Rehabilitation of Colonial Parkway, Phase 1 - VA NP COLO 1A21 B42 C18 D51
FEDERAL HIGHWAY ADMINISTRATION REHABILITATE COLONIAL PARKWAY, PHASE 1 COLONIAL NATIONAL HISTORICAL PARK PROJECT NO.: VA NP COLO 1A21 B42 C18 D51 693C73-22-R-000013 TWO-PHASE DESIGN-BUILD (D-B) SOLICIT... FEDERAL HIGHWAY ADMINISTRATION REHABILITATE COLONIAL PARKWAY, PHASE 1 COLONIAL NATIONAL HISTORICAL PARK PROJECT NO.: VA NP COLO 1A21 B42 C18 D51 693C73-22-R-000013 TWO-PHASE DESIGN-BUILD (D-B) SOLICITATION PHASE I REQUEST FOR QUALIFICATIONS (RFQ) The Eastern Federal Lands Highway Division (EFLHD) of the Federal Highway Administration (FHWA), in cooperation with the National Park Service (NPS), is conducting a “two-phased” Design-Build (D-B) selection process. Under this Notice, the EFLHD is soliciting D-B firms/teams to participate in Phase One – Qualifications Based Selection – of this "two-phased" D-B selection process. Project Description: The project consists of the rehabilitation of approximately 10.3 miles of the Colonial Parkway (Parkway) from Milepost (MP) 0.17 to MP 1.61 and MP 6.02 to MP 14.88 within the Colonial National Historical Park in York County, the City of Williamsburg, and James City County, Virginia. The work includes exposed aggregate concrete pavement slab replacement to match existing, asphalt pavement rehabilitation, concrete curb replacement, bridge and tunnel rehabilitation, new tunnel lighting system installation, culvert rehabilitation or replacement, storm drain system rehabilitation or replacement, historic brick headwall rehabilitation or up-sized replacement, ditch grading and shoulder stabilization, stormwater management, steel-backed timber guardrail replacement, installation of additional steel-backed timber guardrail, traffic counter installation, temporary traffic control, sign replacement, pavement marking replacement, and other miscellaneous work. Planned and designed during the 1930’s and constructed from 1931-1957, the Parkway embodies the characteristics of a modern parkway. Its curving alignments, limited access, pleasurable driving experience, and use of designed plantings and park-like features remain intact today. The exposed aggregate concrete surface is a design element meant to evoke the dirt roads of the 17th and 18th centuries. Today, the Parkway has become an important local commuter route. The road is designated as an All-American Road under the FHWA National Scenic Byways Program. Also, a prestigious Centennial Medallion of the American Society of Landscape Architects describes the road as “one of the finest parkway archetypes in the country”. Listed on the National Register of Historic Places, the road provides access to several National Park Service (NPS) recreational and historic sites along the Parkway. The NPS issued a Categorical Exclusion (CE) for the National Environmental Policy Act (NEPA) compliance in January 2022. The project design and construction will need to adhere to the conditions and mitigation measures outlined in the CE and Section 106 of the National Historic Preservation Act documentation for protecting the environment and landscape, preserving the historic character of the Parkway, and meeting the Secretary of the Interior’s Standards for Treatment of Historic Properties per 36 CFR part 68. The design will be subject to review by the Virginia Department of Historic Resources (VDHR). The work is split into bid schedules as follows: Schedule A: The base contract for the design of all work included in Schedules A through F. The base contract also includes the rehabilitation of approximately 3.23 miles of the Parkway from MP 11.65 to MP 14.88, and the rehabilitation of Parkway Drive Bridge, Page Street Bridge, C&O (CSX) Railroad Bridge, Lafayette Street Bridge, Williamsburg Tunnel, Newport Avenue Bridge, and Papermill Creek box culvert. Work may be added to the contract in the form of contract options (see FAR Clause 52.217-4 and 52.217-5). These contract options are for the construction of the following: Option 1 (Schedule B): The rehabilitation of approximately 3.14 miles of the Parkway from MP 8.51 to MP 11.65, including the rehabilitation of Hubbard’s Lane Bridge. Option 2 (Schedule C): The rehabilitation of approximately 1.42 miles of the Parkway from MP 7.09 to MP 8.51, including the rehabilitation of Penniman Road Bridge. Option 3 (Schedule D): The rehabilitation of approximately 1.07 miles of the Parkway from MP 6.02 to MP 7.09. Option 4 (Schedule E): The rehabilitation of Yorktown Creek Bridge, U.S. Route 17 Parkway Bridge, and Old Williamsburg Road Bridge from MP 0.17 to MP 1.61, including drainage and safety improvements throughout this 1.44-mile segment. Option 5 (Schedule F): The rehabilitation of approximately 1.44 miles of the Parkway from MP 0.17 to MP 1.61. The design and construction cost for this base contract plus all options is estimated to be between $100,000,000 and $150,000,000. Design-Build Scope of Work (SOW): The detailed scope of work to be undertaken by the successful Offeror under the Design-Build contract for this project will be identified in the Request for Proposal (RFP). However, the work is anticipated to include, but is not limited to, the following: (a) Design and construction of exposed aggregate concrete and asphalt roadway pavements and exposed aggregate concrete curbs within the Parkway, access