Clarendon

Town of Clarendon, County of Rutland. Rutland-Southern Vermont Regional Airport (RUT) Type of Construction: Rehabilitate, Mark and Light Runway 1-19. (Approx. 5304' X 100'). The project involves resurfacing the existing Runway 1-19 bituminous pavement (5,304' x 100') and marking the runway pavement. Also included is an additive alternate project to replace the existing runway edge lights, conduit and cable and install new LED runway lights with new conduit and cable back to the vault. Runway 13-31 will also be resurfaced and marked up to the Runway 1-19 safety area. A portion of Runway 1-19 will be widened in order to restore the 100' width. This widening will involve excavating down approximately 10" to install 6" base course and 4" bituminous. Estimate is category For this proposal the Engineer's Estimate is Category E ($2,500,000 - $5,000,000 ) Electronic Bid Bond to Be Submitted in the Amount of 5% of the Contractor's Bid. During the advertisement period, all questions shall be addressed solely to the Office of Contract Administration via email: AOT.ConstructionContractingInquiry@vermont.gov. All inquiries must be received by 4:30pm on Wednesday, March 08, 2023. All Bidders on This Project Must Hold Both Current Annual Prequalification With the Vermont Agency of Transportation Through the "Contractor's Experience Questionnaire and Financial Statement" and Unconditioned Project-specific Approval Through the "Standard Form - Request for Proposal" Ca-82 Form. VTrans hereby notifies all bidders that it will insure that in any contract entered into pursuant to this advertisement, minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, religion, sex, or national origin in consideration for an award. The Right Is Reserved to Reject Any or All Bids, to Waive Any Formality and Any and All Technicalities in Bids and to Accept Such Bids as May Be Deemed in the Best Interest of the Awarding Agency. VTDOT - Clarendon AV-FY22-002 *The value for this project is based on a financial range. The value is listed as the highest possible cost from the range provided by a stakeholder or official project document. Goals for minority participation for each trade: 0.8% Goals for female participation in each trade: 6.9% Sequence of Work Anticipated Start Date: Spring 2024 (Tue, Mar 19, 2024 - Thu, Jun 20, 2024) Anticipated Completion Date: June/July 2024 Total Project Duration: 60 Calendar Days (BB + AA1 + AA2 + AA3) Phase 1 Work Area 1 Limits: End of Runway 19 to Taxiway B object free area (OFA). Runway 1-19 Station 0+00 to Station 38+00. Closures: Runway 1-19, Taxiway A from end of Runway 19 to north of Taxiway C intersection, Taxiway A from south of Runway 13-31 intersection to end of Runway 1, Taxiway J, and Taxiway D Duration: See above tables Major Work Items: Mill existing runway pavement 0"-3" Excavate 8' wide lanes to subbase course in areas of runway widening Install new P-209 aggregate base course in areas of runway widening Pave new P-401, 4" in areas of widening, a minimum of 2" in other areas Grade as needed from edge of runway pavement to approximately 10' off runway edge Paint temporary runway markings Remove existing electrical cable, conduit, lights and bases (add. alt. 3 only) Install new LED runway edge lights, bases, cable and conduit (add. alt. 3 only) Topsoil and seed shoulder of runway. Phase 2 Work Area 2 (day/night work) Limits: Runway 1-19 Station 38+00 to Station 40+60 Closures: Runway 1-19, Taxiway A from end of Runway 19 to north of Taxiway C intersection, Taxiway A from south of Runway 13-31 intersection to end of Runway 1, Taxiway B from intersection with Taxiway A to intersection with Taxiway G, Taxiway J, and Taxiway D Major Work Items: Mill existing runway pavement 0"-3" Excavate 8' wide lanes to subbase course in areas of runway widening Install new P-209 aggregate base course in areas of runway widening Pave new P-401, 4" in areas of widening, a minimum of 2" in other areas Grade as needed from edge of runway pavement to approximately 10' off runway edge Paint temporary runway markings Remove existing electrical cable, conduit, lights and bases (add. alt. 3 only) Install new LED runway edge lights, bases, cable and conduit (add. alt. 3 only) Topsoil and seed shoulder of runways. Work Area 2 (2.5 hr PPR, day work) Limits: Runway 1-19 Station 38+00 to Station 40+60 Closures: Runway 1-19, Taxiway A from end of Runway 19 to north of Taxiway C intersection, Taxiway A from south of Runway 13-31 intersection to end of Runway 1, Taxiway B from intersection with Taxiway A to intersection with Taxiway G, Taxiway J, and Taxiway D Duration: See above tables Major Work Items: Install light fixtures and pull electrical cables (add. alt. 3 only) Phase 3 Work Area 3 (day/night work) Limits: Runway 1-19 Station 40+60 to Station 43+43, approximately 528' of Runway 13-31 Closures: Runway 1-19, Runway 13-31, Taxiways A, B, C, D, F, G, H & J, the ramps to fixed wing aircraft Duration: See above tables Major Work Items: Mill existing runway pavement 0"-3" Excavate 8' wide lanes to subbase course in areas of runway widening Install new P-209 aggregate base course in areas of runway widening Pave new P-401, 4" in areas of widening, a minimum of 2" in other areas Grade as needed from edge of runway pavement to approximately 10' off runway edge Paint temporary runway markings Remove existing electrical cable, conduit, lights and bases (add. alt. only) Install new LED runway edge lights, bases, cable and conduit (add. alt. only) Topsoil and seed shoulder of runway. Work Area 3 (2.5 hr PPR, day work) Limits: Runway 1-19 Station 40+60 to Station 43+43, approximately 528' of Runway 13-31 Closures: Runway 1-19, Taxiway A from end of Runway 19 to north of Taxiway C intersection, Taxiway A from south of Runway 13-31 intersection to end of Runway 1, Taxiway J, and Taxiway D Duration: See above tables Major Work Items: Install light fixtures and pull electrical cables (add. alt. 3 only) Phase 4 Work Area 4 Limits: Runway 1-19 Station 43+43 to Station 53+04 Closures: Runway 1-19, Taxiway A from end of Runway 19 to north of Taxiway C intersection, Taxiway A from south of Runway 13-31 intersection to end of Runway 1, Taxiway J, and Taxiway D Duration: See above tables Major Work Items: Mill existing runway pavement 0"-3" Excavate 8' wide lanes to subbase course in areas of runway widening Install new P-209 aggregate base course in areas of runway widening Pave new P-401, 4" in areas of widening, a minimum of 2" in other areas Grade as needed from edge of runway pavement to approximately 10' off runway edge Paint temporary runway markings Remove existing electrical cable, conduit, lights and bases (add. alt. 3 only) Install new LED runway edge lights, bases, cable and conduit (add. alt. 3 only) Topsoil and seed shoulder of runway. Phase 5 Grooving Runway 1-19 (night work only) Limits: Full length of Runway 1-19 Closures: Runway 1-19, Runway 13-31, Taxiways A, B, C, D, F, G, H & J, the ramps to fixed wing aircraft Duration: See above tables Major Work Items: Grooving Runway 1-19 Phase 6 Final Pavement Marking (night work only) Limits: The entire work area: full length of Runway 1-19 and approximately 528' of Runway 13-31 Closures: Runway 1-19, Runway 13-31, Taxiways A, B, C, D, F, G, H & J, the ramps to fixed wing aircraft Duration: See above tables Major Work Items: Final marking of entire project area. Regardless of add alts awarded, the full runway 1-19 will be painted. Specification No. 302805.06

Division 03 -

Concrete, Cast-in-Place Concrete.