REPAIR and MTC. OF STREET LIGHT SYSTEM TO ATTEND THE DAMAGED COMPONENTS UNDER ELECTRICAL SUB DIVISION NO.1, M.C. 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 job includes providing hole at bottom for pole wire entry in the pole with welding set/ chisel wherever if required.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.

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. 20”. 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 job includes providing hole at bottom for pole wire entry in the pole with welding set/ chisel wherever if required.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.

Supply & Erection of DWC pipe 50/63mm with hand bockey:- Supply and laying of 50/63 mm (I/D& O/D) Double Wall Corrugated (DWC) High Density Polyethylene pipe (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, anti rodent, inflammable & good weathering resistance, conforming to IS 14930 (P-II) and PSEN-50086 (P-I & II) of Make Duraline/Rex/Zen duct/Gemini. The pipe should be laid 3 feet below ground/road level with hand bockey without cutting of road for laying cables etc. including cost of digging and refilling of pits complete in all respects to the entire satisfaction of Engineer-in-Charge.DSR CODE 14.15.1

Supply & Laying of DWC pipe 50/63mm with out hand bockey:- Supply and laying of 50/63 mm (I/D& O/D) Double Wall Corrugated (DWC) High Density Polyethylene pipe (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 conforming to IS 14930 (P-II) and PSEN-50086 (P-I & II) of Make Duraline/Rex/Zen duct /Gemini.. The pipe should be laid below ground/road level by digging the ground upto75 cm less excavation or cutting the road/paver blocks upto required level & laying of DWC pipe for laying L.T. (up to 1.1 KV grade) cables etc. including cost of digging and refilling of pits/Trench complete in all respects to the entire satisfaction of Engineer-in-Charge of work. DSR 14.16.1

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 Aluminum conductor armoured cable of make Havell's/ Finolex/ Ecko/ Lapp/ Cirtina/ Polycab/ KEI conforming IS:1554 (Pt.1) amended. The cable shall be laid as per DSR Code 7.5.1 . The job included all Connections, Commissioning and testing of phase. Supply complete in all respective to the entire satisfaction of the Engineer in charge.

Supply & Laying of flexible PVC insulated FR PVC sheathed 3 Core 1.5 mm2 Copper Cable conforming to IS -694:2010 of make KEI,Havells ,Cirtina / finolex , Polycab within the already erected 9 mtr Steel tubular / Octagonal pole and within bracket fitted on pole with the help of crane. The cable connection to be made using 3 terminal connector from junction box at the bottom of the pole to controller mounted at the top and from controller to the street light fitting using ( 3 terminal connector) mounted on the bracket. The job include dismantling of old wire, the cost of making hole in the pole with welding set if required, dismantling & re erection fitting , bracket , managing traffic using proper precaution, making the required connector as stated above and other petty material required to complete the job to the entire satisfaction of engineer –in – change precautions of the work. The old pole wire should be handed over to concerned JE.

Supply & erection of steel tubular pole 410 SP-27 conforming to IS-2713-1980, (Part-I & II) having over all 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.

Dismantling Of CC Collar 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 Appropriate Place.

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.

Providing & fixing of 10”x12” size M.S. junction box cover of 16 gauge M.S. sheet tappered for protection from water, rubber gasket welded with hinges painted with red oxide primer complete in all respect, including fixing on the existing pole, fabrication as required. the work shall be executed to the entire satisfaction of engineer-in-charge.

Supply and erection of Junction Box cover of fibre sheet of 20"X5"/suitable size on existing octagonal pole. The fibre cover shall be installed on existing junction 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.

Supply and erection of Junction Box cover of fibre sheet of 12"X5"/suitable size on existing octagonal pole. The fibre cover shall be installed on existing junction 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.

Providing and fixing of Pedestal Cover of size 1200x900x350 mm (16 SWG Sheet) with hinges, Red Paint 2 coat after red oxide primer , Fabrication, Welding & labour at site All T&P as required to the best satisfaction to the Engineer in-Charge.

Providing and fixing of Pedestal Cover of size 900x600x350 mm (16 SWG Sheet) with hinges, Red Paint 2 coat after red oxide primer , Fabrication, Welding & labour at site All T&P as required to the best satisfaction to the Engineer in-Charge.

Providing and fixing of CCMS Cover of size 622x546 mm with hinges, Grey Paint 2 coat after red oxide primer, Fabrication, Welding & labour at site All T&P and Knob for door as required to the best satisfaction to the Engineer 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 in pipe: 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.

Painting and Numbering of 7.5/9 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

Providing and fixing of danger sticker of size 5.5"x5.5" suitable size as per requirement at site with inscription of "DANGER" and danger sign

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 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 MS sheet of 6" dia shall be welded between two pipes. 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 MS sheet of 6" dia shall be welded between two pipes. 5. The sample of bracket shall be got approved from the Engineer in Charge before installation at the workshop where these are fabricated.