T HIS IS NOT A REQUEST FOR BID – PLANS AND SPECIFICATIONS ARE NOT AVAILABLE. THIS NOTICE IS BEING ISSUED TO DETERMINE IF THERE IS SUFFICIENT INTEREST FROM QUALIFIED PRIME CONTRACTORS who are small businesses, HUBZone small businesses, woman owned small business concerns, 8(a) small businesses, or service-disabled veteran-owned small businesses and who intend to submit a bid for this solicitation to allow for a set-aside in one of these programs. Interested businesses must submit the following by e-mail to
[email protected] (Attn: Stephanie Navarro) for receipt by close of business (2 p.m. local Denver time) on August 10, 2023 (1) A positive statement of your intention to submit a bid for this solicitation as a Prime Contractor; (2) A list of all confirmed socioeconomic categories (i.e., 8(a), small disadvantaged business, HUBZone small business, service-disabled veteran-owned small business, EDWOSB, or WOSB status) that apply to your business; (3) A letter from a bonding agent stating your firm’s capability to bond for a single project of $20 million, and your firm’s aggregate bonding capacity; and (4) Provide a list of roadway rehabilitation construction projects of equal or greater value and scope to the UT FTNP 10(3) 100(2) – Green River Road and Quarry Access Road Dinosaur National Monument project in which you performed roadway excavation, aggregate base, asphalt concrete pavement, concrete curb, culverts, micro surfacing, crack sealing, and temporary traffic control. DO NOT SEND INFORMATION ON PROJECTS THAT DO NOT INCLUDE THE ABOVE WORK. The size of a small business firm includes all parents, subsidiaries, affiliates, etc. Refer to the Code of Federal Regulations 13 CFR 121.103 for information on how the SBA determines affiliation and 13 CFR 121.108 regarding the penalties for misrepresentation of size status. All firms should be certified in the System for Award Management (SAM) located at https://www.sam.gov/ PROJECT DESCRIPTION: The UT FTNP DINO 10(3)100(2), Green River Road and Quarry Access Road, the project is in Dinosaur National Monument approximately 16.9 miles east of the Vernal Utah and 114.1 west of Craig Colorado. The project is proposing to rehabilitate (3R) roads and parking lots and pavement preservation on routes within Dinosaur National Monument UT and CO entrances. The project is broken up into a schedule with five options, described below. SCOPE OF THE WORK: The project is proposing to rehabilitate (3R) approximately 1.82 miles of road along with pullouts for schedule A. Option X is a (3R) rehabilitation of 0.53 miles of road with two parking lots. For both Schedule A and Option X the roads parking lots, and pullouts are in need rehabilitation due to deterioration that is typical of aging pavements. The existing pavement section on both roadways are in poor condition with roadway cracking and aggregate surfacing. Options T, U,V, and W is proposing to pavement preservation 50.4 miles of roadways within Dinosaur National Monument CO and UT units for the Park. This pavement preservation work will include crack sealing, asphalt patching, micro sealing and chip sealing. PRINCIPAL WORK ITEMS: Schedule A: 20402-0000 Subexcavation, 4,900 CUYD 30202-2000 Roadway Aggregate, Method 2: 4,300 TON 30402-1000 Full Depth Reclamation, Method 2: 26,500 SQYD 40101-5600 Asphalt Concrete Pavement: 7,300 TON 60901-1000 Curb Concrete ,12-inch depth, 105 LNFT 61701-5100 Guardrail System MGS type 4, Class B Steel Posts 70 LNFT Option T: 30402-5300 Full Depth Reclamation, Method 2, 6-Inch Depth 40101-5600 Asphalt Concrete Pavement: 1,810 SQYD 40702-0300 Chip Seal, Type 1C: 142,000 SQYD 40711-0000 Emulsified Asphalt: 270 TON 40901-2000 Micro Surfacing, Type 2: 39,010 SQYD 41801-2000 Asphalt Concrete Pavement Patch: 2500 SQYD 63402-0300 Pavement Markings, Type B, Solid 78 Mile Option U: 40702-0300 Chip Seal, Type 1C: 217,000 SQYD 40711-0000 Emulsified Asphalt: 390 TON 40901-2000 Micro Surfacing, Type 2: 5,690 SQYD 41801-2000 Asphalt Concrete Pavement Patch, Type 2 185 SQYD 63402-0300 Pavement Markings, Type B, Solid 105.00 Mile Option V: 40702-0300 Chip Seal, Type 1C: 178,000 SQYD 40711-0000 Emulsified Asphalt: 330 TON 40901-2000 Micro Surfacing, Type 2: 18,750 SQYD 41801-2000 Asphalt Concrete Pavement Patch: 810 SQYD 63402-0300 Pavement Markings, Type B, Solid 101 Mile Option W: 40702-0300 Chip Seal, Type 1C: 151,000 SQYD 40711-0000 Emulsified Asphalt: 270 TON 40901-2000 Micro Surfacing, Type 2: 5,690 SQYD 41801-2000 Asphalt Concrete Pavement Patch, Type 2 185 SQYD 63402-0300 Pavement Markings, Type B, Solid 105.00 Mile Option X: 20402-0000 Subexcavation, 4,700 CUYD 30202-2000 Roadway Aggregate, Method 2: 1,55 TON 30402-1000 Full Depth Reclamation, Method 2: 11,000 SQYD 40101-5600 Asphalt Concrete Pavement: 3,250 TON 60901-1000 Curb Concrete ,12-inch depth, 1,375 LNFT 61701-5100 Guardrail System MGS type 4, Class B Steel Posts 250 LNFT ANTICIPATED SCHEDULE: Advertisement: October 2023 Contract Award: November 2023 Notice to Proceed: December 2023 Construction Complete: September 2024 MISCELLANEOUS: The mainline road will be under 30-minute delays during construction. Weekend work on roads will not be allowed. Weekend work may be requested for periods of light visitation through April 1st, to May 1st, 2024 and September 1st to October 1st, 2024. Request the allowance of weekend operations at least 3 days in advance to schedule inspection services. Requests with less than 3 days of notice may be disallowed. The estimated price range of the project work is between $10,000,000 and $20,000,000.