Attach 11_Project 1_3052.xlsx
XLSX spreadsheet 17 KB Posted
- Attached to
- PKAA Pavements IDIQ (Construction) Federal contract opportunity
- Solicitation number
- FA461324R0002
About this file
This document includes details for a federal contract solicitation for pavement projects. The solicitation number is FA461324R0002 and is seeking contractors to provide base and missile field pavement projects between 2024 and 2029 under an Indefinite Delivery, Indefinite Quantity contract valued between $5 million and $10 million. All questions regarding the solicitation are due by March 12, 2024 at 10:00 AM Mountain Time. An optional organized site visit is available upon request by March 8, 2024 at 10:00 AM Mountain Time, with additional logistical details to be provided in a subsequent amendment if a visit is scheduled. The NAICS code for this opportunity is 237310, with a size standard of $45 million in average annual receipts. The related federal agency is the Department of the Air Force Global Strike Command.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment FA461324R00020002 SF30.pdf | ||
| Attach 16_Use of Non-Government Advisors.pdf | ||
| Attach 12_Project 2_SOW.pdf | ||
| Attach 10_Project 1_SOW.pdf | ||
| Attach 5_WD_WY20230040_25Aug23.pdf | ||
| Attach 15_Project 3_3052.xlsx | XLSX spreadsheet | |
| Attach 8_WD_CO20230011_14July23.pdf | ||
| Attach 7_WD_NE20230030_6Jan23.pdf | ||
| Solicitation - FA461324R0002.pdf | ||
| Attach 2_130005_Environmental_Specifications_Jan2023.pdf | ||
| Attach 6_WD_WY20230038_25Aug23.pdf | ||
| Attach 14_Project 3_ SOW.pdf | ||
| Attach 13_Project 2_3052.xlsx | XLSX spreadsheet | |
| Attach 9_WD_CO20230014_14July23.pdf | ||
| Attach 4_Anticipated Task.pdf | ||
| Attach 3_AF Form 66.pdf | ||
| Attach 1_Specifications Maintain Base Pavement_18Jan24.pdf |
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| Solicitation FA461324R0002_Project 1_3052 | ||||||
| CLIN | DESCRIPTION | QUANTITY | UNIT | UNIT PRICE | TOTAL PRICE | DESCRIPTION |
| 1 | Traffic Control | % | Submission of Surety for Contract | |||
| 2 | Performance Bond and Insurance | % | Submission of Surety for Contract | |||
| 3 | Insurance | % | Submission of Liabilities for Contract | |||
| 4 | Mobilization/demobilization | % | Submission of Surety for Contract | |||
| 5 | Construction Management | % | Submission of Requirements for Contract | |||
| 10 | Strip and Stockpile Existing Topsoil | 1,780 | CY | $ - 0 | Remove and stockpile top layer of soil. Stockpile shall be located adjacent to but outside the area of construction so that it is readily accessible to be used on the project site or hauled away if necessary. Approximate average depth of topsoil will need to be determined prior to determination of quantity for this line item. Top soil strip and stock pile shall be identified for projects requiring clearing greater than one acre or as directed by the engineer. | |
| 18 | Concrete Header Curb Removal | 1,250 | LF | $ - 0 | Remove concrete header curb. This may require asphalt pavement saw cutting and removal if adjacent to pavement that is to remain in place. If so, asphalt removal will be accounted for under CLIN 0020 and if necessary, CLIN 0021. | |
| 19 | Bituminous Milling, 1 to 3 inches, dispose on base | 13,000 | SY | $ - 0 | Mill pavement to a depth up to 3-inches. Place millings in a location on base determined by the contracting officer. Use a correct sized milling machine for each milling operation. | |
| 23 | Bituminous Pavement Removal, 6 Inch Depth or Less | 1,200 | SY | $ - 0 | Remove bituminous pavement up to and including 6 inches in depth. Haul away and dispose of rubble off base. | |
| 34 | Excavation and Fill on Site (Use this for shoulder work) | 1,780 | CY | $ - 0 | Excavate earthen material other than solid bedrock and use that material to fill areas identified in the drawings or SOW. Compact fill in accordance with specifications and drawings whichever is more stringent. | |
