SUPPLEMENT TO PARAGRAPH. 11.1, CONTRACTOR’S LIABILITY INSURANCE Delete Sub-subparagraphs 11.1.1, 11.1.2, 11.1.3, entirely. Amend 11.1.1.4. by substituting “within ten (10) business days for “within three (3) business days”.
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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.
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:
Master Definitions Supplement All terms and expressions used in this Agreement shall have the same meaning as those contained in the Master Definitions Supplement to the CAISO Tariff.
Additional Defined Terms As used herein, the following defined terms shall have the following meanings with respect to the Notes only:
Incorporation of Recitals The recitals hereto are incorporated herein as part of this Agreement.
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.
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
Additional Description If any additional information would help describe the property, include it here. Step 3 – Identify Lease Term 7.
Other Definitional Provisions (a) All terms defined in this Agreement shall have the defined meanings when used in any certificate or other document made or delivered pursuant hereto unless otherwise defined therein.
Variation of Principal Agreement The Principal Agreement is varied as follows:
