Installation work of street Lights poles on Yamuna River Bridge in Badhi Majra, ward 12 and shifting of 12.5-meter-high mast from fountain chowk, Ward 15 in MC YNR-JGD (FOR L/C SOCIETY LTD)

Supply and fixing of 16mm thick L-Shaped GI foundation plate on Jersy Barrier complete in all respect upto the entire satisfaction of Engineer-In Charge Make: ISI Marked/Jindal/Parkash/Tata

Supply and fixing of 20 mm GI foundation bolt for tightening of GI plate. Make: ISI Marked/Jindal/Parkash/Tata

Work of drilling through existing 1 foot wide jersy barrier, complete in all respect up to the entire satisfaction of Engineer-In-Charge and as per PWD guidelines and specifications.

Installation of GI poles, that shall be provided by the MC YNR-JGD on L-Shaped GI foundation plate on Jersy Barrier complete in all respect upto the satisfaction of Engineer-In-Charge.

Supply and erection of Power Contactor having specifications 120 Amp. auxiliary contact 2 NO

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[2.EL013] EL013. SUBMERSIBLE COPPER CABLE 3 Core 1.5 sqmm [Rate]

[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]

[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]

[24.1.11]EARTHING AND LIGHTENING ARRESTOR 11. Providing and laying earth connections from earth electrode with 4.00 mm dia G.I. wire in 15 mm dia G.I. pipe from earth electrode as required. [Through Rate]

[24.1.13]EARTHING AND LIGHTENING ARRESTOR 13. Providing and fixing 4.00 mm dia G1. Wire on surface or in recess for loop earthing as required. [Through Rate]

[24.1.2]EARTHING AND LIGHTENING ARRESTOR 2. Extra for using salt and char coal/coke for pipe earth electrode as required. [Through Rate]

[24.2.4.2]LT CABLE 4.2. Laying of underground cable in pipe /existing open/closed trench etc as required:- 16 Sq mm to 35 sqmm 2 to 4 Core [Through Rate]

[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]

[24.4.9.1]STREET LIGHT 9.1. Erection of High mast ( Labour only) on existing CC foundation ( foundation to be paid separately and foundation bolt shall be provided) 12 to 15 metre High mast [Through Rate]

[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]

[24.9.1]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]