Excavation Quantity Unit Unit Price Extension Sample Clauses

Excavation Quantity Unit Unit Price Extension. 111 8" - 12" Point repair ( 0'- 8' deep ) 1 EA $4,250.00 $4,250.00 112 8" - 12" Point repair ( 8'- 12' deep) 1 EA $4,750.00 $4,750.00 113 15" - 18" Point repair ( 0'-8' deep) 1 EA $5,200.00 $5,200.00 114 15" - 18" Point repair ( 8'-12' deep) 1 EA $5,950.00 $5,950.00 115 21" - 24" Point repair ( 0'-8' deep) 1 EA $6,500.00 $6,500.00 116 21" - 24" Point repair ( 8'-12' deep) 1 EA $7,500.00 $7,500.00 117 8" - 12" Point repair extra length 1 LF $150.00 $150.00 118 15" - 18" Point repair extra length 1 LF $250.00 $250.00 119 21" - 24" Point repair extra length 1 LF $400.00 $400.00 120 External reconnect ( 0'- 8' deep) 1 EA $1,250.00 $1,250.00 121 External reconnect ( 8'- 12' deep) 1 EA $1,750.00 $1,750.00 122 Extra length service over 5' long 1 LF $45.00 $45.00 123 Access Pit (0'-8' deep) 1 EA $2,500.00 $2,500.00 124 Access Pit (8'-12' deep) 1 EA $4,000.00 $4,000.00 125 Access Pit (>12'-15' deep) 1 EA $25,000.00 $25,000.00 126 Access Pit (>15'-20' deep) 1 EA $40,000.00 $40,000.00 127 Extra Depth Access Pit (>20VF) 1 VF $5,000.00 $5,000.00 128 Potholing for Nearby Utility Location (0'-8' deep up to 4Hr duration) 1 EA $1,500.00 $1,500.00 129 Potholing for Nearby Utility Location (8'-12' deep up to 4Hr duration) 1 EA $2,000.00 $2,000.00 130 Potholing for Nearby Utility Location (>12' deep up to 4Hr duration) 1 EA $3,000.00 $3,000.00 131 Trench safety 1 LF $10.00 $10.00 132 Modified Trench safety (other than conventional shore boxes) 1 VF $500.00 $500.00 133 Install New 4' DIA manhole 0' - 6' deep 1 EA $5,000.00 $5,000.00 134 Extra depth 4' DIA manhole over 6' deep 1 VF $450.00 $450.00 135 Install WW Access Chamber 1 EA $5,000.00 $5,000.00 136 Remove existing MH 0'-6' deep 1 EA $2,500.00 $2,500.00 137 Extra depth Remove existing MH >6' deep 1 VF $500.00 $500.00 Cured In Place Pipe (CIPP) for Pipeline Rehabilitation - Proposal #555-18 138 Reconstruct external MH drop 1 EA $7,500.00 $7,500.00 139 Cement stabilized sand 1 Ton $50.00 $50.00 140 Granular backfill 1 Ton $45.00 $45.00 141 Flowable Fill 1 CY $125.00 $125.00 142 Select backfill as designated by Owner 1 Ton $75.00 $75.00 143 Dewatering setup (well pointing) 1 EA $10,000.00 $10,000.00 144 Well point 1 LF $750.00 $750.00 145 Construction entrance 1 EA $5,000.00 $5,000.00 146 Install/Remove crushed rock road w/ filter fabric 15' wide 1 LF $75.00 $75.00 147 Extra hand excavation 1 CY $75.00 $75.00 148 4" to 8" Open Cut Replacement (0'-6' deep) 1 LF $200.00 $200.00 149 10" to 12" Open Cut Replacement (0'-6' deep) ...
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Related to Excavation Quantity Unit Unit Price Extension

  • Unit Price Work Work to be paid for on the basis of unit prices as defined and described in the Contract Documents. A percentage markup for overhead or profit shall be included in all unit prices.

  • 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.

  • ESTIMATED / SPECIFIC QUANTITY CONTRACTS Estimated quantity contracts, also referred to as indefinite delivery / indefinite quantity contracts, are expressly agreed and understood to be made for only the quantities, if any, actually ordered during the Contract term. No guarantee of any quantity is implied or given. With respect to any specific quantity stated in the contract, the Commissioner reserves the right after award to order up to 20% more or less (rounded to the next highest whole number) than the specific quantities called for in the Contract. Notwithstanding the foregoing, the Commissioner may purchase greater or lesser percentages of Contract quantities should the Commissioner and Contractor so agree. Such agreement may include an equitable price adjustment.

  • Unit Price Unless the bidder clearly indicates that the price is based on consideration of being awarded the entire lot and that an adjustment to the price was made based on receiving the entire bid, any difference between the unit price correctly extended and the total price shown for all items shall be offered shall be resolved in favor of the unit price.

  • C1 Contract Price C1.1 In consideration of the Contractor’s performance of its obligations under the Contract, the Authority shall pay the Contract Price in accordance with clause C2 (Payment and VAT).

  • CONTRACT PRICE/PRICE LIMITATION/ PAYMENT 5.1 The contract price, method of payment, and terms of payment are identified and more particularly described in EXHIBIT C which is incorporated herein by reference.

  • 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.

  • 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.

  • VARIATION IN QUANTITY The state assumes no liability for commodities produced, processed or shipped in excess of the amount specified herein.

  • ESTIMATED QUANTITIES 1.1 The quantities set forth in the line items and specification document are approximate and represent the estimated requirements for the contract period.

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