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| 1 | Digging of pucca road in required width for laying of cable/pipe complete in all respect upto the entire satisfaction of Engineer-in-charge. |
| 2 | Supply and erection of 2.5 sqmm 3 core unard FRLS PVC insulated ISI Marked copper conductor cable complete as per entire satisfication of engineer in charge.Make RR / Havells / Polycab/Grandley. 2.5 Sq. mm 3 Core Cable. |
| 3 | Providing trench less boring below existing road / pavement including laying of 65 mm dia GI pipe B class required to complete the job in all respect |
| 4 | Restoring the road cut, in level with the existing road surface, including preparation of subgrade laying and relaying of soiling and laying and consolidation of wearing coats to water bound macadam specification and laying 20mm thick premix carpet, on top including cost of tack and sealcoat complete in all respects. |
| 5 | Providing trench less cuttting by Hydraulic Drilling Device boring/ Manual OR through some suitable alternate method with insertion of HDPE Pipe including supply, Delivery of HDPE pipe at work site and laying of 50mm internal diameter HDPE pipe inside road for road corssing of cable by Hydraulic Drilling Device without opening of the road top surface, laid at a depth of at least 900mm below the road surface from the feeding point to the feeder pillar box in median (OR) from feeder pillar to respective street light pole including cost of all accessories for road crossing for laying of cables. |
| 6 | Supply, Erection, testing and commissioning of 3 phase automatic timer AMSON`s / L and T make on/off the street lights on different fixed timing maintainable on street lights pedestal, pillar, wall M.S pedestal where on\off point is available, cabinet is fabricated from 22 gauge, painting, wiring, connection on/off from bottom of the cabinet, 3 contractor 63 Amp, 24 volts D.C each transformer, rectifier system switching system, bakelite contractor 63 Amp, MCB 63 Amp LandT digital timer Auto/Manual system, time setter, fibber sheet, rubber and plastic component, wiring and component fitting, chemical (Epoxy) including the cost of labour and material required to complete the job in all respect upto the entire satisfaction of Engineer - In -Charge of the work. |
| 7 | Supply and erection of Sword type single Arm GI bracket with Big Ball on top and small Ball Complete in all respect including nut and bolts required for installation with suitable size of GI pole. |
| 8 | [23.27.1]Supply and erection of Godrej Almirah typeM.S. pedestal made of 50 mm x 50 mm x 6 mm angle iron frame with 3.00 mm thick M.S. sheet covering including shutters with suitable hinges and locking arrangement with Godrej type handle including round bars . The top covering should have downward overhang of 75 mm on all sides of pedestal , having two sets of water proof ventilation holes of suitable size on the sides , at top and bottom , each set containing four Nos. holes to discharge the heat produced by the current . The shutters fixed with rubber gasket of superior quality and of suitable size to make it water proof . The pedestal duly painted both inside and outside with two coats of approved paint and primary coat and its legs are embeded upto the entire depth in 1:2:4 cement concrete block , projected 75 mm all around the pedestal and and 200 mm above the ground level including the cost of all labour and material required to complete the job in all respect upto the entire satisfaction of the Engineer-in-charge of the work:- 1. M.S. pedestal of size 600 mm wide , 750 mm high ,300 mm deep and bottom totally open , duly embeded in 1:2:4 cement concrete block of size 750 mm x 450 mm x 200 mm above ground level , having a base of size 900 mm x 600 mm x 250 mm below ground level. 0 0 [Through Rate] |
| 9 | [24.1.1]EARTHING AND LIGHTENING ARRESTOR 1. Earthing with GL earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. (but without charcoal or coke and salt) as required. [Through Rate] |
| 10 | [24.1.12]EARTHING AND LIGHTENING ARRESTOR 12. Supplying and laying 6 S.W.G G.I. wire at 0.50 m below ground level from earth electrode including thimbles, soldering etc. as required. [Through Rate] |
| 11 | [24.1.14]EARTHING AND LIGHTENING ARRESTOR 14. Supply and erection of 20mm x 3 mm thick GI, tape fixed with suitable G.I. staples of same size. [Through Rate] |
