Tender For B.O.Q For Flood Light For Cricket Ground At Gcope, Ganderbal Alongwith The Seating Arragement And Portable Pavilion
Tender Value
2.62 Crore
Estimated cost
Bid Submission
21 Oct 2026
16 days left
EMD
5.25 Lakhs
Bank guarantee accepted
Document Fee
5500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ganderbal → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for B.O.Q For Flood Light For Cricket Ground At Gcope, Ganderbal Alongwith The Seating Arragement And Portable Pavilion
BOQ
| Sl. No. | Item Description |
| 1 | Design, supply, installation, testing and commissioning of LED Luminaries to illuminate sports fields for national level non televise matches, with lux level (vertical & Horizontal) glare level as per national lighting code 2010, maintenance factor > 0.85, uniformity, glare and other parameters as per national lighting code 2010 as amended up to date. The luminaries shall be fixed on High Mast pole with Head frame and shall comply with specification given in tender documents. the product shall comply with EN 62471 for Photo-biological safety. CRI > 70, SDCM < 5, IK08, IP 66, Flicker < 5%, CCT 5700 to 6500, Surge Protection 15 KV, Efficacy > 140 lm/w Input Voltage range 140 to 280 volt, THD < 10%, power factor > 0.95 Ambient temp - 10 to 50 Degree C ,Individual LED wattage shall be ≥1W & ≤ 3W. The LED shall be compliant with LM80-79 standard with Useful L70 life of 50000 Hrs (Complete LM 80 test report for LED should be submitted for 10000 hrs. of testing) at ambient temperature of more than 85 Deg.The driver should be capable of withstand voltage stress of 440V for 8 Hrs., should have an auto shutdown/cut-off at 325V(±15V) and have an auto recovery feature. The driver shall comply to IEC61547 & IEC 61000-3-2. The driver shall be EMI/EMC Complied as per EN55015/CISPR15. The Luminaire should have a 20 KV /10 KA SPD duly bolted in the Luminaire The luminaire should comply with all the required IEC and IS standards. LM79 and LM80 reports must be submitted from a NABL accredited laboratory. The luminaire driver & it’s SPD shall be of the same make/manufacturer/Lighting company as that of LED luminaires. Luminaire manufacturer must have In-house NABL accredited lab to conduct LM79 as per 2019 standard, Type test as per IS10322, \\"FAT\\" before dispatch as per IS 10322 & IK Test. The successful bidder must submit the NABL accreditation certificate for Luminaire manufacturer within 15 days of award of LOI. The LED Luminaire & it's driver both should be BIS registered. Successful bidder shall submit the following reports before supply of material for approval: LM79 as per 2019 standard issued by NABL accredited lab, LM80 issued by LED manufacturer, Type Test Certificate for luminaire as issued by NABL accredited lab, IK Test report for luminaire as issued by NABL accredited lab, BIS certificate for LED Luminaire & Driver. The job further includes replacement warranty of fixture from OEM (if damaged/burnt out what so ever reason) for a period of Five years reckoned from date of successful commissioning /handing over of site to intending department. (Approved LED makes – Osram, Cree, Nichia, Lumileds and approved driver make - Meanwell, Inventronics, ATCO Electronics, Moso or same make as of luminaries) Sports Light fitting approved makes: Phillips / Lightning Technology/Wipro/Endo /Regent or any other brand subject to prior approval of department. The job further includes replacement warranty of fixture from OEM (if damaged/burnt out what so ever reason) for a period of three years reckoned from date of successful commissioning /handing over of site to intending department. Note1: The illumination design (dialux report and design parameters) is to be vetted by institutions like NIT or Engineer in-charge. The illumination level given below are minimum. If the agencies design vetted by the above institutions are superior in design, then same shall be adopted for which nothing extra shall be paid. Note2: The agency should obtain and submit to department 5 years onsite warranty for luminaries from manufacturers.CRICKET GROUND PITCH AVG LUX - 750 LUX OUTFIELD AVG LUX - 500 LUX and Design shall be based on IS:2149:1970, IS:1944(Part V):1981, NLC SP-72:2010, IS:5986, IS:2629, ISO 1461 and other reference code as decided by Engineer-in-charge |
| 2 | SITC of single dome LED AOL with connection of electrical supply 220-240 V power supply suitable connection etc. complete as required.(Approved Makes: Phillips / Lightning Technology/Wipro/Endo /Regent or any other brand subject to prior approval of department) |
| 3 | Cables |
| 4 | Supply and laying of following sizes 1.1 KV FRLS XLPE insulated cable with copper/Al conductor, PVC inner sheathed, overall PVC sheathed stranded and twistedcable in conformity to the technical specification and as per latest IS - codes. |