ramps, waysides, shoulders, and other components of the Parkway. Design exposed aggregate concrete pavement assuming a 50-year service life; (b) Design and construction of grassed aggregate-topsoil shoulders; (c) Design and installation of drainage inlets, storm drain systems, and culverts; (d) Design and construction of paved waterway repair or reconstruction, or replacement with grass swales; (e) Design and installation of drainage outfall repairs; (f) Design and installation of stormwater management (SWM) features; (g) Design and installation of erosion and sediment control measures, including temporary stream diversions for culverts and bridges; (h) Developing and acquiring approval of the Erosion and Sediment Control Plan and the SWM Plan and coverage under the General VPDES Permit for Discharges of Stormwater from Construction Activities (VAR10) per the Virginia Department of Environmental Quality (VDEQ), and preparation of applications and all supporting design documentation for any other environmental permits; (i) Design and construction of mockups of brick-faced bridge parapet walls with concrete core walls to replicate existing historic bridge parapet walls; (j) Design and construction of mockups of brick headwalls to replicate existing historic headwalls; (k) Replacement of designated existing bridge parapet walls and steel-backed timber guardrail in accordance with Government approved mockups; (l) Replacement of designated existing brick headwalls in accordance with Government approved mockups for each configuration; (m) Design and installation of bridge and culvert expansion joints; (n) Removing abandoned sewer main under bridge deck; (o) Cleaning and painting bridge structural steel (including designing and installing containment systems), and designing and replacing bridge bearings; (p) Replacing missing fasteners for bridge structural connections; (q) In-depth bridge inspection to identify required structural and aesthetics repairs; (r) Design and construction of bridge concrete repairs matching existing color and texture, including superstructure and substructure concrete repairs, and exposed aggregate concrete bridge deck repairs; (s) Design and replacement of exposed aggregate concrete bridge decks; (t) Design and partial depth replacement of exposed aggregate reinforced concrete slab bridge decks; (u) Design and replacement of bridge concrete sidewalks, curbs, and gutters; (v) Design and replacement of brick sidewalks at tunnel portals as necessary due to disturbance or subsidence. (w) Design and repair of masonry retaining walls, and drainage and weep systems behind retaining walls; (x) Design and installation of tunnel portal waterproofing membrane; (y) Cleaning, repointing, and repairing deteriorated mortar joints in brick and stone masonry, and replacing missing and damaged bricks in kind; (z) Design and installation of utilities, including tunnel lighting system, and traffic counter system; (aa) Development and implementation of a Transportation Management Plan (TMP) that defines construction sequencing, areas of disturbance, detours, and operational impacts to normal traffic flow; (bb) Traffic analysis for the TMP, and coordination with Virginia Department of Transportation (VDOT), City of Williamsburg, James City County, and York County; (cc) Design and implementation of temporary traffic control plans; (dd) Design and installation of permanent signing and pavement markings; (ee) Survey and mapping; (ff) Geotechnical design report that summarizes pertinent subsurface investigations, tests, and engineering evaluations. (gg) Utility designation, location, and mapping, and other utility investigations, including test holes where needed; (hh) Visual and video inspection of culverts and inlets proposed to remain in place with report summarizing findings; (ii) Design and construction of repairs to damaged culvert and inlets; (jj) Utility relocations and adjustments, and coordination with local utility owners for the timely completion of utility work; (kk) Maintaining utilities throughout construction; (ll) Development and implementation of a Quality Management Program; (mm) Overall project management, including coordination with NPS, VDOT, VDEQ, City of Williamsburg, James City County, York County, CSX Railroad, U.S. Navy, U.S. Coast Guard, utility companies, emergency services, and the surrounding public communities and commuters; (nn) Preparation of photos and plans for NPS coordination with the VDHR; (oo) Functional Wetland delineation; (pp) Biological monitoring; (qq) Design and installation of turf or native seed, tree and shrub replacements, and other vegetative re-establishment; (rr) Design and installation of wetland plantings, where required; (ss) Preparation of weekly workplan/schedule describing where and when ground disturbing activities will take place. (tt) Preparation of temporary construction easements. The following is a listing of some of the major work elements expected for this project: Design Work: • Field verification of mapping, supplemental survey and mapping as necessary, deed research, and property boundary location • Utility as-built investigation and verification, including: o Researching utility as-built plans and other records o Utility designation for horizontal location and mapping o Utility test pits for horizontal and vertical location o