Elementary Planning Time [a] All elementary schools will allow for teacher planning and collaboration time one (1) day each week, as approved by the Board, by shortening that day and proportionately lengthening the remaining days in the week. In the event that the early-out day falls on a holiday, no early-out planning time will be provided for that week. [b] The planning time is to be used for individual or group planning activities. Exceptions such as faculty meetings, training or other routine school activities shall be agreed upon by the JSSC. [c] The total time for students to be in the class shall meet the state requirements and the total teacher time shall meet contract obligations.
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
Supplementary Labour (a) If the Employer wishes to engage supplementary labour to perform work performed by its Employees under this Agreement, the Employer must first consult in good faith with the affected Employees.
Supplementary Agreements II.13.1 Any amendment to the grant conditions must be the subject of a written supplementary agreement. No oral agreement may bind the parties to this effect.
Flexible Work Schedules (a) Academic Professional staff members throughout the University may have, as indicated below, flexible work schedules. For example, Academic Professionals often travel on University business and/or work evenings and weekends. A flexible work schedule is defined as having established working hours different from the standard 8:00 a.m. to 5:00 p.m. Monday through Friday schedule, to be followed by an employee for an agreed upon period of time.
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.
Supplementary Terms Other Contributions
Supplementary Card a card which is issued by the Bank to the client and/or other person nominated by the client and which is linked to the existing card account of the client;
Supplementary Agreement The parties stipulate and agree that the escrow provisions in this Section 6(b) (Escrow Establishment) of Attachment B (Facility Owned by Seller) and the Source Code Escrow Agreement and Proceeds Escrow Agreement are "supplementary agreements" as contemplated in Section 365(n)(1)(B) of the Code. In any voluntary or involuntary bankruptcy proceeding involving Seller, failure by Company to assert its rights to "retain its rights" to the intellectual property encompassed by the Source Code or the funds in the Proceeds Escrow, pursuant to Section 365(n)(1)(B) of the Code, under an executory contract rejected in a bankruptcy proceeding, shall not be construed as an election to terminate the contract by Company under Section 365(n)(1)(A) of the Code.
Supplemental Work Authorizations Before additional work may be performed or additional costs incurred, a change in a work authorization shall be enacted by a written supplemental work authorization in the form identified and attached hereto as Attachment D. Both parties must execute a supplemental work authorization within the period of performance specified in the work authorization. The State shall not be responsible for actions by the Engineer or any costs incurred by the Engineer relating to additional work not directly associated with the performance or prior to the execution of the work authorization. The Engineer shall allow adequate time for review and approval of the supplemental work authorization by the State prior to expiration of the work authorization. Any supplemental work authorization must be executed by both parties within the time period established in Article 2 of the contract, (Contract Period). Under no circumstances will a work authorization be allowed to extend beyond the contract's expiration date or will the total amount of funds exceed the maximum amount payable set forth in Article 3A of the contract (Compensation).
