MODEL PREAMBLES The tenderer is referred to the "Model Preambles for Trades 2008" for supplementary and comprehensive expansion of descriptions, appropriate provision for which shall be deemed to have been included in all relevant rates SUPPLEMENTARY PREAMBLES Proprietary products in descriptions: Proprietary products shall be used as specified. Substitute products of similar quality and specification may only be used with prior approval by the Principal Agent. Nature of material to be excavated: The material to be excavated is assumed to be predominantly of a composition that will allow excavation in "earth" as specified, but including a percentage of excavation in "soft rock" and "hard rock". Carting away of excavated material: Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations, or alternatively, from stock piles situated on the building site. Carried to Collection R
PREAMBLE The parties agree that this article constitutes the method and procedure for a final and conclusive settlement of any dispute (hereinafter referred to as "the grievance") respecting the interpretation, application, operation or alleged violation of this Collective Agreement, including a question as to whether a matter is arbitrable.
Introductory Paragraph—Original THIS GUARANTY (this “Guaranty”), dated as of , 20 , is made by (the “Guarantor”), a organized and existing under the laws of , in favor of Ameren Illinois Company d/b/a Ameren Illinois (the “Guaranteed Party”), a corporation organized and existing under the laws of the State of Illinois. Terms not defined herein shall have the meanings given to them in the [ ] dated , 20 (as amended, modified or extended from time to time, the “Agreement”), between the Guaranteed Party and , a organized and existing under the laws of (the “Counterparty”). This Guaranty is made by Guarantor in consideration for, and as an inducement for the Guaranteed Party to enter into, the Agreement with the Counterparty. Guarantor, subject to the terms and conditions hereof, hereby unconditionally, irrevocably and absolutely guarantees to the Guaranteed Party the full and prompt payment and performance when due, subject to any applicable grace period, of all payment obligations of the Counterparty to the Guaranteed Party arising out of the Agreement. Without limiting the generality of the foregoing, Guarantor further agrees as follows:
Incorporation of Preamble and Recitals The Preamble and Recitals of this Agreement are incorporated into the terms and conditions of this Agreement and made a part thereof.
Preamble and Definitions 1.1 The preamble to this agreement constitutes an integral part hereof.
Second Schedule Second Schedule THIS AGREEMENT under seal made the twenty-seventh day of October One thousand nine hundred and sixty-four BETWEEN THE HONOURABLE XXXXX XXXXX, M.L.A. Premier and Treasurer of the State of Western Australia acting for and on behalf of the said State and instrumentalities thereof from time to time (hereinafter called “the State”) of the one part and HAMERSLEY IRON PTY. LIMITED a company incorporated under the Companies Xxx 0000 of the State of Victoria and having its registered office and principal place of business in that State at 00 Xxxxxxx Xxxxxx Melbourne and its registered office in the State of Western Australia at 37 Saint George’s Terrace Perth (hereinafter called “the Company” which expression will include the successors and assigns of the Company including where the context so admits the assignees and appointees of the Company under clause 20 of the agreement hereinafter referred to) of the other part.
Introductory Period The first 120 calendar days of continuous employment with the employer shall be considered an introductory period. During or at the conclusion of the introductory period, the Employer may decide to terminate the employment relationship for any reason without notice or pay in lieu of notice, and such termination shall not be subject to the grievance procedure. The introductory period, with mutual agreement between the Employer and the Union, may be an extended for up to 60 additional days.
Introductory Provisions 1.1.On December 3, 2019, the Contracting Parties entered into the Standard License Agreement which defines the conditions of cooperation and rights and duties of the Contracting Parties while providing defined Licensed Materials (hereinafter referred to as the “Agreement”). Agreement was published in the Register of Contracts on December 3, 2019 with the ID of contract 10182200. 10.1 of the Agreement. Amendment does not change the original Agreement in any other way than by adjusting the aforementioned date. The Prices and other terms and conditions remain unchanged.
SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 3 Carried Forward to Summary of Section No. 3 R Section No. 3 SMD1 Bill No. 11 GLAZING BVI CONSULTING ENGINEERS Amount Item No SECTION 3 Quantity Rate Amount BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 3 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 3 Carried Forward to Summary of Section No. 3 Section No. 3 SMD1 Bill No. 12 PAINTWORK BVI CONSULTING ENGINEERS R SECTION SUMMARY - SMD1 Bill No Page No 1 EARTHWORKS 61 2 CONCRETE,FORMWORK AND REINFORCEMENT 63 3 MASONRY 66 4 WATERPROOFING 67 5 ROOF COVERINGS 69 6 CARPENTRY AND JOINERY 71 7 IRONMONGERY 73 8 METALWORK 74 9 PLASTERING 75 10 PLUMBING AND DRAINAGE 78 11 GLAZING 79 12 PAINTWORK 80 Carried to Final Summary Section No. 3 SMD1 BVI CONSULTING ENGINEERS Amount R Item No SECTION 4 Quantity Rate Amount BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 73 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 73 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 18 4 Pit m3 27 5 For aprons thickenning m3 4 Extra over trench and hole excavations in earth for excavation: 6 Soft rock m3 49 7 Hard rock m3 49 Extra over all excavations for carting away: 8 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 35 Carried Forward Section No. 4 MD3 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 9 Sides of trench and hole excavation not exceeding 1,5m deep. m2 82 Keeping excavations free of water: 10 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 11 Under floors, steps, pavings, etc. m3 7 12 Backfilling to trenches, holes, etc. m3 9 Compaction of surfaces: 13 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 25 14 Compaction of ground surface to pits etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 20 15 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 44 Prescribed density tests on filling: 16 Modified AASHTO Density tests No 5 SOIL POISONING Carried Forward R Section No. 4 MD3 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS Brought Forward R Soil insecticide: 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 25 18 To bottom of concrate aprons m2 44 19 To bottoms and sides of trenches, etc. m2 69 Carried Forward to Summary of Section No. 4 R Section No. 4 MD3 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS R Amount
Recitals Incorporated The recitals of this Agreement are incorporated herein and made a part hereof.