| 5 | Supply and lying 3CX 2.5sqmm unarmoured CU FRLS cable |
| 6 | Supply and lying 4CX 25sqmm Armoured AL cable |
| 7 | Supply and lying 3.5CX 70sqmm armoured AL cable |
| 8 | Supply and lying 4CX 6sqmm Armoured AL cable |
| 9 | Conduit |
| 10 | SITC of 25 MM PVC conduit |
| 11 | Termination |
| 12 | 3CX 2.5sqmm unarmoured CU cable |
| 13 | 4CX 25sqmm Armoured AL cable |
| 14 | 3.5CX 70sqmm armoured AL cable |
| 15 | Earthing |
| 16 | Supply and lying of Chemical/Maintenance free Earthing with complete accessories |
| 17 | Providing and fixing 25 mm X 3 mm G.I. strip from earth electrode, as required. |
| 18 | High Mast Fixed Type |
| 19 | Designing, manufacturing, supplying, transporting, erecting, testing and commissioning of one complete 25.0 m high hot-dip galvanized, continuously tapered polygonal fixed-head high mast, fabricated from structural steel conforming to IS 2062 Grade E350 or equivalent/higher grade, minimum 16-sided polygonal construction, with minimum shell plate thickness of 10 mm at bottom, 8 mm at intermediate/middle section and 6 mm at top section, or higher as required by structural design, complete with fixed head frame/cross-arms structurally designed for mounting up to 48 Nos. LED sports floodlight fixtures, or such lesser or higher number as required by the approved photometric design to achieve the specified lux level.The complete mast shall include rigid and adequately braced/stiffened fixed head frame/cross-arms, designed for the combined weight, projected wind area and mounting arrangement upto 48 Nos. LED fixtures. Fixtures shall be mounted only on the top surface of the cross-arms and hanging/suspended type mounting shall not be permitted. The exact number, spacing, orientation and projection of cross-arms shall be as per approved photometric and structural design.The mast shall be complete with designed base plate, minimum 8 Nos. high-strength anchor bolts with nuts and washers, gusset/stiffener plates, foundation interface, minimum two Nos. 100 mm dia. cable-entry sleeves, lockable weatherproof base access door, cable termination/junction arrangement, internal cable routing/supports, earthing/bonding terminals, aviation obstruction light provision and all other necessary accessories.The mast shall be structurally designed for the applicable site-specific wind speed as per IS 875 (Part 3), including the wind load of the mast, fixed head frame, cross-arms, mounting brackets and maximum 48 Nos. LED fixtures, together with applicable dead, seismic and other loads. Structural design shall conform to IS 800, IS 875, IS 1893, IS 2062 and other applicable standards.The contractor shall submit, prior to fabrication, complete structural design calculations and drawings, mast sectional details and plate-thickness schedule, head-frame/cross-arm design, fixture loading calculations, wind-load calculations, base-plate and anchor-bolt design, foundation design based on actual site SBC/soil conditions, stability and deflection calculations, duly certified by a qualified structural engineer/competent design agency and vetted by an authority/institution approved by the Engineer-in-Charge, wherever required.All steel components shall be hot-dip galvanized after fabrication in accordance with IS 4759/ISO 1461, including mast sections, base plate, head frame, cross-arms, stiffeners, brackets and other exposed structural components. Necessary galvanizing certificates and material test certificates shall be submitted.The complete item shall include design, structural certification, material testing, fabrication, galvanizing, transportation, unloading, erection, alignment, grouting, anchor-bolt installation, cable-entry provisions, earthing/bonding, testing and commissioning, complete in all respects. The mast shall have a minimum 25-year structural warranty against structural failure and premature corrosion under normal service conditions.Height of mast shall be 25.0 m measured from the top of the base plate to the highest point of the fixed head-frame, excluding the aviation obstruction light.Nothing extra shall be payable for any increase in plate thickness, structural members, stiffeners, anchor-bolt size, foundation dimensions or other components required to satisfy the approved structural design and applicable site loading conditions.Note1: The firm shall provide structural and foundation design ( including SBC tests, wind load and snow load calculation sheet, Structural stablity certificate, foundation design and Anchor bolt design refering to IS 875 part 3 and IS 800), the design shall confirm to structural stability in seismic zone 6, which are to be vetted by institutions like NIT or any approved structural engineer qualified for the job for which nothing extra shall be paid. (Approved Sports Light High mast / Pole makes: BAJAJ / VALMOUNT/ TRANSRAIL/RR Ispat (Consoul)/Utkarsh /Surya)Note2: The agency should obtained and submit to department, 25 years warranty certificate of high mast structure. Note 3: Height of the mast shall be measured from the top of the head frame section to the bottom of the base plate excluding height of aviation light. (single dome LED AOL.)Note3: Design shall be based IS:1875(Part IIII):1987, S:800:2007, BS EN 10025 S355/JISG3101 SS400, BS 5135, IS:5986, IS:4759, IS:2629, IS:2062 , ISO 1461 and other reference code as decided by Engineer-in-charge, |
