EXCAVATION AND BACKFILLING Sample Clauses

EXCAVATION AND BACKFILLING. Excavate, backfill and compact in all materials including disposal of unsuitable/surplus material per running meter 00.xx deep x 450mm wide. 13 600mm deep x 450mm wide intermediate excavation. m 40 15 Allow for the importation of bedding material as directed by the Engineer. Item CABLE SLEEVES. Supply and Installation of Cable Sleeve as specified in trenches or cast in concrete, excluding trenching or backfilling: 75mm² PVC cable sleeves 16 Supply m 100.00 17 Install m 100.00 MANHOLES 600mm x 600mm manhole. 18 Supply m 2.00 Carried to Collection R Item Quantity Rate Amount No
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EXCAVATION AND BACKFILLING. A. Contractor shall perform all excavation and backfilling necessary to install the required electrical work. Coordinate the work with other excavating and backfilling work in the same area. Except as indicated otherwise, comply with the applicable sections in Division 31 of these specifications, excavation filling and backfilling (for structures) to 5' outside the building line, and exterior utilities sections for beyond 5' from the building line.
EXCAVATION AND BACKFILLING. .1 Excavation and backfilling will be the responsibility of the General Contractor. Supervision by this contractor.
EXCAVATION AND BACKFILLING. 6.1.1 Backfilling and compaction to 95% of Mod. AASHTO density m³ 15.0 6.2 SANS PIPELINE 8.2.1 Steel pipes Class Medium with corrosion protection coating: Supply, handle, lay, joint, paint, cut to suit and test pipes complete with couplings, clamps, U-bolts etc... as per dwg no1527104-5-000-B-DE- 0002-01&02 6.2.1 50 mm diam. m 30.0 6.2.2 80 mm diam. m 35.0 6.2.3 100 mm diam. m 15.0 6.2.4 150 mm diam. m 110.0 6.2.5 200 mm diam. m 100.0 8.2.4 Cut pipe Cut pipe and supply and fit stop end, coupling, etc as required: 6.2.6 i) 80 mm diam. No. 10.0 6.2.7 ii) 100mm diam. No. 5.0 6.2.8 iii) 150mm diam. No. 6.0 6.2.9 iv) 200mm diam. No. 5.0 Total Carried Forward SECTION L: MEDIUM-PRESSURE PIPELINES ITEM NO PAYMENT DESCRIPTION UNIT QTY RATE AMOUNT R Brought Forward 6.3 SANS SPECIALS AND FITTINGS 8.2.2 Supply, lay, and bed Class medium joint, incl cut pipes to length where required, testing, complete with couplings, clamps, U-bolts etc... Steel Class medium, flanged bends incl bolts and packing 6.3.1 50 mm diam. 90 deg. No. 25.0 6.3.2 80 mm diam. 90 deg. No. 25.0 6.3.3 100mm diam. 90 deg. No. 6.0 6.3.4 150mm diam. 45 deg. No. 30.0 6.3.5 150mm diam. 90 deg. No. 10.0 6.3.6 200mm diam. 45 deg. No. 20.0

Related to EXCAVATION AND BACKFILLING

  • Fill, Backfill and Landscaping No soil found on Site, or transported to the Site from remote locations, which contains debris or waste or Hazardous Materials shall be used for fill, backfill or landscaping topsoil.

  • Excavation If any excavation shall be made upon land adjacent to or under the Building, or shall be authorized to be made, Tenant shall afford to the person causing or authorized to cause such excavation, license to enter the Premises for the purpose of performing such work as said person shall deem necessary or desirable to preserve and protect the Building from injury or damage and to support the same by proper foundations, without any claim for damages or liability against Landlord and without reducing or otherwise affecting Tenant’s obligations under this Lease.

  • Vaccination and Inoculation (a) The Employer agrees to take all reasonable precautions, including in-service seminars, to limit the spread of infectious diseases among employees.

  • Staging In addition to the staging categories listed in paragraph 1 of Annex 2-A, this Schedule contains staging categories 20-A, 20-B, PR-1 and PR-130:

  • Cutting, Patching, and Fitting The Contractor shall do all cutting, patching, and fitting of the Work that may be required to make its several parts come together properly and fit.

  • Demolition The Lessor shall remove existing abandoned electric, telephone, and data cabling and devices, as well as any other improvements or fixtures in place, to accommodate the Government’s requirements. Any demolition of existing improvements that is necessary to satisfy the Government’s layout shall be done at the Lessor’s expense.

  • Dewatering 4.7.1 Where a part of a site is affected by surface water following a period of rain, thus rendering some areas unsafe for productive work, consistent with the Employer’s obligations under the OH&S Act, all non- trades employees shall assist in ‘dewatering’ their own work site or area if it is so affected. Such work to be paid at single time rates. Productive work will continue in areas not so affected.

  • Study Area The study area focused on the Bulk Power System in South-Eastern New York between Albany and New York City, and voltages underlying systems at 115 kV and above in the lower Xxxxxx Valley (Zones G, H & I). In the PSS™E power flow base case provided by NYISO, facilities rated at 115 kV and above in PSS™E designated areas 6 through 11 are monitored in the study. These areas are: • Capital District • Xxxxxx • Millwood • Xxxxxxxxx • Con Ed • Long Island

  • CONSTRUCTION AND IMPROVEMENTS Concessionaire shall not affix, alter, or erect any permanent or temporary equipment, structures, buildings, or additions to the Concession Premises without first obtaining the prior written approval of Department.

  • Blasting Blasting shall be permitted only for road construction purposes unless advance permission is obtained from Forest Service. Whenever the Industrial Fire Precaution Level is II or greater, a fire security person equipped with a long handled round point No. 0 or larger shovel and a 5 gallon backpack pump can filled with water, will stay at location of blast for 1 hour after blasting is done. Blasting may be suspended by Forest Service, in areas of high rate of spread and resistance to control. Fuses shall not be used for blasting. Explosive cords shall not be used without permission of Forest Service, which may specify conditions under which such explosives may be used and precautions to be taken.

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