38_Amend 0001 pg 2 3.docx
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- Solicitation number
- AG-9702-S-10-0107
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Amendment 0001 pages 2 3
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| Amendment 0002 page 1.pdf | ||
| Amendment 0002 pgs 2-4.doc | DOC document | |
| 38_Amend 0001 pg 2 3.doc | DOC document | |
| 38_Amendment 0001 page 1.pdf | ||
| 38_AG-9702-S-10-0107.doc | DOC document | |
| 35_KAISERBridge_sheet1_ Coversheet-Model.pdf | ||
| 35_KAISERBridge_sheet5_PavingDetails-Model.pdf | ||
| 35_KAISERBridge_sheet4_SitePlanDetais-Model.pdf | ||
| 35_KAISERBridge_sheet2_ VicinityMap-Model.pdf | ||
| 35_KAISERBridge_sheet6_TrafficSigns-Model.pdf | ||
| 35_KAISERBridge_sheet3_SitePlan-Model.pdf | ||
| 38_AG-9702-S-10-0107.doc | DOC document |
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Text version
AG-9702-S-10-0107 Amend 0001
Section B - Schedule of Items
| Item # |
| Description |
| MM |
| Unit of Issue |
| Quantity |
| Unit Price |
| Total Price |
| 1 |
| Quality Control & Quantity Measurement |
| LSQ |
| LS |
| 1 |
| 2 |
| Construction Staking |
| LSQ |
| LS |
| 1 |
| 3 |
| Excavation & Reconditioning of Existing Roadway |
| LSQ |
| LS |
| 1 |
| 4 |
| Mobilization |
| LSQ |
| LS |
| 1 |
| 5 |
| Hot Bituminous Plant Mix - Hot Bituminous Plant Mix, Asphalt concrete - 3/4 inch Aggregate |
| AQ |
| Ton |
| 250 |
| 6 |
| Asphalt Concrete Curb (Spillways are Incidential to Asphalt Curb Placement) |
| AQ |
| LF |
| 400 |
| 7 |
| Painted Traffic Markings (includes centerline and edge) |
| LSQ |
| LS |
| 1 |
| 8 |
| Aggregate Surface Course |
| AQ |
| Ton |
| 50 |
| 9 |
| Class II Ripap |
| AQ |
| CY |
| 2 |
Total
Note: Items 5 and 6: Payment is based on actual quantity used.
Standard Specifications for Construction of Bridges on Federal Highway Projects, FP-O3 and Supplemental Specifications, http://flh.fhwa.dot.gov/resources/pse/specs/fp-03/fp-03usc.pdf
52.211-18 -- Variation in Estimated Quantity.
As prescribed in 11.703(c), insert the following clause in solicitations and contracts when a fixed-price construction contract is contemplated that authorizes a variation in the estimated quantity of unit-priced items:
Variation in Estimated Quantity (Apr 1984) If the quantity of a unit-priced item in this contract is an estimated quantity and the actual quantity of the unit-priced item varies more than 15 percent above or below the estimated quantity, an equitable adjustment in the contract price shall be made upon demand of either party. The equitable adjustment shall be based upon any increase or decrease in costs due solely to the variation above 115 percent or below 85 percent of the estimated quantity. If the quantity variation is such as to cause an increase in the time necessary for completion, the Contractor may request, in writing, an extension of time, to be received by the Contracting Officer within 10 days from the beginning of the delay, or within such further period as may be granted by the Contracting Officer before the date of final settlement of the contract. Upon the receipt of a written request for an extension, the Contracting Officer shall ascertain the facts and make an adjustment for extending the completion date as, in the judgment of the Contracting Officer, is justified.
(End of Clause)
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