Subsurface utility exploration (SUE) report • Utility relocation coordination with all affected utility companies • Utility relocation plans • Geotechnical investigation and subgrade characterization • Geotechnical design, including: o Slope stability evaluation of cut and fill slopes o Subgrade stabilization o Soil analysis and infiltration testing for stormwater best management practice (BMP) features o Geotechnical design recommendations and report • Pavement design, including: o Pavement field reconnaissance and investigation o Pavement design analysis and recommendations and report • Geometric roadway design • Drainage design, including: o Inspection and condition assessment of existing drainage structures o Hydraulic and hydrologic analysis and design of culverts, inlets, ditches, paved waterways, and storm drain systems o Drainage outfall repair and stabilization design o Hydraulic design recommendations and report • Perform bridge condition inspection to identify required repairs • Design of bridge and culvert expansion joints replacement • Design of exposed aggregate concrete bridge deck • Design of partial depth slab replacement of exposed aggregate reinforced concrete slab bridge • Design of bridge concrete repairs • Design of tunnel portal waterproofing membranes • Design of bearing retrofit, and bearing replacement on the bridges • Design of bridge concrete sidewalks, curbs, and gutters • Design of masonry retaining wall repairs, including drainage system • Design of masonry weep drains • Design of temporary erosion and sediment control measures using applicable VDEQ, City of Williamsburg, James City County, and/or York County standards and guidelines • Design of permanent stormwater management BMP features in consultation with the NPS using VDEQ and local government standards and guidelines that are consistent with the historic cultural landscape and park environment, as appropriate • Calculation of the Total Maximum Daily Load (TMDL) reductions for the NPS to report to the state as part of their requirements to improve water quality in the Chesapeake Bay Ecosystem • Design of landscaped areas to be restored and rehabilitated in the context of the cultural historic landscape character defining features and views within the project area in consultation with NPS • Design of conduit, pull boxes, and related infrastructure for traffic count system. • Design of tunnel lighting system, including power supply • Development of a TMP in accordance with the FHWA’s manual for Developing and Implementing Transportation Management Plan for Work Zones, and VDOT’s Instructional and Informational Memorandum, I&IM-LD-241 • Design of maintenance of vehicular and pedestrian traffic during construction, including: o Construction phasing o Construction staging o Temporary pavement widening o Temporary safety barriers o Temporary traffic signals o Temporary signing and pavement markings o Detours • Design of permanent signing and pavement markings • Design of steel-backed timber guardrails • Design of non-connected transition from steel-backed timber guardrail to brick-faced bridge parapet wall • Design of mockups for each configuration of brick-faced bridge parapet wall with concrete core wall to replicate existing historic bridge parapet wall • Design of mockups for each configuration of brick headwalls matching the appearance, color, and finish of the existing historic brick headwalls • Design of protection for existing historic features, cultural landscapes, natural resources, and archeological resources • Preparation of plans, specifications, and all supporting design documentation • Preparation and coordination of submittals for review; and resolution of review comments • Design coordination and approval from NPS, EFLHD, VDOT, VDEQ, VDHR, City of Williamsburg, York County, James City County, CSX Railroad, U.S. Navy; U.S. Coast Guard, and utility companies • Preparation of any required design waivers and/or exceptions, submission, resolution of comments, and obtaining all required design waivers and exceptions for approval of the project documents • Obtaining all required permits for construction of the project including, but not limited to: o Preparation of permit applications and all supporting design documentation o Preparation and coordination of submittals for review o Resolution of review comments o Wetland permits as necessary from VMRC and local county wetlands board if required based on the design • Community and Stakeholder involvement and coordination, including organizing, leading, and documenting meetings • Quality management program development and implementation • Preparation and review of shop drawings and material submittals during construction • Responding to Request for Information • Preparation of design documentation (record drawings and as-built plans) stamped by the Designer of Record Construction Work: • Development of appropriate pre-construction or construction protocols as designated by federal, state, and local regulations and guidelines, for review and acceptance by EFLHD and NPS including, but not limited to: o Work Plan o Accident Prevention Plan o Health and Safety Plan o Environmental Management Plan o Waste Management Plan o Recycling Plan • Construction survey stakeout • Implementation and updating of the TMP • Implementation of the temporary traffic control