This Invitation for Bid (IFB) outlines a full and open competition for the Cedar Tree Tower Road and Parking project (Solicitation Number: 6982AF25B000024) within Mesa Verde National Park, Colorado. The project, estimated between $5 million and $10 million, involves 4.7 miles of Schedule A work and an optional 0.2 miles (Option X) of road and parking lot improvements, including chip sealing, concrete paving, asphalt paving, and full-depth reclamation. Bidders must submit printed bids by November 13, 2025, adhere to Federal Acquisition Regulations (FAR), and register with the System for Award Management (SAM). A 10% HUBZone price preference is applicable. Bidders must also provide a bid guarantee, acknowledge amendments, and, if a large business, submit a small business subcontracting plan. A non-mandatory pre-bid site visit is scheduled for October 9, 2025. Technical questions are due by November 4, 2025.

This government file, Amendment A001, modifies Solicitation Number 6982AF25B000024 for the Cedar Tree Tower Road and Parking project (PMIS 259055) by the Federal Highway Administration, Central Federal Lands Highway Division. The amendment, dated October 30, 2025, primarily involves removing and replacing 59 pages with 56 updated pages (E sheets), with all changes highlighted in red. Key updates affect various sections, including physical data, product certification, commencement and completion of work, time extensions, pricing adjustments, and general provisions. It extends the offer receipt date, specifies methods for acknowledging the amendment, and outlines contractor responsibilities. The document details project-specific requirements such as the use of the Masterworks electronic documentation system, environmental clearances for staging areas within Mesa Verde National Park, water usage from the park, and specific staging locations with access restrictions. It also updates material certification schedules, NPDES permit compliance for Colorado, utility contact information, and safety protocols including an accident prevention plan. Furthermore, it sets the project start date for site work as March 6, 2026, with a completion date of October 30, 2026, and outlines holiday work restrictions. The amendment revises guidelines for subcontracting, liquidated damages, measurement and payment procedures, including processing defective invoices, and partial payments for materials. It also provides extensive updates on construction survey and staking requirements, including government-furnished design data and control points for specific routes, and detailed quality control procedures, sampling and testing protocols, and payment schedules for contractor quality control.

The "Bid Opening Summary" for the Cedar Tree Tower Road and Parking project (CO NP MEVE 201(1)) details the bids received on November 13, 2025, in Lakewood, CO. Jorey Deml served as the Bid Opening Officer, and one amendment was issued on October 30, 2025. Three responsive bidders submitted proposals: Steve Manning Const. ($9,390,152.00), Central Southern Const. ($8,980,757.40), and TNT General Contractors ($8,277,106.35). Logistics Projects Company, Green Meadows LLC, and Golden Architect Company were deemed non-responsive. The Engineer's Estimate for the project was $5,770,000.00. All submitted bids are subject to verification.

This government file outlines a detailed schedule of construction and maintenance activities, likely for a large-scale infrastructure or land development project. The document, dated 09/04/2025 and digitally signed by CURTIS R SCOTT, lists numerous line items covering various tasks from initial clearing and grubbing to asphalt paving, concrete work, and utility installations. Key activities include earthwork (excavation, backfill), removal of existing structures (gates, culverts, fences, concrete), and installation of new components such as pipe culverts, guardrails, and signs. The file also specifies materials like aggregates, asphalt, and concrete, along with associated quality control and testing. Additional details cover traffic control, erosion control, and the use of various construction equipment like excavators, loaders, and graders. The repeated inclusion of "ALLOOWANCE" suggests a budget or allocated amount for each task, indicating a comprehensive plan for project execution and resource management.

This document provides an earthwork summary, detailing excavation and embankment volumes for a construction project. It calculates a total roadway prism excavation of 486 CUYD, with no additional material available for fill from structures, roadway obliteration, or subexcavation. Similarly, no excavation material is unavailable for fill due to pavement removal, topsoil stripping, or waste subexcavation. After adjustments for shrink/swell, 438 CUYD of excavation is available for fills. The total roadway prism fill required is 764 CUYD, with no additional backfill material needed for various other purposes. The analysis indicates a deficit of 326 CUYD (excavation minus embankment), meaning 764 CUYD is required for embankment construction. To meet this, 326 CUYD of unclassified borrow is needed, which, after a shrink/swell factor of 0.9, results in an estimated 362 CUYD of unclassified borrow required.

