Supplementary Letter Sample Clauses

Supplementary Letter. The University and the Union agree that whenever practicable the tuition scholarship payments should disburse sufficiently promptly as not to adversely affect loan disbursement. The University and the Union will work together towards achieving this goal. March 25, 2015 Xx. Xxxx Xxxxxx, Lead Negotiator GEOC-AFT, Local 6123 0000 Xxxxxxxx Xxxxxx, Suite 3301 Detroit, MI 48202 Dear Xx. Xxxxxx: It is agreed that, at the conclusion of the current contract negotiations, a 2N committee shall be formed to review issues regarding international graduate assistants whose performance of teaching or staff duties is delayed or impeded by immigration proceedings in their respective home nations. The committee shall comprise three (3) members selected by the Union and three (3) members selected by the University. Meeting times and locations will be determined by mutual agreement of the committee members. The committee shall submit a report of its findings to the Union and University no later than December 15, 2015. Sincerely yours, Xxxx X. Xxxxxx Weg Associate Xxxxxxx and Associate Vice President for Academic Personnel June 29, 2015 Xx. Xxxx Xxxxxx, Lead Negotiator GEOC-AFT, Local 6123 0000 Xxxxxxxx Xxxxxx, Suite 3301 Detroit, MI 48202 Dear Xx. Xxxxxx: It is agreed that, at the conclusion of the current contract negotiations, a 3N committee shall be formed to review issues regarding child care and the provision of child care on campus. The committee shall comprise three (3) members selected by the Union, three (3) members selected by the Academic Senate, and three (3) members selected by the University. Each party shall name one of its members as a co-chair of the 3N committee. Meeting times and locations will be determined by mutual agreement of the committee members. Sincerely yours, Xxxx X. Xxxxxx Weg Associate Xxxxxxx and Associate Vice President for Academic Personnel March 25, 2015 Xx. Xxxx Xxxxxx, Lead Negotiator GEOC-AFT, Local 6123 0000 Xxxxxxxx Xxxxxx, Suite 3301 Detroit, MI 48202 Dear Xx. Xxxxxx: It is agreed that the GEOC-AFT, Local 6123, shall withdraw the Grievance it filed over the SEVIS Fee provisions of Article XVII of the Collective Bargaining Agreement on September 30, 2013, and such withdrawal shall be made with prejudice. In return, it is agreed that the University and GEOC-AFT, Local 6123, shall establish a joint fund in which both parties shall make one-time deposits in the amount of one thousand one hundred dollars ($1,100). This account shall be adm...
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Supplementary Letter. Annex 1: CSE Compensation System C O L L E C T I V E A G R E E M E N T BETWEEN: ATOMIC ENERGY OF CANADA LIMITED a Company defined in the Atomic Energy Control Act, hereinafter called “The Company” - and THE PROFESSIONAL INSTITUTE OF THE PUBLIC SERVICE OF CANADA in respect of the CHALK RIVER PROFESSIONAL EMPLOYEES GROUP (CRPEG) representing certain employees of the Company, hereinafter called “The Institute”. The Company and the Institute agree as follows:
Sample 1

Related to Supplementary Letter

  • Supplementary Terms Other Contributions

  • Supplementary Provisions 15.1 This Agreement is executed in two original copies and each Party shall keep one.

  • SUPPLEMENTARY PREAMBLES Cost of tests The costs of making, storing and testing of concrete test cubes as required under clause 7 "Tests" of SABS 1200 G shall include the cost of providing cube moulds necessary for the purpose, for testing costs and for submitting reports on the tests to the architect. The testing shall be undertaken by an independent firm or institution nominated by the contractor and to the approval of the architect. (Test cubes are measured separately) Breeze concrete shall consist of twelve parts clean dry furnace ash, free from coal or other foreign matter, to one part cement (12:1), the ash graded up to particles which will pass a 16,5mm ring from a minimum which fails to pass a 4,75mm mesh. The finer materials from the screening are to be first mixed with the cement into a mortar and the ash added afterwards and thoroughly incorporated Formwork Description 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 Carried Forward R Amount Brought Forward R 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 Formworks to soffits of solid slabs etc shall be deemed to be slabs not exceeding 250mm thick unless otherwise described Formwork to soffits of slabs, beams, etc shall be deemed to be propped up exceeding 1,5m and not exceeding 3,5m high 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" UNREINFORCED CONCRETE 20MPa/19mm concrete 1 Surface beds m3 2 Surface beds cast in panels on waterproofing. m3 3 Aprons cast in panels to falls m3 4 Ramps m3 5 Extra over concrete for thickening size 150mm deep 200mm top and tapering to 100mm at bottom including all excavation to 100mm backfilling etc. m REINFORCED CONCRETE 25MPa/19mm concrete 6 Slabs including beams and inverted beams m3 CONCRETE SUNDRIES 102 6 Carried Forward R Brought Forward R Finishing top surfaces of concrete smooth with a steel trowel 7 Surface beds, slabs, etc 8 Ramp to falls Finishing top surfaces of concrete smooth with a wood float 9 Surface beds, slabs, etc 10 Aprons to falls FORMWORK ROUGH FORMWORK (DEGREE OF ACCURACY II) Rough formwork to sides 11 Edges, risers, ends and reveals not exceeding 300mm high or wide SMOOTH FORMWORK (DEGREE OF ACCURACY II) Smooth formwork to soffits 12 Slabs TEST CUBES 13 Allow for preparing a set of three concrete strength test cubes, each size 150 x 150 x 150mm, sending them to an approved Testing Laboratory for testing and paying all charges in connection therewith. (Provisional)

  • Supplementary Vacation The supplementary vacations as set out below are to be banked on the outlined supplementary vacation employment anniversary date and taken at the Employee’s option at any time subsequent to the current supplementary vacation employment anniversary date but prior to the next supplementary vacation employment anniversary date.

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