| 12 | [24.1.2]EARTHING AND LIGHTENING ARRESTOR 2. Extra for using salt and char coal/coke for pipe earth electrode as required. [Through Rate] |
| 13 | [24.10.1]CIVIL ITEMS (USED COMMONLY IN ELECTRICAL WORKS) 1. Digging & refilling of trench 30 cm wide below ground level for erection of pipe/cable (up depth of 1 Metre. underground cable excluding the cost of cable/pipe complete in all respect. [Through Rate] |
| 14 | [24.10.5]CIVIL ITEMS (USED COMMONLY IN ELECTRICAL WORKS) 5. Digging of pucca road of required size for making pit for of foundation for street light pole etc complete in all respect up to the entire satisfaction of Engineer-in charge. [Through Rate] |
| 15 | [24.13.24]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE LOOSE IN EXISTING PIPE OR TRENCHES COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 24. 16 Sq mm 4 core (Arm.) [Through Rate] |
| 16 | [24.13.32]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE LOOSE IN EXISTING PIPE OR TRENCHES COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 32. 25 Sq mm 4 core (Arm.) [Through Rate] |
| 17 | [24.2.8.4]LT CABLE 8.4. Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work. 16 sqmm [Through Rate] |
| 18 | [24.2.8.5]LT CABLE 8.5. Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work. 25 sqmm [Through Rate] |
| 19 | [24.4.15.1]STREET LIGHT 15.1. B.S.E.N. 10025 High Masts \\"Supply, installation, testing and commissioning of 12.5 mtr. long High Mast manufactured from B.S.E.N. 10025 or equivalent grade material in, 2 (two) section hot dip, galvanized inside and outside in single dip, suitable for wind velocity as per IS 875 Part-3 suitable for 6 nos. luminaire loading fully motorized (power tool) with starter & cable complete along with standard accessories supplied by the manufacturer with 3 nos. steel wire rope double drum system and twin dome aviation light with LED without foundation but including cost of set of foundation nut and bolts, installation at site complete in all respect upto entire satisfaction of Engineer -in-ChargeThickness of Top and Bottom Section = 3 mm (minimum)Top Dia = 150 mm and Bottom Dia = 360mmThickness of Galvanization - Top = 65 micron (minimum) and Bottom = 85 micron (minimum)\\" [Through Rate] |
| 20 | [24.4.4.3]STREET LIGHT 4.3. Erection of street light fitting on the pole including the cost of petty material required (irrespective of height/length of bracket) At Pole above 7 metres but up to the height of 9 metres. [Through Rate] |
| 21 | [24.4.4.4]STREET LIGHT 4.4. Erection of street light fitting on the pole including the cost of petty material required (irrespective of height/length of bracket) At Pole above 9 metres [Through Rate] |
| 22 | [24.4.8.7]STREET LIGHT 8.7. Supply and erection of Hot Dip Galvanized octagonal pole of 3mm thickness, with base plate including cost of nut and bolts , earthing studs, Integral Cable termination arrangement 5 mm thick Bakelite base plate on suitable welded MS/GI bracket 32 A four way connector 2 no 10 A SP MCB , end cover and all accessories as supplied by the manufacture including Providing RCC foundation of M25 grade (1 Cement:1 Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @80 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1:5:10 of required dimensions for octagonal poles of various heights as per following specifications complete in all respects and as per directions of Engineer-in-charge 9 Metre Long pole with top dia 100 mm and bottom 200 mm with base plate of size 350 x 350 x 20 mm. [Through Rate] |
| 23 | [24.5.2.3]MISCELLANEOUS ITEMS 2.3. S/E mark double walled corrugated (DWC) HDPE, pipe 10 Kg/Cm2 ,laid 0.75 Metre below ground level including digging and refilling of earth including cost of suitable size socket/coupler for HDPE pipe including the cost of labour and material required to complete the job in all respect up to the entire satisfaction of Engineer in charge of the work. DWC/HDPE pipe 63/50 mm outer dia/inner dia [Through Rate] |
| 24 | [24.9.1]RCC FOUNDATIONS FOR HIGH MAST OCTAGONAL POLES 1. Providing RCC foundation of M25 grade (1 Cement:1 Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @ 75 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1:5:10 of required dimensions for high mast octagonal poles of various heights as per following specifications complete in all respects and as per directions of Engineer-in-charge 12.5 m high mast pole [Through Rate] Please Enable Macros to View BoQ information |