| 20 | Manrider |
| 21 | The Mast should have comprehensive arrangement of motorised climbing mechanism (man rider) cage unit for accessing the head frame for repair / maintenance purpose with all safety arrangement like free fall arrester / overload protection etc.The mobile man rider unit which shall be common to all four masts with a minimum safe load carrying capacity of 300Kgs and sufficient space for carrying two persons with tools and at least one LED Light.The operational requirements are as follows: Climbing speed: 4 Meters / Minute (minimum) Voltage rating: 3-phase, 400V, 50Hz AC Motor Capacity: 300kgs minimum |
| 22 | Feeder Piller high mast |
| 23 | Supplying, installation, testing and commissioning of IP 55 cubicle type High mast Lighting Panel (Outgoing double door type) suitable for 415 volt, 3 phase, 4 wire 50 HZ AC supply system, fabricated in compartmentalized design from CRCA steel of 2 mm thick for frame work and covers, 3 mm thick for gland platees, including cleaning and finishing complete with 7 tank process having extensible type TPN aluminium alloy bus bar of high conductivity, with base frame of M.S. section of suitable size, copper earth bar of size 25mmx 3mm at the rear with 2 nos earth stud, complete with control wire, cable alleys, cable gland plates, includingfollowing items mentioned below. |
| 24 | INCOMER:- |
| 25 | 1 No. 160 A, TPN MCCB (26 kA)(Icu=ics =100%) with thermo magnetic releases and all required accessories. |
| 26 | 1 Set phase indication lights (R, Y, B) Solid state type (LED) |
| 27 | 1 No. 0 to 500V, AC, Volt Meter with VSS & control fuses. |
| 28 | 1 No. 0 to 100A, Ammeter with ASS &CT's. of ratio 100/5A and class-1 accuracy. |
| 29 | Auto Manual Switch |
| 30 | BUS BARS:- |
| 31 | 100A 4 wire 3 phase 35KA Aluminium bus bars |
| 32 | OUT GOINGS:- |
| 33 | 1 Nos +1 Spare ,32A Four Ploe MCB for Man Rider. |
| 34 | 2 nos. + 1 Spare 10A SPN MCB - for Aviation Light |
| 35 | 48 nos. + 2 Spare 10A SPN MCB - for Light fixture. |
| 36 | The Job includes angle iron stand of required size whose legs are to grouted on cement concrete block including cost of civil materials and its carriage upto site The Panel manufacturing unit should be CPRI Registered with latest ammended IEC / IS 61439 and the Contractor has to submit the test certificate of main switch gear's and Drawing's of panel (Showing claerly dimensions of panel with spacing of switchgear as per IE Standards ) & is to approved by Department not less than the rank of SDO before manufacturing of panel. |
| 37 | Main Panel |
| 38 | supply ,Installation, testing and commissioning of IP 55 cubicle type High mast Lighting Panel (Outgoing double door type) suitable for 415 volt, 3 phase, 4 wire 50 HZ AC supply system, fabricated in compartmentalized design from CRCA steel of 2 mm thick for frame work and covers, 3 mm thick for gland platees, including cleaning and finishing complete with 7 tank process having extensible type TPN aluminium alloy bus bar of high conductivity, with base frame of M.S. section of suitable size, copper earth bar of size 25mmx 5mm at the rear with 2 nos earth stud, complete with control wire, cable alleys, cable gland plates, including following items mentioned below. The panel should be suitable for Pedestrail mounting type 500mm above ground level with necessary base frame. The panels shall be designed for minimum expected ambient temperature of 52 degree Celsius, 100 percent relative humidity and dusty weather.MCB/MCCB Shall be of Legrend /L&T/ABB /Simens make) |
| 39 | INCOMER:- |
| 40 | 1 No. 400 A, TPN MCCB having 50kA (Icu=ics =100%) with thermo magnetic releases and all required accessories. |
| 41 | 1 No. 400 A, TPN Change over Switch of havels /L&T/ABB make |
| 42 | 1 Set phase indication lights (R, Y, B) Solid state type (LED) |
| 43 | 1 No. 0 to 500V, AC, Volt Meter with VSS & control fuses. |
| 44 | 1 No. 0 to 200A, Ammeter with ASS &CT's. of ratio 200/5A and class-1 accuracy. |
| 45 | 1 No of 630 Amps TPN Bus Bar Color Coded |
| 46 | Outgoing |
| 47 | 4 Nos. 160 A TPN MCCB (36kA) (Icu=Ics=100%) with thermo-magnetic releases. |
