Tender For Repair And Maintenance Of Street Lights For Attending Online Complaints In Ward No. 4, 5, 6, 7, 8 And 9 Under Electrical Sub Division No. 2, M.C. Chandigarh.
Tender Value
1.95 Lakhs
Estimated cost
Bid Submission
08 Jul 2026
4 days left
EMD
3911
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 Repair And Maintenance Of Street Lights For Attending Online Complaints In Ward No. 4, 5, 6, 7, 8 And 9 Under Electrical Sub Division No. 2, M.C. Chandigarh.
BOQ
| Sl. No. | Item Description |
| 1 | PAINTING & NUMBERING OF POLES 4.5/6 MTR. LONG: -Painting of poles above ground level with two coats of Silver/Green paint of Nerolec/ Asian/ ICI duly approved by the Engineer-in-charge. The pole surface should be cleaned well by removing dust/ rust & other depositions & smoothened with the sand paper/Iron brush & proper filling be made before painting. For numbering of poles the base should be painted with yellow and the number should be written in black letters of 3” in length. The Cement collar around the pole should be painted with two coats of good quality White colour snowcem. The Danger sign's shall be written on each pole on it's two sides with red paint on yellow base to be show to warning about hazard as threats which are essential to safety for General Public. The work shall be completed to the to the entire satisfaction of Engineer-in-charge. |
| 2 | Dismantling of existing Tilted Pole/ Accidental Steel tubular/ Octagonal pole 7.5/9/10 Mtr. Long along with Jn. Box, fittings with Wire & bracket etc. & other material complete in all respect to the satisfaction of Engineer-in-Charge. The contractor shall hand over the dismantled material to the J.E. In-charge at central store in proper form duly accounted. The cost includes the disposal of malba from site to suitable nearby dumping place. |
| 3 | Supply & Erection of steel tubular pole 410 SP-27 conforming to IS-2713-1980, (Part-I & II) having overall length of 9 Meter and welded in 3 steps and having approximate Wt. 108 Kgs. With the following specifications:-a) The poll shall have cross-sectional length of 5.00, 2.00, 2.00 Mtrs.b) The outside dia and thickness shall be114.3x5.40mm, 88.9x4.85mm and 76.1x3.25mm.c) The pole shall be erected 1.50mtrs. Below the ground level in 8” internal ready made RCC muff.d) The gap between the pole and the muff shall be filled with the cement concrete 1:2:4.The cost includes all labour and material including carriage to the site of work. e) The bottom portion of the pole shall be painted with two coats of black paint after removing the dust/rust.The work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 4 | SUPPLY & ERECTION OF G.I. PIPE BRACKET 5 FEET O/H SINGLE ARM:-Supply and Erection of 5’ over hang bracket Single Arm made of G.I. pipe medium class ISI Marked with the following specifications of Make Tata/ Jindal/ Hissar or Ravindra. The work shall be executed to the entire satisfaction of engineer-in-charge.1. The bracket shall be made from 2” dia G.I. pipe with an angle of inclination of 90-105 degrees to the vertical.2. The 2” dia G.I. pipe shall be welded to 3” dia G.I. pipe canopy at a distance of 2” from top end & top end of canopy shall be covered with 14 GMS sheet to avoid entry of rainwater in Steel Tubular Pole.3. The bracket shall be slipped over the top section of the steel tubular pole and fixed with 2 Nos. of ½” dia nuts and bolts suitable to hold the pipe absolutely tight in positions.4. A stiffnee plate of triangular shape of 14 GMS sheet of 6\\" dia shall be welded between two pipe.5.The sample of bracket shall be got approved from the Engineer in Charge before installation at the workshop where these are fabricated. |
| 5 | SUPPLY & ERECTION OF G.I.PIPE BRACKET 5 FEET O/H DOUBLE ARM:-Supply and Erection of 5’ over hang bracket Double Arm made of G.I. pipe medium class ISI Marked with the following specifications of Make Tata/ Jindal/ Hissar or Ravindra. The work shall be executed to the entire satisfaction of engineer-in-charge.1. The bracket shall be made from 2” dia G.I. pipe with an angle of inclination of 105 degrees to the vertical.2. The 2” dia G.I. pipe shall be welded to 3” dia G.I. pipe canopy at a distance of 2” from top end & top end of canopy shall be covered with 14 GMS sheet to avoid entry of rainwater in Steel Tubular Pole.3. The bracket shall be slipped over the top section of the steel tubular pole and fixed with 2 Nos. of ½” dia nuts and bolts suitable to hold the pipe absolutely tight in positions.4. A stiffnee plate of triangular shape of 14 GMS sheet of 6\\" dia shall be welded between two pipe.5. The sample of bracket shall be got approved from the Engineer in Charge before installation at the workshop where these are fabricated. |
