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| 1 | DSR item No. 5.1Earthing 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. (but without charcoal/ coke and salt ) as required. |
| 2 | DSR item No. 5.7Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. |
| 3 | DSR item no.5.12Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. |
| 4 | DSR Item No.15.15Supplying 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. |
| 5 | 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 6 | Labour charges for horizontal boring 1 Mtr. Below ground level including cost of 2 Nos. Pit digging and refilling complete in all respects upto entire satisfaction of the EIC of the work. |
| 7 | DSR Item No 15.16Supplying 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. |
| 8 | 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 9 | Supply and Laying of following XLPE insulated and PVC sheathed, armored, aluminum conductor cable of 1.1KV grade as per IS 7098 (Part-I) 1988 (amended up to date) of the following sizes to be laid in existing trench/ DWC/RCC/HUME pipe as required at site. The job include the cost of making connections with suitable size of Al. Lugs/ thimbles, testing, commissioning etc. as required to the entire satisfaction of Engineer In Charge. |
| 10 | Size 16 Sq.mm 4 core PVC Al. Arm. Cond. Cable |
| 11 | DSR item no.8.13 LED Street light fixture, powder coated pressure die cast aluminium body (System lumen efficacy ≥120 <135 lm/Watt) Supplying, installation, Testing & Commissioning of Street light LED fixture powder coated pressure die cast aluminium body with driver as per the requirement with Driver efficiency >85%, Input voltage: 140-270 Volt AC, freq 50/60 hz, Operating temp range -5 deg to 50 deg centigrade, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2 , P. F.≥0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection, EMI-EMC As per CISPR 15 , lenses for beam angle as per IESNA type I/II/III as per the width of the road and the project requirement., suitable to fit in up to 65mm dia pipe, life time (LED, Driver & electrical circuitary) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K/6500°K(As per ANSI Bin), SDCM(Standard Deviation Color Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). |
| 12 | 45 watt |
| 13 | Supply and Laying of PVC sheathed Aluminum flat of 4 mm² 2 core with the help of crane for steel tubular/ Octagonal pole. The wire should be of ISI marked. The job includes cost of dismantling, erection of existing fittings, bracket, making incoming and outgoing connection etc. other petty material required to complete the job to the entire satisfaction of Engineer-in-charge of the work. |
| 14 | 9/10 mtr. Long Pole |
| 15 | Supply and Erection of Cement Collar and Jn. Box at the base of the pole with the detailed specification as given below.: |
| 16 | Jn. Box Construction: |
| 17 | Supply and fixing of OEM made Junction box IP 66/67 made out of Polycarbonate with Glass fiber reinforced of size 205 x 255 x 112 (mm) (minimum) with 5 nos. OEM made connectors/terminal blocks. The Jn. Box and connectors/terminal blocks should be supplies by OEM. The terminal blocks/connectors should be of Hensel/Wago/Elmax/Siemens make only and Junction box shall be of Hensel make KF-2525 G or its equivalent Clipsal/Legrand/Schneider/ABB make only. The junction box shall be fire retardant and self-extinguishing. The gasket materal shall be polyurethane and the gasket shall be internally embedded. The job includes all labour and petty material required to complete the job to the entire satisfaction of the Engineer in charge of work. |
| 18 | Cement Collar: |
| 19 | The box shall be enclosed in a cement collar made from cement concrete 1:2:4 and outside dia. 16”. |
| 20 | The collar shall be embedded in the ground upto 6” shall stand 9” above ground shall have 12” high MS box and 6” top over the box. |
| 21 | The collar shall be plastered, properly finished and painted with 2 coats of snowcem of superior quality to complete the job including new thimbles & making connections. |
| 22 | The item includes other petty material to complete the job. |
| 23 | The job includes all labour and petty material required to complete the job to the entire satisfaction of the E.I.C. of the work. |
| 24 | Dismantling of existing damaged cement collar from the steel tabular pole. The job include cost of dismantling of incoming and outgoing connection from the junction box. The job also include throwing of malba into dumping ground, cost of all labour and other petty material required to complete the job to the entire satisfaction engineer in charge of the work. |
| 25 | DSR item no.16.83 (Civil 2023) Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 26 | DSR item no.16.84 (Civil 2023) Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer incharge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 27 | Supply and Erection of Steel Tabular Pole IS-410-SP-27 Swaged and Welded in Three Steps, 9 Meter Long, Weight 108 Kg. conforming to IS 2713 (Part I & II 1980) amended upto date with the following specifications: |
