REPAIR and MAINTENANCE OF STREET LIGHTS ON V3,V4,V5,V6 ROADS and GREEN BELT FOR ATTENDING ONLINE COMPLAINTS FROM AUGUST 2026 TO OCTOBER 2026 FOR WARD 21,22,33,34,35 UNDER ELECTRICAL SUB DIVISION NO. 3, CHANDIGARH

S/E of Collars of CC Collars including following:- a) The box shall be enclosed in a cement collar made form cement concrete 1:2:4 with outside dia. 16”. b) The collar shall be embedded in the ground up to 6” shall stand 9” above ground shall have housed 10” high SMC Box and 6” top over the box. c) The collar shall be provided with 2 PVC Pipes of 40mm dia. and 45cm long to facilitate entry of cables in the Jn.Box. d)n The collar shall be plastered properly finished, curing and painted with 2 coats of snowcem of superior quality. (e) Providing and Fing Junction box of size 250x200x100mm inside dimensions of thermosetting sheet moulding compound material of robust construction with double hinge, side clamp locking arrangement, provision for MCB/Kit installatin provision alongwith connector strip of 30 amps rating suitable for minimum 4x16 sq.mm aluminium cable termination. The junction box should have two numbers PVC Glands with sufficient space for cable entry and loose wires complete in all respect to the best satisfaction of Engg.in.charge.

G.I. Earth pipe electrode with salt/ Charcoal:-Supply and laying of earth electrode made out of ISI marked 'B' class G.I. pipe 4.5 Mtr. long 40 mm dia including accessories. GI 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. The earth electode 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.

P/F 6 SWG GI earth wire Providing & fixing earth connection from earth electrode with 6 SWG dia G.I. wire to pole.

Dismantling of existing Steel tubular pole 7.5/9 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 poles to be dismantled at multiple locations in the area of sub division will be dismantled throughout the year, whenever online complaint will be rceived. Nothing extra will be paid for this.

Supply & erection of steel tubular 9 mtr 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 readymade 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.

SUPPLY & ERECTION OF G.I.PIPE BRACKET 5 FEET O/H SINGLE ARM:- Supply and Erection of 5’ over hang bracket S/A made of G.I. pipe medium class ISI Marked with the following specifications of Make Tata/ Jindal. The work shall be executed to the entire satisfaction of engineer-in-charge. 1. The bracket shall be made by G.I. pipe of 2” dia 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 closed with 14 GMS sheet to avoid entry of rainwater in S.T. poles. 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. Triangular 14 GMS sheet pieces of 6” diagonal 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.

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 G 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.

Painting and Numbering of 7.5/10 mtr long existing street light pole above ground level with two coats of Al. paint of superior quality alongwith single/ double/ triple arm/ round bracket. The pole surface should be cleaned well by removing dust/rust & other depositions .The job includes cost of labour required for holding the ladder and controlling the traffic while using crane/ boom.Numbering on the pole be done on two sides on each pole by painting 4" dia round with yellow paint and make number with black paint. The Cement collar around the pole should be painted with two coats of good quality white colored snowcem. The job includes the cost of paint of existing Junction box cover with Red paint and any other petty material require to complete the job to the entire satisfaction of Engineer-in-charge

Dismantling of old broken CC Collar and junction box and Digging of Existing Loops Upto 1 Mtr Below in Kutcha/Pakka Floor, Cutting, Dressing and Reconnections with Thimbles /Nuts &Bolts Complete in the Jn.Box And Lifting Any Malba From Site And Dumping at the C&D plant Industrial Area Phase-I.

Snowcen of CC Collar after removing of old snowcem.