The Horizontal Alignment Review Report, generated on August 15, 2025, details the geometric parameters of the P-BL010 alignment within the Design IntlFt project. The report meticulously outlines a series of linear and circular elements, providing precise stationing, northing, easting coordinates, and detailed geometric data for each segment. Key parameters such as tangential directions and lengths, radii, deltas, degrees of curvature, chord lengths, and external distances are specified for numerous points of curvature (PC), horizontal points of intersection (HPI), and points of tangency (PT). The document, which spans 21 pages, is crucial for understanding the exact layout and engineering specifications of the alignment, ensuring accuracy and compliance in infrastructure development projects.

The Horizontal Alignment Review Report, generated on August 15, 2025, details the geometric parameters of the P-BL010 alignment within the Design IntlFt project. The report meticulously outlines a series of linear and circular elements, providing precise stationing, northing, easting coordinates, and detailed geometric data for each segment. Key parameters such as tangential directions and lengths, radii, deltas, degrees of curvature, chord lengths, and external distances are specified for numerous points of curvature (PC), horizontal points of intersection (HPI), and points of tangency (PT). The document, which spans 21 pages, is crucial for understanding the exact layout and engineering specifications of the alignment, ensuring accuracy and compliance in infrastructure development projects.

The "Horizontal Alignment Review Report," created on August 15, 2025, details the horizontal alignment specifications for two distinct projects: P-BL912BZ and P-BL200. This report, likely part of a federal or state RFP for infrastructure design, outlines precise measurements in feet, including northing, easting, and station data for linear and circular elements. For P-BL912BZ, the alignment consists of a linear start, a circular curve with a 300-foot radius and a 21.089-degree right delta, and a linear end. Similarly, P-BL200 features a linear start, a circular curve with a 90-foot radius and a 52.703-degree right delta, and a linear end. The report provides critical geometric data such as tangential directions and lengths, radii, delta angles, degree of curvature, and chord details for each segment, essential for project design, construction, and compliance with engineering standards.

The "Horizontal Alignment Review Report" details the geometric characteristics of the P-BL205 alignment, a critical component in infrastructure design projects. Created on August 15, 2025, the report provides a comprehensive breakdown of linear and circular elements, including stationing, Northing and Easting coordinates, and various geometric parameters. Each segment specifies tangential directions, lengths, radii, delta angles, and curvature details, along with chord and tangent information. The report meticulously outlines changes in direction (Left/Right) and provides coordinates for key points like PC (Point of Curvature), HPI (Horizontal Point of Intersection), CC (Curve Center), and PT (Point of Tangency). This data is essential for ensuring precise alignment and compliance with engineering standards in federal, state, and local government construction and grant-funded projects.

The "Horizontal Alignment Review Report" details the geometric characteristics of the P-BL205 alignment, a critical component in infrastructure design projects. Created on August 15, 2025, the report provides a comprehensive breakdown of linear and circular elements, including stationing, Northing and Easting coordinates, and various geometric parameters. Each segment specifies tangential directions, lengths, radii, delta angles, and curvature details, along with chord and tangent information. The report meticulously outlines changes in direction (Left/Right) and provides coordinates for key points like PC (Point of Curvature), HPI (Horizontal Point of Intersection), CC (Curve Center), and PT (Point of Tangency). This data is essential for ensuring precise alignment and compliance with engineering standards in federal, state, and local government construction and grant-funded projects.

The "Horizontal Alignment Review Report," created on August 15, 2025, details the alignment specifications for "Project: Design IntlFt," specifically for "Alignment Name: P-BL-210." The report, measured in feet, outlines a path composed of linear and circular elements. It begins with a linear segment from Station 4000.000 to a Point of Curvature (PC) at Station 4520.633, covering a tangential length of 520.633 feet with a direction of S66.356°E. This is followed by a circular curve with a 100-foot radius, a 24.948° right delta, and a length of 43.543 feet, extending to a Point of Tangency (PT) at Station 4564.176. The alignment concludes with another linear segment from the PT to the END at Station 4800.000, spanning 235.824 feet with a S41.408°E tangential direction. This report is crucial for understanding the precise geometric layout of the alignment, which is critical for federal, state, and local infrastructure projects.

The "Horizontal Alignment Review Report," created on August 15, 2025, details the alignment specifications for "Project: Design IntlFt," specifically for "Alignment Name: P-BL-210." The report, measured in feet, outlines a path composed of linear and circular elements. It begins with a linear segment from Station 4000.000 to a Point of Curvature (PC) at Station 4520.633, covering a tangential length of 520.633 feet with a direction of S66.356°E. This is followed by a circular curve with a 100-foot radius, a 24.948° right delta, and a length of 43.543 feet, extending to a Point of Tangency (PT) at Station 4564.176. The alignment concludes with another linear segment from the PT to the END at Station 4800.000, spanning 235.824 feet with a S41.408°E tangential direction. This report is crucial for understanding the precise geometric layout of the alignment, which is critical for federal, state, and local infrastructure projects.

