Concrete Pipes Sample Clauses

Concrete Pipes. Pipes shall be jointed with ogee joints with rubber collars or socket and spigot joints with rubber rings
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Concrete Pipes. The pipes shall follow the relevant IS Codes as under: • IS: 458-1971 Specification for concrete pipes (with and without reinforcement) (second revision) • IS: 3597- 1966 Methods of test for concrete pipes
Concrete Pipes. Provide pipe gages, as specified in Section 601.2 (a) 3.d. 2. and inspect concrete pipes for signs of damage including cracks greater than 180 μm (0.007 inch) in width, spalls, damaged or cracked ends, and visible reinforcement. Submit a plan for repair or replacement as specified in Section 601.3(o) for approval.
Concrete Pipes. Concrete pipes shall comply with the requirements of BS 556. Where pipes are manufactured on site, all the clauses in this specification shall be applicable to the manufacture and testing of concrete pipes. Notwithstanding any of the requirements outlined above, for routine control purposes, the cube compressive strength shall satisfy the requirements of Class 30 concrete as shown in article 3.12 of these Technical Specifications.

Related to Concrete Pipes

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins.

  • FLOORING All Bed Rooms, Dinning-cum-Living, and would be finished with Ivory Vitrified tiles (24'' X 24'') flooring and 4'' skirting. Bath-room, Kitchen & Balcony would be finished with Ivory Ceramic tiles (12'' X 12'') flooring. The walls of the Toilets/Bathrooms would finish with white glazed tiles in 60'' height. Roof would be finished with roof tiles.

  • Pipelines Developer shall have no interest in the pipeline gathering system, which gathering system shall remain the sole property of Operator or its Affiliates and shall be maintained at their sole cost and expense.

  • Metalwork Section 2

  • Walls 12 Developer shall provide rustication patterns on all walls, except drainage headwalls, in Aesthetic 13 Area 3 in accordance with Exhibit L2.24 of the LAADCR. The final designs shall resemble these 14 simulations.

  • Welding Welding and use of cutting torches or cutoff saws will be permitted only in areas that have been cleared or are free of all material capable of carrying fire. Flammable debris and vegetation must be removed from within a minimum 10-foot radius of all welding and cutting operations. A shovel and a 5-gallon standard backpack water container filled and with handpump attached shall be immediately available for use in the event of a fire start. C8.212 – MARKET-RELATED CONTRACT TERM ADDITION (11/08). The term of this contract may be adjusted when a drastic reduction in wood product prices has occurred in accordance with 36 CFR 223.52. The Producer Price Index used to determine when a drastic reduction in price has occurred is stated in A20. Purchaser will be notified whenever the Chief determines that a drastic reduction in wood product prices has occurred. If the drastic reduction criteria specified in 36 CFR 223.52 are met for 2 consecutive calendar quarters, after contract award date, Contracting Officer will add 1 year to the contract term, upon Purchaser’s written request. For each additional consecutive quarter such a drastic reduction occurs, Contracting Officer will, upon written request, add an additional 3 months to the term during Normal Operating Season, except that no single 3-month addition shall extend the term of the contract by more than one year. Contracting Officer must receive Purchaser’s written request for a market-related contract term addition before the expiration of this contract. No more than 3 years shall be added to a contract's term by market-related contract term addition unless the following conditions are met:

  • Rippable Rock Rippable rock is defined as any material that can be ripped with a single-tooth hydraulic ripper drawn by a crawler tractor having a minimum draw bar pull rated at not less than 56,000 pounds (Caterpillar D-8K or equivalent) and occupies an original volume of at least one cubic yard.

  • Glazing All new and replacement exterior windows shall have sealed, low emmissivity, insulating glass units which are manufactured by members of SIGMA and IGCC. Sealed insulating glass shall meet ASTM E774, class B. Glass shall be hermetically dual sealed, inert gas filled, double pane units with exterior 3/16” bronze float glass (IoE second surface), ½” air space, and interior 3/16” clear float glass. Insulated panels, if used, shall be 1” laminated panels equal to Xxxxx Industries architectural panels with a porcelain fused-on finish. Wired or clear fire-rated glass shall be UL approved. Safety glass shall be tempered or laminated, and shall meet ANSI 297.1 standard.

  • Underground Utilities Any required ground digging or subsurface work shall be done in accordance with Chapter 556, Florida Statutes. It shall be the responsibility of CONTRACTOR to have all underground utilities located before any work begins (Sunshine State One Call 0-000-000-0000). The repairs of any damaged underground utilities as a result of the work being performed by CONTRACTOR shall be the responsibility of CONTRACTOR. The proper utility company shall be contacted immediately to expedite the repairs, if damage has occurred. CONTRACTOR will notify the COUNTY and provide a written explanation of the incident within two (2) days of the damage to any underground utilities.

  • Exterior and interior functional areas and spaces of the Project, with technical and equipment requirements on each;

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