Tender For Tender For Designing, Supply, Erection, Testing & Commissioning Of 2 No. 16 Mtr.Long Stadium Mast With Led Light Fixtures In Football Stadium At Nangnouli Under Esd Hpsebl Khad Under Ed Haroli Distt. Una H.P. T.S No 15/2026-27 Bid No. Hed5
Tender Value
14.18 Lakhs
Estimated cost
Bid Submission
14 Jul 2026
2 days left
EMD
14189
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Una → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Tender For Designing, Supply, Erection, Testing & Commissioning Of 2 No. 16 Mtr.Long Stadium Mast With Led Light Fixtures In Football Stadium At Nangnouli Under Esd Hpsebl Khad Under Ed Haroli Distt. Una H.P. T.S No 15/2026-27 Bid No. Hed54/2026-27
BOQ
| Sl. No. | Item Description |
| 1 | Supply and Erection of 16 Mtr. High Mast |
| 2 | Designing, Supply, erection, testing & commissioning of 16 mtr stadium High Mast with power tool based on the following parameters requirements of the Dept. The power tool 3 phase motorized 1.1 KW. complete in all respects should be installed in the pole of reputed make ISI marked only. includes (item 1.01 to 1.20) |
| 3 | Height of Mast:-16 Mtr (Including the height of head frame). ii) Wind speed:- 47 m/s as per IS-875 (Part-III) in) The High Mast & head frame shall be structurally suitable to accommodate the 18 Nos 500 Watt LED fitting & its control gear boxes, iv) The entire high mast structure (Internally & externally) and all MS parts shall be hot dip galvanized as per BSEN ISO 1461 or equivalent |
| 4 | Manufacture of the Mast: The High Mast section should be manufactured with High steel grade in compliance with BSEN 10025/D in 17100 and reference standards for the High mast shall be as under the firm will supply test reports/documents for confirmation to various standards. |
| 5 | a) Code No. 1.S. 875 (Part III) 1987 Amended up to date Title Code and practice for design loads for structures.b) BSEN 10025 Grades of M.S. plates c) BS. 5135/AWS Welding d) BS 729 ISO 1461 Galvanizing e) TR7. 2000 of ILE, UK Specification of Mast and foundation.ISO 9001/14001/1 8001 To be quoted by the firmg) Type test, Winch Test, wind tunnel test To be submitt |
| 6 | Structure: Continuously tapered polygonal with no circumference weld on shaft. |
| 7 | Type of joint Telescope slip joints (Stress fit) |
| 8 | Lantern carriage fabrication A Fabricated Lantern carraige shall be provided for fixing and holding the flood the flood Light fittings and the control gear boxes. The Lantern carriage shall be of special design and shall be of steel tube contruction The tubes acting as conduits for wire with holes fully protected by grommets. The lantern carriage shall be designated and fabricated to hold the required number of flood light fittings and the control gear boxes and also have a perfect self balance the lantern carriage carriage shall be fabricated into halves and joined by bolted flanges with stainless steel bolts and mylod type stainless steel nuts to enable easy installation or removal from the erected mast. The inner lining of the carriage shall be provided with protective PVC arrangements, so that no damage is caused to the surface of the mast during the raising and lowering operation of the lantern carriage Junction box Weather proof Junction box made of cast aluminium shall be provided on the carriage assembly as required, from which the inner connections to the designed number of the flood light luminaries and associated control gears fixed on the carriagee shall be made. |
| 9 | Electrical System, cable and cable connections. A suitable terminal box shall be provided as part of the contract at the base compartment of the high mast for terminating the incoming cable. The electrical connections from the bottom to the top shall be made by special trailing cable. The cable shall be EPR insulated and PCP sheathed to get flexibility and endurance. Size of the cable shall be minimum 6 core 2.5 mm copper. The cable shall be of reputed make there shall be two such cables. One for essential circuit and other for non essential supply per mast At the top there shall be weather proof junction boxes to terminate the trailing cable Connections from the top junction box to the individual luminaries shall be made by using 3 core 1.5 sq. mm flexible PVC Cu. Wires of reputed make. The system shall have in built facilities for testing the luminaries while in the lower position. Also, suitable provision shall be made at the base compartment of the mast to facilitate the operation of externally mounted, electrically operated power tool for raising and lowering of the lantern carriage assembly The trailing cables of the lantem carriage rings shall be terminated by means of specially designed, metal clad, multiping plug and socket provided in the base compartments to enable easy disconnection when required |
