ROUGHING-IN CARPENTRY WORK Sample Clauses

ROUGHING-IN CARPENTRY WORK. The piecework rate for roughing-in carpentry work shall be not less than as outlined per square foot, herein as follows: Houses less than House from feet to May forty (40) cents (35) cents f May (41) cents (36) cents May (43) cents (38) cents Houses more than feet thirty
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ROUGHING-IN CARPENTRY WORK. ROUGHING IN FOR HOUSES, TOWNHOUSE & SEMI-DETACHED HOMES July 26, 2010 May 1, 2011 May 1, 2012 Less than 1200 square feet $0.68 $0.69 $0.71 1201 to 1600 square feet $0.66 $0.67 $0.69 1601 to 2400 square feet $0.59 $0.60 $0.61 2401 square feet and over $0.52 $0.53 $0.54 **NOTE: BASE RATE FOR ROUGHING INCLUDES ALL NECESSARY PREPARATORY WORK ROUGHING IN BUNGALOWS July 26, 2010 May 1, 2011 May 1, 2012 Less than 1600 square feet $0.48 $0.49 $0.50 More than 1601 square feet $0.42 $0.42 $0.43 FOOTINGS FOOTINGS FOR 2 STOREY HOMES (MINIMUM RATES) July 26, 2010 May 1, 2011 May 1, 2012 Less than 1600 square feet $210.12 $214.26 $218.40 1601 to 2400 square feet $240.13 $244.86 $249.59 Over 2400 to 3000 square feet $252.14 $257.10 $262.07 July 26, 2010 May 1, 2011 May 1, 2012 Less than 1600 square feet $240.13 $244.86 $249.59 1601 to 2400 square feet $276.15 $281.59 $287.03 Over 2400 to 3000 square feet $300.17 $306.08 $312.00 Over 3000 square feet would be negotiated FOOTINGS FOR BUNGALOWS (MINIMUM RATES) July 26, 2010 May 1, 2011 May 1, 2012 Less than 1200 square feet $168.09 $171.41 $174.72 1200 to 1600 square feet $180.10 $183.65 $187.20 Over 1600 to 2000 square feet $186.10 $189.77 $193.43 Over 3000 square feet would be negotiated FOOTINGS FOR TOWNHOUSES/SEMI-DETACHED Over 2000 square feet would be negotiated

Related to ROUGHING-IN CARPENTRY WORK

  • Dirty Work Where an employee and their supervisor agree that work (other than ship repair work) is of an unusually dirty or offensive nature, the employee shall be entitled to 43 cents per hour extra. Where an employee and their supervisor agree that certain ship repair work is of an unusually dirty or offensive nature, the employee shall be entitled to 58 cents per hour extra.

  • Drawings and Specifications at the Project Site The Contractor shall keep at the Site at least one copy of the Contract Documents and Change Orders, all in good order and available to the Design Professional and to his representatives.

  • Extra Work At any time during the Term of this Agreement, City may request that Consultant perform Extra Work. As used herein, “Extra Work” means any work which is determined by City to be necessary for the proper completion of the Project, but which the Parties did not reasonably anticipate would be necessary at the execution of this Agreement. Consultant shall not perform, nor be compensated for, Extra Work without written authorization from City’s Representative.

  • Formwork Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. Carried to Collection R Amount Item Quantity Rate Amount No REINFORCED CONCRETE 25 MPa/19mm Concrete: 14 Base slabs. m3 7 15 Suspended Slabs. m3 7 TEST BLOCKS Test blocks: 16 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional). No 4 FINISHING TOP SURFACE OF CONCRETE Finishing top surfaces of concrete with a wood float: 17 Base slabs, etc m2 36 Finishing top surfaces of concrete smooth with steel float: 18 Suspended slab, etc m2 36 ROUGH FORMWORK (DEGREE OF ACCURACY II) Rough Formwork to Sides: 19 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Smooth Formwork to Sides: 20 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Fabric reinforcement:

  • SCOPE OF ARCHITECT’S BASIC SERVICES 3.1 The Architect’s Basic Services consist of those described in this Article 3 and include usual and customary structural, mechanical, and electrical engineering services. Services not set forth in this Article 3 are Supplemental or Additional Services.

  • Contractor’s Submittals The Contract shall submit with reasonable promptness consistent with the Work Project Schedule and in orderly sequence all Shop Drawings, Samples, or other information required by the Contract Documents, or subsequently required by Change Order. Prior to submitting, the Contractor shall review each submittal for compliance with the Contract Documents and certify its approval by an approval stamp affixed to each copy. Submittal data presented without the Contractor’s certification will be returned without review or comment, and any delay resulting from such certification is the Contractor's responsibility.

  • School Improvement Plans The School shall develop and implement a School Improvement Plan as required by section 1002.33(9)(n), Florida Statutes and applicable State Board of Education Rules or applicable federal law.

  • Metalwork Section 2

  • Shiftwork 38.1 Shift Penalties (Excluding Home Care Classifications)

  • STOP WORK (a) SELLER shall stop Work for up to ninety (90) days in accordance with any written notice received from LOCKHEED XXXXXX, or for such longer period of time as the parties may agree and shall take all reasonable steps to minimize the incurrence of costs allocable to the Work during the period of Work stoppage.

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