| 28 | The Pole shall have a Sectional Length of 5.0-2.0-2.0 Mtr. |
| 29 | The outside diameter and section thickness shall be 114.30 x 5.40 mm (Bottom), 88.9 x 4.85 mm (Middle) and 76.10 x 3.25 mm (Top). |
| 30 | The Circular Base Plate-10G more than over all dia of bottom of the pole duly welded shall be provided. |
| 31 | The pole shall be erected 1.50Mtr. below ground level in 10” (250mm) internal dia ready made RCC Muff/Pipe of 1.5 Mtr. in length. The gap between the pole and the muff shall be filled with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). The job includes the cost of cutting of road/pucca floor for erection of pole. |
| 32 | The cost includes carriage, all labour and material including installation of Pole to the entire satisfaction of the Engineer-in-Charge |
| 33 | Supply and Erection of Steel Tabular Pole IS-410-SP-27 Swaged and Welded in Three Steps, 7.5 Meter Long, Weight 93 Kg. conforming to IS 2713 (Part I & II 1980) amended upto date with the following specifications: |
| 34 | The pole shall be erected 2Mtr. below ground level in 16” internal dia ready made RCC Muff/Pipe of 2 Mtr. in length. The gap between the pole and the muff shall be filled with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). The job includes cost of painting of pole with double coasted of Asian/ Narolac/ Delux Aluminum paint and the pole shall be painted with superior quality of silver colour. The job includes the cost of cutting of road/pucca floor for erection of pole. |
| 35 | The cost includes carriage, all labour and material including installation of Pole to the entire satisfaction of the Engineer-in-Charge |
| 36 | G.I. PIPE BRACKET. |
| 37 | Supply, Fabrication and Erection of G.I. Pipe (Medium Class) bracket with suitable size of nipple for mounting the LED street light fitting with the following specifications. |
| 38 | The bracket shall be made by Medium Class GI pipe of 50mmdia with an angle of inclination 105o&3 feet overhang. |
| 39 | The 50 mm dia G.I. pipe shall be connected to a 100mm dia G.I. pipe 45cm long& canopy with top end closed with 14 G MS sheet to avoid entry of rain water in the pole. |
| 40 | The 50mmdia pipe shall be welded at a distance of 2” from the close end with 100mm dia GI pipe. |
| 41 | The canopy shall be slipped over the top section of octagonal pole & fixed with 2 Nos. ½ “ dia GI nuts & bolts. |
| 42 | A triangular 14 GMS sheet piece of 2” shall be welded between two pipes. |
| 43 | The bracket should have also the provision of suitable size of nipple for fixing of the fitting. The job includes the cost of all labour and petty material required to complete the job to the entire satisfaction of the Engineer in charge. |
| 44 | The sample of bracket shall be got approved from the Engineer in Charge, before installation at site. |
| 45 | The make of B Class G.I pipe should be Jindal, Hindustan/ SAIL & Tata make only. |
| 46 | Single Arm Bracket made out of 50mm dia. G.I Pipe with 3 feet overhang. |
| 47 | Dismantling and re-erection of existing pole alongwith bracket safely after dismantling the pole. The existing pole and muff shall be erected 1.25 mtr. below ground level after digging the pit of size 12”. The job includes cost of crane charges and dismantling of existing incoming and outgoing connection etc. The job include cost of all labour charges and other petty material required to complete the job to the entire satisfaction of Engineer-in-charge. |
| 48 | Painting of street poles with double coat of Asian/Narolac/Delux Aluminium paint of following sizes installed along the roads, parking area and the poles shall be painted with superior quality of sliver colour. The job includes cost of all labour, & petty material required to complete the job to the entire satisfaction of Engineer in charge of the work. |
| 49 | Painting of street light pole up to 7 mtr. with the help of ladder & using boom after 7 Mtr to the height of 9 mtr. where ever required. The job includes cost of 2 nos. labour required for holding the ladder & controlling the traffic while using crane/boom. |
| 50 | Street light pole 7.5/9 mtr. Long with single/double/triple arm bracket complete in all respect. |
| 51 | Numbering on existing S/L pole. The job includes the painting of pole in 4” dia round with yellow paint and make number with black paint. (1 number on each pole) |
| 52 | Numbering of fitting A for single arm bracket and B for double arm along with name of the road |
| 53 | Hire charges of Hydraulic crane with jhula on rent basis for dismantling/re-erection of fitting, bracket and LED Driver from steel tubular/ octagonal pole/High Mast complete in all respect to the entire satisfaction of Engineer in charge. The job includes the cost of crane charges, labour and other petty material required to complete the job to the entire satisfaction of Engineer in charge of the work. Please Enable Macros to View BoQ information |
