Supplementary Quantity Option Charge Sample Clauses

Supplementary Quantity Option Charge. The User shall pay the Supplementary Quantity Option Charge as defined in the Sixth Schedule;and
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Supplementary Quantity Option Charge. When applied the Supplementary Quantity Option Charge is calculated as follows: SQO _C = SQOQ × 1000 × (Trans _Tariff × SQO _ F )

Related to Supplementary Quantity Option Charge

  • Initial Payment - Transportation Charge Minimum Component Payments by the Agency under the minimum operation, maintenance, power, and replacement component of the Transportation Charge shall commence for each aqueduct reach in the year following the year in which construction of that reach is completed.

  • PAYMENT TERMS/PRE-PAYMENT/QUANTITY DISOUNTS If discounts for accelerated payment, pre-payment, progress payment, or quantity discounts are offered, they must be clearly indicated in the Contractor’s submission prior to contract award. The applicability or acceptance of these terms is at the discretion of the Customer.

  • Additional Quantities For a period not exceeding ninety (90) days from the date of solicitation award, the Customer reserves the right to acquire additional quantities up to the amount shown on the solicitation but not to exceed the threshold for Category Two at the prices submitted in the response to the solicitation.

  • Rental Rates and Wage Rates for Change Orders As soon as is practical, but prior to the completion of the Construction Preparation Period and in any event prior to the commencement of any Work on the Site, the Contractor shall submit in accordance with the style and format of a specimen to be furnished by the Owner for consideration of the Owner the following: (1) a proposal for rental rates on heavy construction equipment that shall apply in the event Change Order Work is performed, and (2) a proposal for wage rates for the types of project labor that shall apply in the event of the execution of any Change Order Work. Under penalty of false swearing, a principal of the contracting firm shall certify that the proposal for rental rates and proposal for wage rates do not exceed current costs for like services. The Owner will in no event consider a rental rate in excess of eighty percent of the rate set forth in the latest edition of the "Compilation of Nationally Averaged Rental Rates for Construction Equipment" of the Associated Equipment Distributors unless the rates proposed in excess of eighty percent are supported by proof satisfactory to the Owner that the excess rates are reasonable. If the equipment is owned by the Contractor the costs shall be charged at a maximum of eighty percent of market monthly rental rates for the amount of time used. If applicable, transportation costs may be included. The decision of the Owner shall be final, binding and conclusive on all parties. Rental rates shall be payable only for the actual time the equipment is required on the Site.

  • 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

  • PRICE ESCALATION/DE-ESCALATION (CPI) The County may allow a price escalation provision within this award. The original contract prices shall be firm for an initial one (1) year period. A price escalation/de-escalation will be considered at one (1) year intervals thereafter, provided the Contractor notifies the County, in writing, of the pending price escalation/de-escalation a minimum of sixty (60) days prior to the effective date. Price adjustments shall be based on the latest version of the Consumers Price Index (CPI-U) for All Urban Consumers, All Items, U.S. City Average, non-seasonal, as published by the U.S. Department of Labor, Bureau of Labor Statistics. This information is available at xxx.xxx.xxx. Price adjustment shall be calculated by applying the simple percentage model to the CPI data. This method is defined as subtracting the base period index value (at the time of initial award) from the index value at time of calculation (latest version of the CPI published as of the date of request for price adjustment), divided by the base period index value to identify percentage of change, then multiplying the percentage of change by 100 to identify the percentage change. Formula is as follows: Current Index – Base Index / Base Index = % of Change % of Change x 100 = Percentage Change CPI-U Calculation Example: CPI for current period 232.945 Less CPI for base period 229.815 Equals index point change 3.130 Divided by base period CPI 229.815 Equals 0.0136 Result multiplied by 100 0.0136 x 100 Equals percent change 1.4% A price increase may be requested only at each time interval specified above, using the methodology outlined in this section. To request a price increase, Contractor shall submit a letter stating the percentage amount of the requested increase and adjusted price to the Orange County Procurement Division. The letter shall include the complete calculation utilizing the formula above, and a copy of the CPI-U index table used in the calculation. The maximum allowable increase shall not exceed 4%, unless authorized by the Manager, Procurement Division. All price adjustments must be accepted by the Manager, Procurement Division and shall be memorialized by written amendment to this contract. No retroactive contract price adjustments will be allowed. Should the CPI-U for All Urban Consumers, All Items, U.S City Average, as published by the U.S. Department of Labor, Bureau of Labor Statistics decrease during the term of the contract, or any renewals, the Contractor shall notify the Orange County Procurement Division of price decreases in the method outlined above. If approved, the price adjustment shall become effective on the contract renewal date. If the Contractor fails to pass the decrease on to the County, the County reserves the right to place the Contractor in default, cancel the award, and remove the Contractor from the County Vendor List for a period of time deemed suitable by the County. In the event of this occurrence, the County further reserves the right to utilize any options as stated herein.

  • Contract Quantity The Contract Quantity during each Contract Year is the amount set forth in the applicable Contract Year in Section D of the Cover Sheet (“Delivery Term Contract Quantity Schedule”), which amount is inclusive of outages.

  • Payment of Supplementary Xxxx 10.7.1 SPD may raise a ("Supplementary Xxxx") for payment on account of:

  • PRICING for Markup of Non-Prepriced Items in RS Means Unit Price Book What is your proposed Markup Percentage on materials not found in the RS Means Price Book? If any materials being utilized for a project cannot be found in the RS Means Price Book, this question is what is the markup percentage on those materials? When answering this question please insert the number that represents your percentage of proposed markup. Example: if you are proposing a 30 percent markup, please insert the number "30". Remember that this is a ceiling markup. You may markup a lesser percentage to the TIPS Member customer when pricing the project, but not a greater percentage. EXAMPLE: You need special materials that are not in the RS Means Unit Price Book for a project. You would buy the materials and mark them up to the TIPS Member customer by the percentage you propose in this question. If the materials cost you, the contractor, $100 and you proposed a markup on this question for the material of 30 percent, then you would charge the TIPS Member customer $130 for the materials.

  • SUPPLEMENTARY PAYMENTS These Supplementary Payments are subject to the terms of the Principal Coverages and they do not increase the limit of liability stated for the principal coverages except: Claims and Defense Expense Coverage.

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