plan for construction including, but not limited to: o Construction of temporary pavement widening o Installation of temporary safety barriers o Installation of temporary signing and pavement markings o Relocation of temporary traffic control devices for staged construction o Maintenance of temporary traffic control devices o Coordination of temporary traffic control plan with adjacent projects, NPS, VDOT, City of Williamsburg, York County, James City County, CSX Railroad, U.S. Navy, U.S. Coast Guard, emergency services, and the surrounding public communities and commuters • Installation of temporary and permanent erosion and sediment control measures • Installation of new and repair of existing drainage features including inlets, culverts, storm drain systems, ditches, and paved waterways • Reconstruction of existing concrete and asphalt roadways • Construction of curbs • Replacement of bridge and culvert expansion joints • Removal of abandoned sewer main under bridge • Repairing bridge concrete to match existing color and texture, including superstructure and substructure concrete repairs, and exposed aggregate concrete bridge deck repairs • Replacement of bridge concrete sidewalks, curbs, and gutters • Install paint containment system, removing and applying paint to structural steel, and replacing missing structural nuts and bolts • Replacement and retrofitting of existing bearings • Replacement of exposed aggregate concrete bridge deck • Partial depth slab replacement of exposed aggregate reinforced concrete slab bridge deck • Cleaning, repointing, and repair of deteriorated mortar joints and damaged bridge and stone masonry, install masonry weep drains, replace missing and damaged brick in kind • Repair of brick masonry retaining walls and install drainage system • Installation of tunnel portal waterproofing membrane • Construction of erosion repairs and stabilization • Construction of permanent SWM features • Turf establishment and landscaping, including rehabilitation of historic brick tree wells • Installation of tunnel lighting system, including connection to power supply • Installation of conduit, pull boxes, and related infrastructure for traffic counter system • Construction of mockups of brick-faced bridge parapet wall with concrete core wall to replicate existing historic bridge parapet wall for Government approval • Construction of designated existing bridge parapet wall and steel-backed timber guardrail in accordance with Government approved mockups • Construction of mockups of brick headwalls matching the appearance, color, and finish of the existing historic brick headwalls for Government approval • Construction of designated existing brick headwalls in accordance with Government approved mockups • Installation of new concrete-core bridge parapet walls with brick-facing and bridge parapet piers • Installation of steel-backed timber guardrail • Protection of historic features, cultural landscapes, natural resources, and archeological resources to remain • Biological monitoring during construction • Coordination with an independent archaeological monitoring firm and independent tribal monitoring during construction • Installation of permanent signs and pavement markings • Project administration, management, and scheduling • Formal and informal coordination with NPS, EFLHD, VDOT, VDEQ, City of Williamsburg, York County, James City County, CSX Railroad, U.S. Navy, U.S. Coast Guard, and utility companies • Implementation of permit requirements, including obtaining compensatory mitigation if needed • Compliance with regulations and project requirements, including identification, special handling, removal, and remediation of contaminated material • Implementation of Quality Management Program, including: o Providing independent construction inspection o Performing independent material sampling and testing o Preparing construction submittals • Preparation of as-built plans • All incidentals needed to complete the project Procurement Overview of the Project. Under this Notice, the EFLHD is soliciting D-B firms/teams to participate in Phase One – Qualifications Based Selection – of this "two-phased" D-B selection process. A selection committee will review and evaluate the Statement of Qualifications (SOQ) submitted by all responsive D-B firms/teams (Offerors). The selection committee will select up to a maximum of three of the most highly qualified Offerors to participate in Phase Two of this D-B selection process based on the established RFQ evaluation criteria. A copy of the draft RFP will be available to interested Offerors during Phase One. During Phase Two, the selected Offerors will be issued a Request for Proposal (RFP), which will outline the remainder of the selection process requirements. The RFP will contain the requirements necessary for the shortlisted Offerors to submit both a Technical Proposal and a Price Proposal during Phase Two. Those Offerors will be required to provide the necessary information to the EFLHD within approximately 60 calendar days after receiving the RFP. A site visit/pre-proposal meeting will be held within the first 15 calendar days of the Phase Two period to provide additional information. It is anticipated that a stipend will be awarded to each Phase Two Offeror who provides a responsive but unsuccessful proposal. After receipt of the Phase