| 6 | PAINTING & NUMBERING OF POLES 7.5/9 MTR. LONG: -Painting of poles above ground level with two coats of Silver paint of Nerolec/ Asian/ ICI duly approved by the Engineer-in-charge. The pole surface should be cleaned well by removing dust/ rust & other depositions & smoothened with the sand paper/Iron brush & proper filling be made before painting. For numbering of poles the base should be painted with yellow and the number should be written in black letters of 3” in length. The Cement collar around the pole should be painted with two coats of good quality White colour snowcem. The Danger sign's shall be written on each pole on it's two sides with red paint on yellow base to be show to warning about hazard as threats which are essential to safety for General Public. The work shall be completed to the to the entire satisfaction of Engineer-in-charge. |
| 7 | S/E of CC Collars including following:- a) The box shall be enclosed in a cement collar made from cement concrete 1:2:4 with outside dia 16”. b) The collar shall be embedded in the group upto 6” shall stand 9” above ground shall have housed 12” high SMC Box and 6” top over the box.c) The collar shall be provided with 2 G.I. Pipe of 40mm dia and 45cm long to facilitate entry of cables in the junction box after digg out the cable loops from earth complete in all respects, connetions etc.d) The collar shall be plastered properly finished, curing and painted with 2 coats of snowcem of superior quality.e) Providing and Fixing junction box of size 250x200x100mm inside dimensions of thermosetting sheet moulding compound material of robust construction with double hinge, side clamp locking arrangement. The existing ckt cable loops be made properly connection after digging from the earth and refilling the same position. There should be a terminal Strip (Thimble type) 30 amp, one no. Kitkat, rating suitable for minimum 4x16 sq.mm aluminum cable termination. The sheath of the armoured cable should be properly thimbed with the pole for proper earthing. Curing of CC Collar must be done as per satisfaction of Engineer-in-charge. The junction box should have two numbers PVC Glands with sufficient space for cable entry and loose wires complete in all respect. |
| 8 | Dismantling of existing damaged/broken old CC Collars/ Bollard Lights along with junction box and wire etc. and other material complete in all respect to the satisfaction of Engg-in-charge. The contractor shall handover the dismantled unserviceable material to the J.E In charge at central store in proper form duly accounted. The cost includes the disposal of malba from site to suitable nearby dumping place. |
| 9 | Snowcem of CC Collar: Snowcem of C.C. Collar after removing of old snowcem with the water. The C.C. Collar shall be painted with two coats of snowcem of superior quality. The work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 10 | Providing and fixing of Junction Box Cover of Fiber Sheet of 20\\"x5\\" suitable size on existing octagonal pole/ Street Light Poles. The fiber cover shall be installed on existing jucntion box with the help of screw. The job includes the cost of all labour charges and other petty material required to complete the job upto entire satisfaction of Engineer-in-Charge. |
| 11 | Providing and fixing of front doors in place of missing or broken door of existing pedestal of size 1200x900x350 mm (16 SWG Sheet) with hinges, Red Paint 2 coat after Red Oxide Primer, Fabrication, Welding and Labour at site all T&P as requried to the best satisfaction of Engineer in charge. |
| 12 | Providing and fixing of front doors in place of missing or broken door of existing pedestal of size 900x600x350 mm (16 SWG Sheet) with hinges, Red Paint 2 coat after Red Oxide Primer, Fabrication, Welding and Labour at site all T&P as requried to the best satisfaction of Engineer in charge. |
| 13 | Supply & laying of ISI marked 4 core 16 mm sq PVC Insulated Aluminium armoured cable loose in trench/pipe:-Supply & laying of ISI marked 4 core 16 mm sq PVC Insulated Aluminum conductor armoured cable of make Havells/ Finolex/ Ecko/ Lapp/ Cirtina/ Polycab/ KEI conforming IS:1554 (Pt.1) amended. The cable to be laid in trench/ pipe as per DSR Code 7.5.4/2018 MV CB PIP-25 Part-II (External). Material Testing report to be submitted and material to be supplied at site after confirmation from Engineer-in-charge. The specification of the cable as below:- i) Conductor – Aluminumii) Core – 4iii) Working Voltage – 1100 Viv) Nominal Cross Section – 16mm2 v) Minimum No. of Wire – 7/6vi) Insulation Thickness – 1.0mm (Nominal)vii) Inner Sheath Minimum Thickness – 0.3mm viii) Outer Sheath Minimum Thickness – 1.40mmix) Nominal size of Armoured Wire/Strip – 4x0.8mmx) Approximate O.D. – 22mmMaximum d.c. Resistance at 20 Deg. C – 1.91 ohm/kmThe work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 14 | Supply & Laying of DWC pipe 51/63mm with hand bockey:- Supply and Laying of pipe (OD-63 mm & ID-51 mm nominal) Double Wall Corrugated (DWC) With Hand Bockey High Density Polyethylene pipe ISI marked (HDPE Density 240 to 958 KG/Cm3) having corrugation on the outer wall and plain surface inner wall with average wall thickness for outer layer as 1.1+0.1mm and for inside layer 1.2+0.1mm maintenance free, ‘C’ value over 150 with lowest frictional losses, good weathering resistance, with all accessories like socket, bend, couplers etc. conforming to IS 14930/ IS 16205 complete with fitting and cutting, jointing etc.direct in ground (depth as per the direction of Engineer in charge or upto 75 cm below ground/ road level by digging the ground or cutting the road/ paver blocks upto required level & laying of DWC pipe for laying L.T. upto 1.1 KV grade) cables etc. including excavation and refilling the trench but including sand cushioning and protective covering etc., complete as required and PSEN-50086 (P-I & II) of Make Gemini, Rex, Duraline. The entire satisfaction of Engineer-in-Charge of work. DSR 14.15.1 (75 cm below) |
