Tender For Providing Design Based Lighting For Grass And Clay Tennis Court At Lake Sports Complex, Chandigarh.
Tender Value
1.39 Crore
Estimated cost
Bid Submission
06 Nov 2026
4 days left
EMD
2.79 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chandigarh → Chandigarh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing Design Based Lighting For Grass And Clay Tennis Court At Lake Sports Complex, Chandigarh.
BOQ
| Sl. No. | Item Description |
| 1 | SITC of High Mast Pole with Head FrameThe firm shall carry out the complete design, supply, installation, testing and commissioning of the High Mast System in accordance with the following design parameters and the requirements of the Department. (As per Complete Item No. 1 of the DNIT). |
| 2 | Design, supply, installation, testing and commissioning of High Power LED Sports Light Luminaires with non-integral drivers of suitable wattage, complete with the following specifications: (As per Complete Item No. 2 of the DNIT). |
| 3 | Supply, Fabrication, Erection, Testing and Commissioning of Double Door Feeder Pillar Panel, outdoor type, minimum IP54 conforming to IEC 60529/IS 12063, suitable for 415 V, 3-Phase, 4-Wire, 50 Hz AC supply system, complete with RCC foundation, cable termination and all associated accessories. (As per Complete Item No. 3 of the DNIT). |
| 4 | Foundation for High Mast Poles:Design and casting of suitable rafttype foundation for the High Mast complete with all civil works, as per the specifications under Sr. No. 1 above. The foundation shall be designed based on the Safe Bearing Capacity (SBC) of the soil as per the soil investigation report. (As per Complete Item No.4 of the DNIT). |
| 5 | All kinds of soil |
| 6 | DSR Item No. 4.1.11 (Civil Work) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:5:10 (1 cement: 5 fine sand derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 7 | DSR Item No. 5.22.6 (Civil Work) Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 8 | DSR Item No. 5.2.2 (Civil Work) Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand(zone-lIl) derived from natural sources 3 graded stone aggregate 20mm nominal size derived from natural sources) |
| 9 | DSR Item No. 5.9.1 (Civil Work) Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass Concrete |
| 10 | DSR item No.15.16 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 (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. |
| 11 | 63mmdia(OD-63mm&ID-51mmnominal) |
| 12 | DSR item No.5.2 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 13 | DSR item No.15.15 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. in the existing trench, complete as required |
| 14 | 63mmdia(OD-63mm&ID-51mmnominal) |
| 15 | DSR item No.5.9 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 16 | DSR Item No. 2.4 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB/ RCCB/ Isolator). |
| 17 | 4 way (4 + 12) Double door |
| 18 | DSR Item No. 2.10 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 MCB DB complete with connections, testing and commissioning etc. as required. |
| 19 | Single Pole |
| 20 | Providing and fixing 4-Pole, 63 Amp, 415 Volt, ‘C’ Curve, 10 kA breaking capacity MCB in the existing enclosure, as per site requirements. The work shall include making connections with suitable size copper wire, (As per Complete Item No. 11 of the DNIT). |
| 21 | Supply and erection of sheet-metal cubical pedestal of suitable dimensions, fabricated from 50 mm × 50 mm × 6 mm thick M.S. angle-iron frame and covered with 1.6 mm thick M.S. sheet, (As per Complete Item No. 12 of the DNIT). |
| 22 | Cubical Size: 750 mm × 600 mm × 200 mm |
| 23 | Supply and laying of 1.1 kV grade XLPE insulated, PVC sheathed, aluminium conductor cable conforming to IS 7098 (Part-I) (latest revision/ amendments), of the following sizes, to be laid in the existing RCC/ Hume/ DWC/ Metal pipe as required at site. (As per Complete Item No. 13 of the DNIT). |
| 24 | Size 16 Sq.mm 4 Core |
| 25 | Size 35 Sq.mm 3.5 Core |
| 26 | Supply, Erection, Testing &Commissioning of an external Man Riding Unit for providing access to the head frame of the high mast. The Man Riding Unit shall have a minimum safe load carrying capacity of 300 kg and a climbing speed not exceeding 9 m/min. (As per Complete Item No. 14 of the DNIT). |
| 27 | Labour charges for horizontal boring by mechanical means (hydraulic excavator)/ manual means 1 Meter below the ground level for laying of DWC Pipe including cost of 2 nos. Pit digging and refilling, disposal earth to be leveled and neatly dressed complete in all respects to entire satisfaction of the Engineer in Charge of the work. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysNov 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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