| 48 | The Job includes angle iron stand of required size whose legs are to grouted on cement concrete block including cost of civil materials and its carriage upto site The Panel manufacturing unit should be CPRI Registered with latest ammended IEC / IS 61439 and the Contractor has to submit the test certificate of main switch gear's and Drawing's of panel (Showing claerly dimensions of panel with spacing of switchgear as per IE Standards ) & is to approved by Department not less than the rank of SDO before manufacturing of panel. |
| 49 | Supply of foundation bolts manufactured from special steel along with nuts, washers, anchor plate and common template as per OEM design. |
| 50 | Design, Supply of required material and Casting of RCC Foundation for Above Stadium High Mast suitable for Soil Bearing capacity as subjected to the soil condition of the high mast with specification above. The foundation has to be as per OEM design and safe soil bearing capacity report. The foundation shall be designed for wind pressure of 170 Kmph ,, earth quake zone 5 as detailed in the specification of the mast as per latest IS Code of practice . The Job includes Excavation work & Malba/ Debris etc. generated while carrying out civil work will be dumped with in the premises of the stadium at a distance of maximum 200 Mtr. The Drawing should be approved by the OEM and vetted from institutions like NIT /IIT .The Job further includes Consultancy for soil investigation (Geo-technical) report b.w.o Determination of geo technical investigation/safe bearing capacity by means of boreholes/open pits including mechanical boring where required and prepration of test reports as per IS 2131-1981 up to 10.00 m depth or refusal and collection of disturbed soil samples at 1.5 m interval, laboratory testing as per IS 2720 (sieve analysis, Atterberg limits, density, moisture content, shear strength and other parameters as direcyted bu EIC), settlement consideration and submission of detailed geo technical investigation report in duplicate complete as per directions of Engineer-in-Charge. The Job shall be lookover and verified by concerned civil division Ganderbal |
| 51 | Power Supply part |
| 52 | Supply,Installation,Testing & Commissioning of 200 KVA , (11/ 0.433 KV ) Kv) 3-phase outdoor type oil immersed ONAN cooled Transformer complete with all fittings such as oil Conservator with drain plug,Silica gel,Breather,thermometer,tap changer,oil guage lifting lugs,Drain cum sampling value,filter valve with plug,first filling of fresh transformer oil ,weather proof HT Cable /LT cable Box earthing terminals etc complete .( Energy Efficient Level-2 ). of ALBA / Northsons /Northern / Zain Electricals / NGG make The transformer should be of standard make dully isi marked and manufacture unit should have CPRI Registration and BIS Certificate and type tested certificate upto required capacity levelThe complete testing of transformer will be carried out at manufacturing site by departmental representatives before assembling of same and contracting firm has to facilate in all aspects the deptt representatives upto manufacturing site for the said job. The job further includes comphrensive maintenance contract (with p/f of spares if needed) of Transformer for a period of two years reckoned from date of sucessful comissioning (As per Annexure \\"' A'') |
| 53 | Design, fabrication, supplying, assembling, erecting, connecting, testing and commissioning (outdoor double door) dust, damp and vermin proof free floor standing sheet steel enclosed non-drawout moduler type LT Main Panel, fabricated out of suitable sized angle iron and flats, base channel and covered with 2.0mm thick CRCA sheet, duly painted complete with earth bus, aluminium bus bar, numbering & sign writing, interconnection & including the cost of connection through bus bar / copper conductor flexible connection with necessary interlocking with existing panel as shown in drawing as per specification and mounted with the followings. Transformer and DG incomers alongwith buscoupler shall be colour coded compartment.The Panel shall have IP-23 rating. (The panel must be designed as per site requirement) The Switch gear should be adjustable type of Legrend /L&T /ABB /Simens(1) Incomer) 400 A, 415V, 50 KA having adjusting settings TPN MCCB thermal magnetic adjustable type . = 1 No's (1B) 630 Amp TPN Aluminium Bus bar = 1 Set ( Bus Bar shall be insulated with heat shrinkable sleeves and shall be colour coded. having minimum size 120 mm x 10 mm with spacing as per latest IE Standards) (1C) One No. (1 No.) digital multifunctional meter for measurement of voltage ,current and power etc with Selector switch ,push battons and one set of CT's of ratio 800 A/5A ,CL 1.0 ,15VA .(1D) 3 No's (3 No's) phase indication lamps and 3 No.'s status indication lamp for ON / OFF /TRIP with Control SP MCB |
| 54 | Supply and Errection of 9 mtrs long Steel Tublur poles with base plate and caps duly welded,the pole is planted at 5- feet deep pit to be excavated and refilled with stones/boulders (SP33) |
| 55 | Providing and Laying of concrete jacketing for pole bottoms laid in 1:2:4 ratio of cement ,sand and 20 mm nominal size of aggregates with 4-feet underground and 0.6 feet above ground with 2-feet in dia.complete job including its form work and carriage of materials upto laying site. @ 0.5 Cum /Pole and for Construction of Bed for resting of CT/PT Unit |
| 56 | Supply and applying of one coat of Red oxide paint & two coats of Aluminium Paint Complete job. |
| 57 | Supply & Fixing of Channel Iron Cross Arms /Angle iron Braces of Size duly painted with red oxide and 2 coats of Al. paint fitted with required size of nuts & Bolts for Construction of Transformer Bed on Tubular poles . |
| 58 | Supply,Laying , stringing , jumpering , binding , testing & commissioning of 0.05 ACSR ,incl making of all necessary connections |
| 59 | Supply,Installation,Testing & Commissioning of Earthing to poles by way of S/f of GI Rod having 6 ft in length to be inserted in a pit including extending of earthing from from earth electrode to pole 25 x 3 mm GI Strip from battom upto pole |
| 60 | Supply,Installation,Testing & Commissioning of 11kv lighting Arrestor heavy type/station type with nuts & bolts |
| 61 | Supply,Installation ,Testing & Commissioning of 11kv fuse set with allied fittings complete job. complete with nuts & bolts. |
| 62 | Supply,Installation ,Testing & Commissioning of 11kv G.O set with allied fittings and handle complete job. complete with nuts & bolts. |
| 63 | Providing of G.I Plate earthing with 6-feet long G.I rod embedded underground with insertion of G.I pipe for watering and filling of char coal or Clay & salt in alternate layers also extension of eathing from rod to lighting arrestors , transformer body & Neutral of Transformer with Al. Strip fitted on poles with Epoxy insulators with cliffs of Sub Stations frame. The Job includes p/f of 1 ft x 1 ft PVC Main hole chamber. |
| 64 | Providing and fixing of Epoxy (Baby) insulators with its all accessories like fabricated steel cliffs of adequate sizes and nuts & bolts complete for resting/fixing of G.I earth upto lighting arrestor |
| 65 | Supply,Laying,Testing & Commissioning of 185 Sq.mm Single Core XLPE Al.Cable unarmoured 1100 volts of Havells /Polycab /Upar make and making of necessary connections.The Job further includes cost of P/F of required Size of thimbles duly crimped with hydraulic crimping tool & making of necessary connections. |
| 66 | Providing and fixing of Al.Solder Less Clamps for HT Transformer duly fitted with necessary nuts & bolts. |
| 67 | Supply & fixing of Anticlimbing Devices for HT /LT Poles. |
| 68 | Supply & Fixing of Danger plates for HT /LT Poles. |
| 69 | Supplying & Laying of one number XLPE Insulated and PVC Sheathed aluminium conductor armoured cable of 1.1 KV grade ISI marked conf. to I.S:7098 (Part-I) of following size in the existing RCC/ HUME/ METAL pipe as required. |
| 70 | 3½ X 185 sq. mm |
| 71 | 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 II complete with fitting and cutting, jointing etc. direct in ground (50cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required |
| 72 | 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 73 | 120 mm dia (OD-120 mm & ID-103 mm nominal) |
| 74 | Civil part |
| 75 | Earth work in excavation by mechanical means (hydraulic excavator) 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 as directed, within a lead of 50 metres: All kinds of soil : |
| 76 | P/L, of dry stone soling duly hand packed with ramming, dressing, watering and compacting all inclusive leads, lifts, loading, un-loading, cost and carriage of material involved complete. |
| 77 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: - 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 78 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 79 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 80 | Centering and shuttering including strutting, propping etc. and removal of form work for: - ,FOUNDATIONS , FOOTINGS ETC ALL COMPLETE |
| 81 | P/F of GSB filling Under Foundations |
| 82 | Structural steel work welded in built up sections and frame work including cutting, hoisting fixing in position all complete in angles / flats / tubes etc. including fixing of 2mm thick MS sheets in sofffits and eveas boarding including ms frame work.incl cost of steel primer complete job. Incl all carraiges . |
| 83 | Carriage of Materials upto site of work: Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysOct 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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