and adequate capacities complete with all accessories 4 way Distribution Service Pillar. Support Galvanised angle frame and legs (40mm x 40 mm x 3mm) for Distribution Feeder Pillar with leg height 1m with 0.3m in soil approx [email protected] per mtr, Earthing Complete by GI Pipe 40 mm or GI Rod 20mm 2.5 mtr long through GI Strip.Cement grouting for support angle legs, Spares @ 3%, Erection Charges @10%, Overheads @ 5% (1.0% T&P 0.5% Storage and Handling , 3% Contingency and safety equipments, 0.5% Insurance) and Turnkey factor @25% (SITC of 1-Phase feeder pillar, 4-way complete) |
| 13 | Supplying and laying 6 SWG G.I. wire at 0.50 Meterbelow ground level for conductor earth electrode,including connection/ termination with GI thimble etc.as required. GI earth wire 8 SWGAverage length = 10 m per earthing74×10=740RM (Supplying & laying GI earth wire 8 SWG. 74 × 10 m) |
| 14 | Supplying & fixing GI strip 25×3 mm from pole base to earth pit. Poles: 72×2 m = 144 m FP: 2×3 m = 6 m Total = 150 m |
| 15 | 200 mm X 150 mm M.V. Danger notice plates on poles (MV danger notice plates) |
| 16 | Astrononical time switch suitable for 3output(1output per phase) and suitable for three phase supply |
| 17 | Supply of ML 2 AC Contactor ISI Mark Reputed make. (As per direction by Engineer Incharge) |
| 18 | Supplying of 3 Core 11 kV Aluminium cable XLPE armoured 35 mm2 AB (HT) Cable (3x35+1x70 mm²) XLPE(11 kV, 3C +Earth) including cost of clamp for its fixing where ever required |
| 19 | Laying of 35 mm² AB (HT) Cable (3x35+1x70 mm²) XLPE(11 kV, 3C +Earth) |
| 20 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth asdirected: All kinds of soil : (Earthwork excavation in all kinds of soil for cable trench. Soil portion = 506.25 × 70%) |
| 21 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth asdirected: Ordinary Rock (Earthwork excavation in ordinary rock for cable trench. Rock portion = 506.25 × 30%). |
| 22 | Supplying and filling in plinth with fine sand under floors including, watering,ramming, consolidating and dressing complete.(Providing & laying fine sand cushioning below cable 75 mm thick). 1500 × 0.45 × 0.075 |
| 23 | Refilling & compaction of trenches with excavated earth. 506.25 − 50.625 |
| 24 | Divider / Footpath RestorationRestoration AreaLength = 1500 m,Width = 0.60 m, Area = 900 Sqm: Earth filling & compaction for divider restoration. 900 × 0.20 |
| 25 | Divider / Footpath RestorationRestoration AreaLength = 1500 m,Width = 0.60 m, Area = 900 Sqm: Granular Sub-Base Grade-I, 100 mm thick. 900 × 0.10 |
| 26 | Divider / Footpath RestorationRestoration AreaLength = 1500 m,Width = 0.60 m, Area = 900 Sqm: Cement Concrete 1:2:4, 100 mm thick. 900 × 0.10 |
| 27 | Barricading & traffic safety arrangements |
| 28 | Divider Cutting: Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. RCC DIVIDER DEMOLITION (Per Pole)1.50×0.75×0.60=0.675m3 @42 pole |
| 29 | Divider Cutting: 2 Scarifying metalled (water-bound) road surface including disposal of rubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. ️BITUMINOUS ROAD CUTTING (Per Pole)1.50×1.50=2.25M SQ. @42pole |
| 30 | Road Restoration: Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions ofEngineer-in-Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 31 | Road Restoration: Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge |
| 32 | Road Restoration: Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 16.62.1 50 to 100 mm average compacted thickness with bitumen ofgrade VG-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot MixPlant of 100-120 TPH capacity. |
| 33 | Road Restoration: Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.16.65.1 40/50 mm compacted thickness with bitumen of grade VG-30@ 5.5% (percentage by weight of total mix) and lime filler @ 3%(percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 34 | Laying of RCC foundation for 9.0 mtr. Long Octagonal poles including proper curing. 0.6mX0.6mX1.2m (RCC with concrete ratio 1:1.5:3 with minimum 8 Nos. of 12 mm dia longitudinal MS reinforcement rods with rings of 8 mm dia not more than 200 mm C.C for fixing the pole). |
| 35 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering. Upto 35 sq. mm (Laying, pulling, dressing, testing & commissioning of 2C × 16 sqmm Al armoured cable in trench / DWC pipe) |
| 36 | Earthing of Octagonal Pole Complete by GI Pipe 40 mm or GI Rod 20mm 3 mtr long through GI Strip (25x3)mm complete. 72 poles + 2 FP = 73). Please Enable Macros to View BoQ information |