The "Horizontal Alignment Review Report," created on September 26, 2025, details the geometric characteristics of the P-BL404 alignment for the "Design IntlFt" project. The report provides a comprehensive breakdown of linear and circular elements, including stationing, northing, easting, tangential directions, lengths, radii, and curvature details. Key data points include the start and end coordinates, point of curvature (PC), horizontal point of intersection (HPI), and point of tangency (PT) for each segment. It specifies the radius, delta angle, degree of curvature, length, tangent, chord, middle ordinate, and external values for circular elements, along with back and ahead tangent and radial directions. The report meticulously outlines the alignment's progression through various curves and tangents, providing precise measurements in feet. This document is essential for understanding the horizontal geometry of the P-BL404 alignment, likely for a federal or state infrastructure project, ensuring compliance with design specifications and facilitating construction planning.

The "Horizontal Alignment Review Report," created on September 26, 2025, details the geometric characteristics of the P-BL404 alignment for the "Design IntlFt" project. The report provides a comprehensive breakdown of linear and circular elements, including stationing, northing, easting, tangential directions, lengths, radii, and curvature details. Key data points include the start and end coordinates, point of curvature (PC), horizontal point of intersection (HPI), and point of tangency (PT) for each segment. It specifies the radius, delta angle, degree of curvature, length, tangent, chord, middle ordinate, and external values for circular elements, along with back and ahead tangent and radial directions. The report meticulously outlines the alignment's progression through various curves and tangents, providing precise measurements in feet. This document is essential for understanding the horizontal geometry of the P-BL404 alignment, likely for a federal or state infrastructure project, ensuring compliance with design specifications and facilitating construction planning.

The "Horizontal Alignment Review Report," dated August 15, 2025, details the precise geometric parameters of two distinct alignments, P-BL409A and P-BL409B, likely for a transportation or infrastructure project. The report meticulously outlines linear and circular elements for each alignment, including stationing, northing, easting coordinates, tangential directions and lengths, radii, delta angles, degree of curvature, and chord details. For P-BL409A, the alignment spans from station 6000.000 to 6679.203, featuring multiple curves and tangents. P-BL409B covers stations 7000.000 to 7390.000, similarly detailing its linear and circular components. All measurements are in feet. This technical report provides critical data for design and construction, ensuring adherence to engineering specifications and facilitating accurate project execution.

The "Horizontal Alignment Review Report," dated August 15, 2025, details the precise geometric parameters of two distinct alignments, P-BL409A and P-BL409B, likely for a transportation or infrastructure project. The report meticulously outlines linear and circular elements for each alignment, including stationing, northing, easting coordinates, tangential directions and lengths, radii, delta angles, degree of curvature, and chord details. For P-BL409A, the alignment spans from station 6000.000 to 6679.203, featuring multiple curves and tangents. P-BL409B covers stations 7000.000 to 7390.000, similarly detailing its linear and circular components. All measurements are in feet. This technical report provides critical data for design and construction, ensuring adherence to engineering specifications and facilitating accurate project execution.

The "Horizontal Alignment Review Report," dated August 15, 2025, details the geometric characteristics of the P-BL404 alignment for the "Design IntlFt" project. This report, likely part of a federal or state infrastructure RFP or grant, provides precise measurements in feet for linear and circular elements. It specifies stationing, northing, easting, and tangential and radial directions for various points, including the start, PC, HPI, CC, PT, and end. Key parameters like tangential length, radius, delta angle, degree of curvature, length, tangent, chord, middle ordinate, and external values are meticulously documented for each alignment segment. This comprehensive review ensures the design adheres to engineering standards for horizontal alignment in the context of infrastructure development.

The "Horizontal Alignment Review Report," created on August 15, 2025, details the precise geometric specifications of the P-BL-0918 alignment for the "Design IntlFt" project. This report, likely part of a federal government RFP or grant application for infrastructure development, meticulously outlines linear and circular elements of the alignment. It provides critical data points such as station, northing, easting, tangential directions, lengths, radii, delta angles, and degrees of curvature for various segments. The alignment progresses through several circular elements with varying radii and directional changes (Right and Left), including specific points like PC, HPI, CC, PCC, PRC, and PT. This detailed technical documentation ensures adherence to design standards and provides comprehensive data for construction and review, highlighting the complex engineering requirements for horizontal alignment in civil projects.

