PCC Pole Sample Clauses

PCC Pole. 9 Mtr. Long. No 66 2 Pre-fabricated Hot dip Galvanised steel items like DC cross arm (100x50x6 mm), back clamps (65x8 mm), pole clamp (65x8 mm), DO mounting channel (100x50x6 mm), transformer mounting channel (100x50x6 mm), transformer clamping set (50x50x6 mm), transformer belting set ( 50x50x6 mm) as per technical specification, approved drawings and scope of work. MT 4.409 2.01 M.S. Channel 75x40x6mm-2200 mm (1 No.) -14.965 Kg. X 3 Nos. X 33 Nos. = 1481.535 Kg.
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PCC Pole. 09 Mtr. Long. No 476 2 Galvanised Stay Set with anchor plate (200x200x6mm), 50x8mm stay clamp, Stay guy insulator, nut bolts, 2 Nos turn buckles, 1.8 m long, 16 mm diameter solid GS Stay rod & 7/3.15 mm Dia GI stranded wire etc as required as per technical specification, approved drawings and scope of work. No. 164
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PCC Pole. 09 Mtr. Long. No 2047 2 Galvanised Stay Set with anchor plate (200x200x6mm), 50x8mm stay clamp, Stay guy insulator, nut bolts, 2 Nos turn buckles, 1.8 m long, 16 mm diameter solid GS Stay rod & 7/3.15 mm Dia GI stranded wire etc as required as per technical specification, approved drawings and scope of work. No. 706 3.01 40 mm dia., 3000 mm long GI pipe earth electrode with test link, RCC pit, RCC cover plates on GI frame, bentonite powder and other accessories complete Set. 71 3.02 GI Earthing ▇▇▇▇▇ made of 20mm solid Rod No. 424
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PCC Pole. 09 Mtr. Long. No 462 2 Galvanised Stay Set with anchor plate (200x200x6mm), 50x8mm stay clamp, Stay guy insulator, nut bolts, 2 Nos turn buckles, 1.8 m long, 16 mm diameter solid GS Stay rod & 7/3.15 mm Dia GI stranded wire etc as required as per technical specification, approved drawings and scope of work. No. 159 3.01 40 mm dia., 3000 mm long GI pipe earth electrode with test link, RCC pit, RCC cover plates on GI frame, bentonite powder and other accessories complete Set. 16
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PCC Pole. 09 Mtr. Long. No 4
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PCC Pole. 2.01 M.S. Channel 100x50x6mm-2200 mm (1 No.) - 17.38 Kg. X 2 Nos. X 38 Nos. = 1320.88 Kg.
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PCC Pole. 9 Mtr. Long. No 16 2 Pre-fabricated Hot dip Galvanised steel items like DC cross arm (100x50x6 mm), back clamps (65x8 mm), pole clamp (65x8 mm), DO mounting channel (100x50x6 mm), transformer mounting channel (100x50x6 mm), transformer clamping set (50x50x6 mm), transformer belting set ( 50x50x6 mm) as per technical specification, approved drawings and scope of work. MT 1.069 2.01 M.S. Channel 75x40x6mm-2200 mm (1 No.) -14.965 Kg. X 3 Nos. X 8 Nos. = 359.16 Kg. 2.02 Transformer Platform Set - 58.85 Kg. X 1 No. X 8 Nos. = 470.8 Kg. 2.03 Half Clamp (1 No.) - 1.47 Kg. X 14 Nos. X 8 Nos. = 164.64 Kg. 2.04 Full Clamp (1 No.) - 2.325 Kg. X 4 Nos. X 8 Nos. = 74.4 Kg. 3 GI Nuts, Bolts with Washers as per technical specification, approved drawings and scope of work. Kg. 96.000
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PCC Pole. 3 Earthing as per approved drawings, technical specifications and scope of work
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Related to PCC Pole

  • New utilities (i) The Contractor shall allow, subject to the permission from the Authority and such conditions as the Authority may specify, access to, and use of the Site for laying telephone lines, water pipes, electricity lines/ cables or other public utilities. Where such access or use causes any financial loss to the Contractor, it may require the user of the Site to pay compensation or damages as per Applicable Laws. For the avoidance of doubt, it is agreed that use of the Site under this Clause 9.3 shall not in any manner relieve the Contractor of its obligation to construct and maintain the Project Highway in accordance with this Agreement and any damage caused by such use shall be restored forthwith at the cost of the Authority. (ii) The Authority may, by notice, require the Contractor to connect any adjoining road to the Project Highway, and the connecting portion thereof falling within the Site shall be constructed by the Contractor at the Authority’s cost in accordance with Article 10. (iii) The Authority may by notice require the Contractor to connect, through a paved road, any adjoining service station, hotel, motel or any other public facility or amenity to the Project Highway, whereupon the connecting portion thereof that falls within the Site shall be constructed by the Contractor on payment of the cost. The cost to be paid by the Authority to the Contractor shall be determined by the Authority’s Engineer. For the avoidance of doubt, in the event such road is to be constructed for the benefit of any entity, the Authority may require such entity to make an advance deposit with the Contractor or the Authority, as the case may be, of an amount equal to the estimated cost as determined by the Authority’s Engineer and such advance shall be adjusted against the cost of construction as determined by the Authority’s Engineer hereunder. (iv) In the event construction of any Works is affected by a new utility or works undertaken in accordance with this Clause 9.3, the Contractor shall be entitled to a reasonable Time Extension as determined by the Authority’s Engineer.

  • DHS Seal, Logo, and Flags The Contractor shall not use the Department of Homeland Security (DHS) seal(s), logos, crests, or reproductions of flags or likeness of DHS agency officials without specific FEMA pre-approval.