Two Technical and Price Proposals, the Contracting Officer (CO) will conduct a "best value" analysis. Award of one Firm Fixed Price contract is anticipated by the 2nd quarter of Fiscal Year 2023. Evaluation and Weighting Criteria: All Offerors responding during Phase One will be evaluated and a maximum of three Offerors will be shortlisted based on the evaluation factors and their relative importance listed below: The relative importance of the evaluation factors are as follows: Factor 1: Third most important Factor 2: Fourth most important Factor 3: Second most important. Factor 4: Most important. The Government selection of offerors during Phase I will be based on the Highest Qualified Offerors in accordance with the above factors. Factor 1. Key Personnel and Experience. The Government will review and evaluate each Offeror's design and construction experience, including technical and geographical similarities between the Offeror's design experience and the work described in this solicitation. Submit documentation for the key design and construction personnel listed below who will be involved in the design and construction of the project, indicating their specific experience within the past ten (10) years performing work similar in scope to the proposed design and construction work for this project. The specific areas for evaluation include design and construction work on projects for EFLHD, NPS, or similar state or federal government agencies that included highways, bridges, tunnels, geotechnical, pavement, hydrology and hydraulics, stormwater management, transportation management plans, erosion control, permitting, historic preservation, cultural landscapes, utility coordination, project management, and QA/QC. • Design-Build Project Manager – The Offeror’s principal point of contact for all activities throughout the entire design-build process. In addition to the experience described above, the Design-Build Manager must have experience performing technically the same or similar work on two (2) projects within the past ten (10) years involving the design and construction of complex multi-phased roadway projects using innovative/accelerated project design and construction methods. • Designer of Record – The Offeror’s single point of responsibility for all design procedures and decisions. This individual shall be a licensed Professional Engineer in the state of Virginia. In addition to the experience described above, the Designer of Record must have experience performing technically the same or similar work on a minimum of two (2) projects within the past ten (10) years involving the design and construction of complex multi-phased roadway projects using innovative/accelerated project design and construction methods. • Construction Manager(s) – The Offeror’s authorized representative in charge of the construction work. In addition to the experience described above, the Construction Manager must have experience performing technically the same or similar work on two (2) projects within the past ten (10) years involving the design and construction of complex multi-phased roadway projects using innovative/accelerated project design and construction methods. Submit documentation for the following key personnel, demonstrating a minimum of three (3) years of experience within the past ten (10) years performing complex multi-phased roadway design and construction work similar in scope to the proposed design and construction work for this project. The specific areas for evaluation include design and construction work on projects for EFLHD, NPS, or similar state or federal government agencies that included highways, bridges, tunnels, geotechnical, pavement, hydrology and hydraulics, stormwater management, transportation management plans, erosion control, permitting, historic preservation, cultural landscapes, utility coordination, project management, and QA/QC. • Quality Control Manager (QCM) – The Offeror’s designee responsible for providing Quality Control of the construction work and ensuring conformance with the Contract documents. The QCM is responsible for the oversight of all construction activities. • Permitting and Utility Coordinator – The Offeror’s representative responsible for compliance with environmental regulations, NEPA requirements, and Section 106 requirements both in the project design and construction phases. This individual is also the Offeror’s single point of contact for coordinating with permitting agencies and utilities. This individual shall have experience performing technically the same or similar work in the state of Virginia, and shall be familiar with coordination with Virginia Department of Environmental Quality. The Offeror may separate these responsibilities by assigning a permit coordinator separate from the utility coordinator. • Historic Landscape Architect – The Offeror’s representative responsible for compliance with the National Historic Preservation Act (NHPA), and for meeting the Secretary of the Interior’s Standards and Guidelines for Archaeology and Historic Preservation (1983) and the NPS Director’s Order 28: Cultural Resource Management (1998). This individual shall have a working knowledge of cultural landscapes both in the project design and construction phases and be able to direct efforts of the Offeror's cultural resources team to satisfy historic