The "Horizontal Alignment Review Report," created on August 15, 2025, details the precise geometric specifications of the P-BL-0918 alignment for the "Design IntlFt" project. This report, likely part of a federal government RFP or grant application for infrastructure development, meticulously outlines linear and circular elements of the alignment. It provides critical data points such as station, northing, easting, tangential directions, lengths, radii, delta angles, and degrees of curvature for various segments. The alignment progresses through several circular elements with varying radii and directional changes (Right and Left), including specific points like PC, HPI, CC, PCC, PRC, and PT. This detailed technical documentation ensures adherence to design standards and provides comprehensive data for construction and review, highlighting the complex engineering requirements for horizontal alignment in civil projects.

The “Horizontal Alignment Review Report” dated August 15, 2025, details the geometric characteristics of the P-BL925 alignment for the Design IntlFt project. The report provides a comprehensive breakdown of linear and circular elements, including stationing, Northing and Easting coordinates, tangential directions, lengths, radii, and curvature data. Key elements such as the Point of Curvature (PC), Horizontal Point of Intersection (HPI), and Point of Tangent (PT) are precisely defined with their respective coordinates. The alignment features a series of linear segments connected by circular curves, with detailed specifications for each curve, including Delta angles (left and right), degree of curvature, chord lengths, and middle ordinates. All measurements in the report are in feet.

The “Horizontal Alignment Review Report” dated August 15, 2025, details the geometric characteristics of the P-BL925 alignment for the Design IntlFt project. The report provides a comprehensive breakdown of linear and circular elements, including stationing, Northing and Easting coordinates, tangential directions, lengths, radii, and curvature data. Key elements such as the Point of Curvature (PC), Horizontal Point of Intersection (HPI), and Point of Tangent (PT) are precisely defined with their respective coordinates. The alignment features a series of linear segments connected by circular curves, with detailed specifications for each curve, including Delta angles (left and right), degree of curvature, chord lengths, and middle ordinates. All measurements in the report are in feet.

This document, a "Cross Section Gradebook with Northing/Easting Report" dated August 29, 2025, details extensive topographic data for an alignment named P-BL205. The report provides precise measurements in feet, including offset, elevation, Northing, and Easting coordinates for various features such as "TIE IN _L," "EOG_Layer4_Btm_Outside_L," "EOG_Layer4_Btm_Outside_R," and "TIE IN _R" or "Slope_Stake_Fill_R." Data is presented incrementally across numerous stations, ranging from 1120.000 to 2700.000, along with existing ground elevations and slope percentages. This detailed survey data is crucial for engineering, construction, or environmental projects, likely supporting design, planning, or monitoring phases within a federal government RFP, grant, or state/local RFP context.

This document is a "Cross Section Gradebook with Northing/Easting Report" created on August 29, 2025, for the set and alignment "P-BL-210." It provides detailed spatial and elevation data for various features along a surface, also named "P-BL-210," at different stations, with all units in feet. The report systematically lists features such as "Slope_Stake_Cut_L," "EOG_Layer4_Btm_Outside_L," "EOS_Layer1_Top_R," and "Curb_Face_Top_R," along with their respective offset, elevation, northing, easting coordinates, and slope. The data is presented for stations 4120.000, 4150.000, 4200.000, 4250.000, 4300.000, 4350.000, 4400.000, 4450.000, and 4500.000. This type of report is crucial for construction, civil engineering, and land surveying projects, likely informing federal, state, or local government infrastructure initiatives by providing precise topographical information for planning and execution.

The 'Cross Section Gradebook with Northing/Easting Report,' generated on August 29, 2025, details precise geographical and elevation data for the P-BL205 alignment. The report, measured in feet, provides comprehensive data for stations ranging from 1120.000 to 2700.000. For each station, it lists features like 'EOG_Layer1_Btm_Outside_L' and 'EOP_Layer1_Btm_Outside_R,' along with their respective offsets, elevations, Northing and Easting coordinates, existing ground elevations, and slopes. This data is crucial for infrastructure projects, indicating exact spatial relationships and topographical characteristics. This detailed gradebook is essential for planning, construction, and compliance, ensuring accurate execution and adherence to environmental and engineering standards.

The 'Cross Section Gradebook with Northing/Easting Report,' created on August 29, 2025, provides detailed topographical data for the P-BL-210 alignment. The report, measured in feet, outlines features such as 'EOP_Layer1_Btm_Outside_L/R,' 'EOS_Layer1_Top_L/R,' and 'Curb_Back_Top_R' at various stations (from 4120.000 to 4500.000). For each feature, it lists offset, elevation, Northing, and Easting coordinates, along with existing ground slopes. This data is critical for construction and engineering projects, likely for federal, state, or local government infrastructure initiatives, as it provides precise measurements for site planning and development.