Annexes The Annexes form an integral part of this Agreement.
Schedules etc References to this Agreement shall include any Recitals and Schedules to it and references to Clauses and Schedules are to Clauses of, and Schedules to, this Agreement. References to paragraphs and Parts are to paragraphs and Parts of the Schedules.
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 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. 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". 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.
REFERENCE TABLE Trust Indenture Act of 1939 Indenture Section Section ------- ------- 310(a).........................................................................................................6.11 310(b).........................................................................................................6.11 310(c).........................................................................................................N.A. 311(a).........................................................................................................6.12 311(b).........................................................................................................6.12 311(c).........................................................................................................N.A. 312(a)...................................................................................................7.01, 7.02 312(b).........................................................................................................7.02 312(c).........................................................................................................7.02 313(a).........................................................................................................7.04 313(b).........................................................................................................7.04 313(c).........................................................................................................7.04 314(a).........................................................................................................7.03 314(b)...................................................................................................3.05, 7.03 314(c)........................................................................................................11.01 314(d)........................................................................................................11.01 314(e)........................................................................................................11.01 314(f).........................................................................................................N.A. 315(a).........................................................................................................6.01 315(b).........................................................................................................6.05 315(c).........................................................................................................6.01 315(d).........................................................................................................6.01 315(e).........................................................................................................5.14 316(a)...................................................................................................2.07, 5.04 316(b).........................................................................................................9.02 316(c).........................................................................................................N.A. 317(a).........................................................................................................5.03 317(b).........................................................................................................3.03 318(a)........................................................................................................
Amendments, Supplements, Etc At any time this Agreement may be amended or supplemented by such additional agreements, articles or certificates, as may be determined by the parties hereto to be necessary, desirable or expedient to further the purposes of the Agreement, or to clarify the intention of the parties hereto, or to add to or modify the covenants, terms or conditions hereof or to effect or facilitate any governmental approval or acceptance of this Agreement or to effect or facilitate the filing or recording of this Agreement or the consummation of any of the transactions contemplated hereby. Any such instrument must be in writing and signed by all parties.
Headings and Table of Contents The inclusion of headings and a table of contents in this Agreement are for convenience of reference only and will not affect the construction or interpretation hereof.
CROSS-REFERENCE TABLE TIA Section Indenture Section
Headings; Table of Contents The headings of the sections of this Agreement and the table of contents have been inserted for convenience of reference only and shall not be deemed a part of this Agreement.
Captions; Table of Contents The captions or headings in this Agreement and the Table of Contents are for convenience only and in no way define, limit or describe the scope and intent of any provisions of this Agreement.
SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" 1 Panes not exceeding 0,1 m2 m2 3 SMD2 Bill No. 11 GLAZING Item No Quantity Rate Amount SECTION 3 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 7 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 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 SMD2 Bill No. 12 PAINTWORK BVI CONSULTING ENGINEERS R SECTION SUMMARY - SMD2 1 EARTHWORKS 60 2 CONCRETE,FORMWORK AND REINFORCEMENT 62 3 MASONRY 65 4 WATERPROOFING 66 5 ROOF COVERINGS 68 6 CARPENTRY AND JOINERY 70 7 IRONMONGERY 72 8 METALWORK 73 9 PLASTERING 74 10 PLUMBING AND DRAINAGE 77 12 PAINTWORK 79 Carried to Final Summary Section No. 3 SMD2 BVI CONSULTING ENGINEERS Amount R No SECTION 4 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 103 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 103 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 24 4 Pit m3 42 5 For aprons thickenning m3 5 Extra over trench and hole excavations in earth for excavation: 6 Soft rock m3 71 7 Hard rock m3 71 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 53 Carried Forward Section No. 4 MD6 Xxxx Xx. 1 EARTHWORKS BVI CONSULTING ENGINEERS R 9 Sides of trench and hole excavation not exceeding 1,5m deep. m2 112 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 12 12 Backfilling to trenches, holes, etc. m3 13 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 39 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 33 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 54 16 Modified AASHTO Density tests No 5 Section No. 4 MD6 Bill No. 1 EARTHWORKS 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 39 18 To bottom of concrate aprons m2 54 19 To bottoms and sides of trenches, etc. m2 92 MD6 Bill No. 1 EARTHWORKS