| 10 | Door Opening: An adequate door opening shall be provided at the base of the mast and the opening shall be such that it permits clear access to equipment like winches, cables, plug and socket etc. and also facilitate easy removal of the winch. The door opening shall be completed with at close fitting, vandal resistant, weather proof door, provided with a heavy duty double internal lock with special paddle key. A provision shall be made for connectivity the external power tool for raising or lowering the lantern carriage. The door opening shall be carefully designed and reinforced with welded steel section, so that the mast section at the base shall be unaffected and undue buckling of the cut portion is prevented. Size of door opening shall not be more than 1200 x 280 mm to avoid buckling of the mast section under heavy wind conditions |
| 11 | Dynamic loading for the mast. The mast structure shall be suitable to sustain an assumed maximum reaction arising from a wind as per (S 875 (three second gust) and shall be measured at a height of 10 meters above ground level. The design life of the mast shall be 25 years |
| 12 | Lightning Finial One number heavy duty hot dipped galvanized lightning finial shall be provided for each mast. The lightning finial shall be provided at the center of the head frame. It shall be bolted solidly to the head frame to get a direct conducting path to the earth through the mast and grounded to earth. The lightning finial shall not be provided on the lantern carriage under nay circumstances in view of the safety of the system |
| 13 | Raising and lowering mechanism For the installation and maintenance of the luminaries, it will be necessary to lower and raise the lantern carriage assembly. To enable this, a suitable winch arrangement shall be provided, with the winch fixed at the base of the mast and the specially designed head frame assembly at the top. |
| 14 | Winch: The winch shall be of completely self sustaining type without the need for break shoe, Springs or clutches. Each driving spindle of the Winch shall be positively locked when not is use, gravity activated PAWLS. Individual drum also should be operated for fine adjustment of lantern carriage. The capacity operating speed, safe working load recommended lubrication & serial number of the winch shall be clearly marked on cach winch. The gear ratio of the winch shall be 53:1. However, the minimum working load shall not be less than 750Kg. The winch shall be self lubricating type be means of an oil bath & the oil shall be readily available grades of reputed producers. The winch drums shall be grooved to ensure prefect seat for stable and tidy rope lay with no chances of rope slippage. The rope termination in the winch shall be such that distortion or twisting is eliminated and at least 5 to 6 turns of rope remains on the drum even when the lantern carriage is fully lowered & rested on the rest pads. It should be possible to remove the winch manually by the suitable handle or by an external power tool. It shall be possible to remove the double drum after dismantling through the door opening provided at the base of the mast. The type test certificate shall be furnished by the contractor from the original equipment manufacturer for each winch. In support of the maximum load operated by the winch. The winch shall be type tested in presence of institutions and the type test report shall be submitted. |
| 15 | Head frame :- The head frame which to be designed as a capping unit of the mast shall be welded steel contruction galvanized both internally and externally after assembly The top Pulley shall be of appropriate diameter large enough to accomodate the stainless steel wire tops and the multicore electrical cable. The Pulley block shall be made of non-corrodible material, and shall be of die cast aluminium alloy (LMO 6) pulley made of synthetic materials such as plastic of PVC are not acceptable self lubricating bearing and stainless steel shaft shall be provided to facilitate smooth and maintenance free operation for a long period. The pulley assembly shall be fully protected by a canopy galvanized internally and externally. Closed fitting guides and sleeves shall be provided to ensure that the ropes and cables do not dislodged from their respective positions in the grooves. The head frame shall be provided with guides and stops with PVC buffer for docking the lentern carriage |