architectural, landscape, and archeological requirements. This individual shall be a licensed Landscape Architect. • Geotechnical and Pavement Engineer – The Offeror’s representative in charge of the geotechnical design, pavement design, foundations, retaining walls, and slope stability. This individual shall be a licensed Professional Engineer. • Hydraulic Engineer – The Offeror’s representative responsible for hydraulic design. This individual shall be competent in open-channel flow hydrologic and hydraulic analysis; culvert design; storm sewer design; floodplain analysis; scour analysis; countermeasure design; and stormwater management. This individual shall be a licensed Professional Engineer. • Bridge Engineer – The Offeror’s representative responsible for bridge design. This individual shall be a licensed Professional Engineer. • Safety Manager – The Offeror’s on-site representative in charge of safety with authority to halt work if warranted by safety violations. • Traffic Manager – The Offeror’s representative in charge of the design of the Transportation Management Plan (TMP), Maintenance of Traffic (MOT) plans, and procurement of MOT permits. This includes implementation and adjustment of the TMP during construction, coordination with stakeholders, and addressing stakeholder comments and concerns with the TMP and MOT. This individual shall be a licensed Professional Traffic Operations Engineer. • Public Information Manager – The Offeror’s representative in charge of providing information to the NPS for public outreach and awareness. Submit the organizational structure, identifying major participants and describing their roles in the project. Submit a communication plan identifying how each partner and subcontractor will interact and fit into the overall D-B team. Obligation to keep team intact: In connection with the services covered by this procurement process, any in-house personnel, subcontractors, and outside associates or consultants will be limited to the individuals or firms that are specifically identified during the RFQ submittal process. The Offeror shall obtain the Contracting Officer’s written consent before making any substitution for these designated in-house personnel, subcontractors, associates, or consultants. Key personnel cannot hold more than one position. Adjectival Rating Factor 1: Key Personnel and Experience, Description / Indicators Outstanding • Resumes of 100% of the key personnel demonstrate a minimum of three (3) years of experience within the past 10 years performing work on projects similar in scope, complexity, and geographical location as described in the solicitation. • Excellent qualifications were provided for all the key design and construction personnel. • The DBPM, DOR, and CM each provided 2 project examples within the past 10 years which demonstrated their experience in design and construction of complex multi-phased roadway projects using innovative/accelerated project design and construction methods. • At least 90% of the personnel identified have experience working on the EFLHD and the NPS projects with similar cultural landscape. Good • Resumes of at least 75% of the key personnel demonstrate a minimum of three (3) years of experience within the past 10 years performing work on projects similar in scope, complexity, and geographical location as described in the solicitation. • Excellent qualifications were provided for all key design and construction personnel. • The DBPM, DOR, and CM each provided 2 project examples within the past 10 years which demonstrated their experience in design and construction of complex multi-phased roadway projects using innovative/accelerated project design and construction methods. • At least 75% of the personnel identified have relevant experience working on the EFLHD or the NPS projects with similar cultural landscape. Acceptable • Resumes of at least 50% of the key personnel demonstrate a minimum of three (3) years of experience within the past 10 years performing work on projects similar in scope, complexity, and geographical location as described in the solicitation. • Good qualifications were provided for all key design and construction personnel. • The DBPM, DOR, and CM each provided 1 project example within the past 10 years which demonstrated their experience in design and construction of complex multi-phased roadway projects using innovative/accelerated project design and construction methods. • At least 50% of the personnel identified have relevant experience working on projects with EFLHD, NPS, or similar state or federal government agencies. Marginal • Resumes of at least 25% of the key personnel demonstrate a minimum of three (3) years of experience within the past 10 years performing work on projects similar in scope, complexity, and geographical location as described in the solicitation. • Acceptable qualifications were provided for at least 75% of the key design and construction personnel. • At least 25% of the personnel identified have relevant experience working on local, state or federal government projects. Unacceptable • Resumes of less than 25% of the key personnel demonstrate a minimum of three (3) years of experience within the past 10 years performing work on projects similar in scope, complexity, and geographical location a...
Data sourced from SAM.gov.
View Official Posting »