| 36 | Soft-Spot Repair | 330 | CY | $ - 0 | Excavate earthen material other than solid bedrock and export material to a location off-base. Place and compact recycled aggregate. Subgrade fill shall meet Section 803.10 or Grading J in accordance with current WYDOT Specs. Provide aggregate base that meets Grading W in accordance with current WYDOT Specs. Material submittal will include Gradation per ASTM C 136, Soils Classification per ASTM D 2487, Atterburg Limits per ASTM D 4318-10, Modified Proctor per ASTM D 1557. | |
| 39 | Spread Stockpiled Topsoil | 1780 | CY | $ - 0 | Spread topsoil that may have been stockpiled under CLIN 0008 to the depth identified on the drawings or in the SOW (6 inches if not specified). Finish grade to a smooth surface suitable for seed or sod. | |
| 41 | Seeding | 1,780 | SY | $ - 0 | Provide and spread grass seed of the appropriate mixture (prairie grass, buffalo grass, or bluegrass as indicated in the SOW or on the drawings). Apply at the rate specified for each mixture. | |
| 47 | Aggregate Base, 6 Inch, Virgin Aggregate | 50 | SY | $ - 0 | Place and compact virgin aggregate base course up to 6 inches in depth. Provide aggregate base that meets Grading W in accordance with current Wyoming DOT Specs. Material submittal will include Gradation per ASTM C 136, Soils Classification per ASTM D 2487, Atterburg Limits per ASTM D 4318-10, Modified Proctor per ASTM D 1557. | |
| 54 | Asphalt Leveling Course, 3 Inch, Virgin Aggregate | 1,200 | SY | $ - 0 | Place a 3-inch lift of Asphalt leveling course (virgin aggregate) in accordance with current Wyoming DOT specifications. Include all work necessary for placing asphalt adjacent to other structures such as concrete curb and gutter, existing asphalt, or in rare cases building foundations. Material submittal will include a PG 64-28 mix design that is current in the last year, 1.5% lime, 3/4 inch aggregate, meet Marshall 50 blow count, meet In Place Density of 95% compaction of void less unit weight and include proposed rolling compaction equipment. Central Ave. and Missile Dr. (truck routes) will require an additional PG 64-28 mix design that is current in last year, 1.5% lime, 3/4 inch aggregate, and meets a Marshall 75 blow count. | |
| 57 | Asphalt Wearing Course, 2 Inch, Virgin Aggregate | 13000 | SY | $ - 0 | Place a 2-inch lift of Asphalt wearing course (virgin aggregate) in accordance with current Wyoming DOT specifications. Include all work necessary for placing asphalt adjacent to other structures such as concrete curb and gutter, existing asphalt, or in rare cases building foundations. Material submittal will include a PG 64-28 mix design that is current in the last year, 1.5% lime, 1/2 inch aggregate, meet Marshall 50 blow count, meet In Place Density of 92% compaction of void less unit weight and include proposed rolling compaction equipment. Central Ave. and Missile Dr. (truck routes) will require an additional PG 64-28 mix design that is current in last year, 1.5% lime, 1/2 inch aggregate, and meets a Marshall 75 blow count. | |
| 62 | Tack Coat | 13,000 | SY | $ - 0 | Provide approved tack coat material and apply in accordance with the specifications between all asphalt pavement lifts. | |
| 121 | Header Curb | 990 | LF | $ - 0 | Provide a 6-inch thick by 18-inch wide concrete header curb adjacent to pavement or a 6-inch wide by up to 18-inch depth concrete header curb as specifid in the plans. | |
| 142 | Regulatory Sign | 10 | SF | $ - 0 | Provide a new regulatory road sign in accordance with MUTCD standards. | |
| 151 | 4 Inch Reflective Striping, Waterborne Paint | 10,520 | LF | $ - 0 | Paint reflective striping as depicted on drawings or described in SOW using reflective glass beads. | |
| 155 | 18 Inch Reflective Striping, Waterborne Paint | 36 | LF | $ - 0 | Paint reflective striping as depicted on drawings or described in SOW using reflective glass beads. | |
| TOTAL | Sub-Total | $ - 0 |
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