| 16 | Stainless Steel wire Ropes. The Suspension system shall essentially be without any intermediate joint & shall consist of only non-ferrous materials. The stainless steel wire ropes shall be of AISI 3-6 grade and 7/19 construction, the central core being of the same material. The overall diameter of rope shall not be less than 6 mm. The breaking load of cach rope shall not be less than 2350 Kg. giving a factor of safety of over 5 for the system at full load as per the TR7 referred to in the beginning of this specification. The end constructions of ropes to the winch drum shall be fitted with talurit. The thimbles shall be used in the system and no intermediate joints are acceptable in view of the required safety. No intermediate joints/terminations, either bolted or else, shall be provided on the wire rope between winch and lantern carriage. |
| 17 | Suitable earth terminals using 12 mm diameter stainless steel bolts shall be provided at a convenient location on the base of the mast, for lighting and electrical earthing of the mast |
| 18 | The firm will provide the following high mast parameters as detailed below:Height of the High Mast: 16 meters) Length and number of sections 2 sections (Length of each section to be specified by the firm)Length of overlap at each joint: 1.5 times the diameter at penetration (Length to be specified by the firm)iv) Top and bottom diameter of the poleTop Minimum 166 mmBottom-Minimum 410 mmv) Thickness of each section (in mm)Top-3 mm minimumBottom 4 min minimumvi) Bottom plate thickness: Minimum 25 mmvii) Number and size of rag bolts along with anchor plate minimum 8 bolts along with nuts, washers, anchor plates (8mm thick). The threaded portion of bolts should be ot dip galvanised and rest red oxide painted.vili) Drawing catalogues of High Mast: To be provided by the firm |
| 19 | Make. Valmount Surya/ Utkarsh/ Bajaj/ Ventura/ Phillips/Transrail. |
| 20 | The Supply & erretion of foundation for the pole shall be carried out as mentioned below: (i) Excavation of pit as per drawing attached (ii) providing 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) PCC at bottom of pit (iii) Providing bottom raft reinforcement with 16 mm dia, steel rebar and ready mix M-20 grade RCC (iv) Providing top raft reinforcement with 10 mm dia, steel rods and ready mix M-20 grade RCC above bottom raft reinforcement. (v) Providing pedestal reinforcement with 6 mm and 12 mm dia. steel rods and ready mix M-20 grade, RCC of Im above ground level (vi) 6 mm thick, 1:3 (1 cement: 3 coarse sand) plastering work for finishing the pedestal (vii) Refilling the pit with excavated earth including disposal of surplus earth as directed within a lead of 50 metres. (viii) This work shall be carried out with special Tools and Plant such as suitable capacity excavator, crane for excavation, erection of pole, etc complete as required (See Attached Drawing ) |
| 21 | i) Provid SOS Services for 24 Months as and when required and Four routine services for 24 Months since dated of commisioning / handover. ii) Provide 18 Nos. Spare LED Lights and replacement of defective equipments if any free of cost on SOS service as well as Routine periodic serivces. |
| 22 | Supplying, installation, testing and commissioning of outdoor type 500 Watts LED stadium flood light luminaire Luminaire efficacy Minimum 120 lm/w. CRI better than 70. CCT (Color Temperature) 5700K, Suitable to cover stadium, Maintaining lumen output L70850 @ 50000 BH having die cast aluminium housing with minimum IP 65 and IK 06 body, with minimum internal surge protection device of 4 KV or more, minimum external surge protection device of 4 KV or more. THD (Total Harmonic Distortion) <10%, constant current driver suitable for operation on 230 volts single phase. 50 Hz. AC supply complete with all accessories mounted on lantern carriage on high mast pole including connections with built in control gear, anodised reflectors, heat resistant toughened clear glass cover, with suitable beam angles to cover whole stadium with complete accessories etc including proper aiming of lights for complete illumination of the ground as required to the best satisfaction of the Engineer in charge with five years warranty. Make: K-Lite/ Phillips/ Leksa/ Panasonic/ Surya/Wipro LT. |