| 15 | Supply & Laying of DWC pipe 51/63mm without hand bockey:- Supply and Laying of pipe (OD-63 mm & ID-51 mm nominal) Double Wall Corrugated (DWC) Without Hand Bockey High Density Polyethylene pipe ISI marked (HDPE Density 240 to 958 KG/Cm3) having corrugation on the outer wall and plain surface inner wall with average wall thickness for outer layer as 1.1+0.1mm and for inside layer 1.2+0.1mm maintenance free, ‘C’ value over 150 with lowest frictional losses, good weathering resistance, with all accessories like socket, bend, couplers etc. conforming to IS 14930/ IS 16205 complete with fitting and cutting, jointing etc. direct in ground (depth as per the direction of Engineer in charge or upto 75 cm below ground/ road level by digging the ground or cutting the road/ paver blocks upto required level & laying of DWC pipe for laying L.T. upto 1.1 KV grade) cables etc. including excavation and refilling of digging including sand cushioning and protective covering etc., complete as required and PSEN-50086 (P-I & II) of Make Gemini, Rex, Duraline. The entire satisfaction of Engineer-in-Charge of work. DSR 14.16.1 (75 cm below) |
| 16 | Repair of pedestal cover of size 1200X900X350 mm and 900X600X350 mm with Hinges, Welding and Labour at site all T&P and Knob for door as requried to the best satisfaction of Engineer in charge. |
| 17 | Supply and Erection of High Mast Junction Box Cover size of 50\\" x 12\\" to complete the job to the entire satisfaction of Engineer-in-charge. |
| 18 | G.I. Earth pipe electrode without salt/ Charcoal: DSR 5.2/2024 Supply and laying of earth electrode made out of ISI marked 'B' class earthing with G.I. earth pipe 4.5 mtr long, 40mm dia including accessories, G.I. pipe electrode shall be cut tapered at the bottom, and provided with holes of 12mm dia, drilled not less than 7.5 cm from each other upto 2 Mtr. of length from bottom (without charcoal or coke and salt). The earth electrode shall be laid in ground after boring as per CPWD specifications complete in all respect and to the entire satisfaction of the Engineer-in-charge. |
| 19 | P/F 6 SWG GI earth wire in pipe: DSR 5.12/2022 Providing & laying earth connection from earth electrode with 6 SWG dia G.I. wire in 15 mm dia G.I. pipe from earth electrode, as required. |
| 20 | Supply& Erection of PVC insulated 2 core 10mm2 aluminium conductor twin core flat unarmured cable to fixed on the suitable clamp and nuts/ bolts etc make Rolex/ Sunhome/ Polycab/ Shalimar/ Havell's.The work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 21 | Supply & laying PVC insulated Aluminum Conductor unarmoured ISI Marked cable of 2 Core 4 mm sq in Trench/Pipe. Supply & laying of ISI marked 2 core 4 mm sq PVC Insulated Aluminum conductor unarmoured cable of make Havells/ Finolex/ Ecko/ Lapp/ Cirtina/ Polycab/ KEI conforming IS:1554 (Pt.1) amended. The cable shall be laid as per DSR Code 7.1.2 MV CBPIP (external). The job included all Connections, Commissioning and testing of phase Supply complete in all respective to the entire satisfaction of the Engineer in charge. The specification of the cable as below:- i) Conductor – Aluminumii) Core – 2iii) Working Voltage – 1100 Viv) Nominal Cross Section – 4mm2 v) Minimum No. of Wire – 7/6The work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 22 | S&E of Mouled Case Circuit Breakers (MCCB) of rating 63 Amp with Breaking Cap 16 kA, 415 Volts.Supply & Erection of 3 pole, 16 kA, 63 Amp MCCB with adjustable thermal and magnetic setting having Ics 75% of Icu. The MCCB is to be fixed in the feeder pillar complete in all respects. The MCCB should be make Havells/ ABB/ L&T/ Legrand/ Schneider. The work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 23 | S/F’C series, SP MCB Supply and fixing 6 amps to 32 amps rating, 240 volts ‘C’ series, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB Complete with connections testing and commissioning etc as required. Single pole 16 Amps “C” series Make of Anchor, Havells, Legrand, ABB, Siemens, L&T. The work shall be executed to the entire satisfaction of Engineer in charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysJul 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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