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| 1 | 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. |
| 2 | 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. |
| 3 | 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 the9 mtr Steel tubular / Octagonal pole and within bracket fitted on pole.The job include the cost of other petty material required to complete the job to the entire satisfaction of engineer –in – change precautions of the work. |
| 4 | SUPPLY & ERECTION OF G.I.PIPE BRACKET 1 FEET O/H DOUBLE ARM:-Supply and Erection of 1’ over hang bracket Double Arm made of G.I. pipe medium class ISI Marked with the following specification. 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. |
| 5 | 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 |
| 6 | 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 |
| 7 | 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 45 cm feet 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. (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. |
| 8 | 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. |
| 9 | Supply & laying of ISI marked 3.5 core 35mm sq PVC INSULATED Aluminium armoured cable loose in trench/ pipe:-Supply & laying of ISI marked 3.5 core 35 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. |
| 10 | 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 |
| 11 | 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 specificationscomplete in all respect and to the entire satification of the engineer-in-charge. DSR 5.2 |
| 12 | P/F 6 SWG GI earth wire in pipe: Providing & laying earth connection from earth bottom of the electrode with 6 SWG dia G.I. wire and from top of the electrode upto pole or pedestal with proper connection with nuts and bolts in 15mm dia GI pipe from earth electrode, as required complete in all respects. The work shall be executed to the entire satisfaction of Engineer-in-Charge. DSR 5.12 |
| 13 | 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. |
| 14 | Supply & Erection of Three Phase Sensor based Timer and Contactor assembled in 22 gauge CRCA sheet enclosure duly powder coated with the following accessories (Three Phase) of Make Amsons /L&T/Scheinder or equivalent as approved by the Engineer-in-Charge. It shall conform to latest relevant IS Code:-1. It shall have 3 contactors of capacity 40 Amp. Each of made BCH, Legrand, L&T or Siemons. The contractor should be of AC-3 duty 2 pole, 220/240 V coil Voltage. 2. It shall have Auto/Manual switch, light activated switching system with allied accessories as required. 3. It shall have kit-kat fuse unit of 40 Amp capacity. The fuse unit shall conform to latest relevant IS code for protection of timers, bakelite sheet & other components as per requirement as site. 4. It shall be housed in a powder coated 22 gauge M.S sheet cabinet fo its protection. 5.The device shall be provided/fixed in the existing pedestal box in such a way so that it operates at correct time i.e. at rising/setting of Sun. The Sensor shall be included time watch to operate as required. The work shall be executed to the entire satisfaction of Engineer-in-charge. Warranty:- IT SHOULD STAND WARRANTY FOR ONE YEAR TOWARDS ANY MANUFACTURING DEFECTS. |
| 15 | 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. |
| 16 | Providing and fixing 100 A 30 KA 4 POLE rating and breaking capacity MCCB withthermomagnetic release and terminal spreaders in existing cubicle panel boardincluding drilling holes in cubicle panel, making connections, etc. as required. DSR 2.2.13 |
| 17 | Dismantling of existing M.S Cubical Pedestal of size 1200mm high 900mm wide and 350mm deep complete in all respect as desired by the 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. |
| 18 | Outdoor type M.S. Cubical Pedestal : S&E of Outdoor type BOTH SIDE OPEN ABLE M.S. Cubical Pedestal of size 1200mmx 900mm x350mm fabricated from 16 G.M.S. sheet welded on M.S. angle iron frame of size 50mmx 50mm x6mm with 4 Nos. legs of angle iron of same size each of length 600mm with M.S. sheet of size 100mmx100mmx6mm thick at the bottom of the legs. The front side of the pedestal should be openable with hiunged door provided with Godrej type locking arrangements. A 'U' type support made from M.S. sheet of 16 G having width 75mmx6mm be welded vertically in the inner side of the door to avoid entry of water. The door of the pedestal should be provided with rubber gasket to avoid entry of other insects etc. The top of the pedestal shall be covered with canopy made out of 16 G M.S. sheet projected outside to avoid entry of water. M.S. sheet of 16 G thickness and 1200mm x 150mm size be fixed at the front to cover the entry of cables. Four No. supporting members each of size 50mmx6mm thick according to cubical size shall be welded for mounting switcher gear i.e. ICTPN,BBC, Timer and energy meter etc. The Pedestal shall be painted with two coats of P.O. red paint after applying one coat of red oxide. The legs of the pedestal shall be embedded in the 1:2:4 R C.C. mixture by digging 1½' deep as required. The letter 'M.C.C.' in 4\\" size shall be written on the front door of the Pedestal. The job also includes Supply & erection one No. wooden plank/ board of size 1'-6\\" x 1'-6\\" and 25mm thick suitable for fixing energy meter including cost of screws, nuts & bolts in cubical pedestal complete in all respects. The pedestal will be housed on RCC Foundation platform of size 900 mm deep (450 mm underground and 450 mm above ground x 910 mm long x 360 mm wide including sufficient number of entries for cable with DWC pipe The work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 19 | Supply & Erection of Three Phase Aluminum Bus BarSupply & Erection of Single Phase Aluminum Bus Bar of size 600mmx40mmx4mm with L type fuse unit covered with the heat shrink insulation sheet to be fixed on Porcelein insulators in the existing pedestal with required material. The fuse links should be equal to the number of out going circuits. The work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 20 | Minor Repair of Cemented Bollard with snowcem Please Enable Macros to View BoQ information |