| 23 | SITC of double dome integral LED aviation light comprising of aluminum housing with polycarbonate enclosure to be installed on existing High Mast Pole including making necessary connections, testing and commissioning etc. to the entire satisfaction of the department. The fitting should be of IP-65. Make: Bajaj /BPP/Philips/ Surya/ Wipro/K-Lite |
| 24 | Supply, installation, testing & commissioning of out door type dust, damp, vermin proof, weather prout type cubical feeder pillar panel labricated frown em thick CRCA sheer steel including lockin arrangement complete with incomer MCCI bushat, spreader links, digital amometer, anunter switch, digital voltmeter, voltmeter selector switch, UT's, indicator lights, protection MCB including all civil works (Feeder Pillar foundation) like excavation, PCC, bricks work, plastering, refilling, providing PVC sleeves in foundation etc It should be crected in the 124 cement concrete plattinen of suitable dimensions 15cm high form ground level and 45 mm thick. The cubical pedestal shall be 14 con from the top of cement concrete platform including epoxy painting of feeder pillar, interconnection painting, bonding to the existing earth etc. etc complete as per specifications as required. Make Altf KSB Electric Hark Power Supertech INCOMINGA) 1 No. 63 Amp FP Moulded Case Circuit Breaker of 10 KA (les Value) with thermal magnetic release, O/L, S/C & E/F protection.B) INSTRUMENTS WITH INCOMER I No. 0 to 500Volt volumeter with selector switch & CTS.1 No. 0 to 125Amp ammeter with selector switch & CT's .1 Set of ON/OFF indicating lamps.1 Set of RYB indicating lamps with SP MCB Astronomical digital time switch of following configuration to be mounted in feeder pillars Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight (Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status ic programming at site complete as required. 3 Nos. Contactor 18A/50A RATING for timer &e reverse forward motion 3 Nos. Push Buttons for Forward, Reverse & Stop of 3 phase motor 4 Nos. SPN MCB 6/16/32A rating. 1 Nos. Selector switch for lighting control to switch between between auto and manual mode. Control SP MCB 6A 10KA 1 Set of SPD device of suitable ratingD) OUTGOING 20 No. 16A/20A SP 10KA (Ics Value) MCB with Neutral & earth Link. |
| 25 | Supply and Laying of 35 Sq. mm x 3.5 core PVC insulated and sheathed Armored Aluminum conductor cable & Served cable working voltage upto 1100 Volt, grade to be laid in existing pipe. The job include the cost of making connections with suitable size of Al. Lugs/ thimbles, testing, commissioning etc. as required to the entire satisfaction of Engineer in Charge. The cable should be of Polycab/L&T/Havells/Finolex/ Plaza make only. |
| 26 | Supply and Laying of 16 Sq. mm x4 core PVC insulated and sheathed Armored Aluminum conductorcable & Served cable working voltage upto 1100 Volt grade to be laid in existing pipe. The jobinclude the cost of making connections with suitable size of Al. Lugs/thimbles, testing, commissioning etc. as required to the entire satisfaction of Engineer in Charge. The cable should be of Polycab/ L&T/Havells/Finolex/ Plaza make only |
| 27 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required, Makes -KEI/Plaza/Finolex/Polycab |
| 28 | 3X1.5 sq.mm |
| 29 | 3X2.5 sq.mm |
| 30 | Earthing with G.1 earth pipe 4.5 mu long and 40mm dia, including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc (but without charcoal or coke and salt) complete as required. |
| 31 | Extra for using salt and charcoal for pipe earth electrode complete as required. |
| 32 | Providing and fixing 6 SWG GI wire dia on surface or in recess for loop earthing as required |
| 33 | Providing and fixing M.V danger notice plate of 200 mm x 150 mm made of mild steel at least 2 mm thick, and vitreous enameled white on both sides and with inscription in signal red color on front side as required Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysJul 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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