Working Version Draft SOW_MACC 2025.pdf

STATEMENT OF WORK FOR:

BASEWIDE MULTIPLE AWARD CONSTRUCTION CONTRACT

MACC

88th ABW CIVIL ENGINEER GROUP

5151 WRIGHT AVENUE

WRIGHT-PATTERSON AFB, OH 45433

Version Updated 14 May 2025

CONTENTS:

1. Summary of Work

2.

3. Design Performance Requirements

4. Construction Performance Requirements

5. Completion of Contract Task Order

6. Task Order Proposal Preparation Requirements

7. Task Order Proposal Evaluation Factors

4 SUMMARY OF WORK

1.1. Contract Scope: The MACC will be utilized to procure design and construction -Patterson AFB, OH (WPAFB).

1.2. The contractor shall provide all management, labor, material, and equipment (unless furnished by the Government), transportation, supervision and designs to accomplish multiple concurrent projects for a broad range of maintenance, repair and minor construction work on real property at Wright Patterson AFB, OH and local USAF Leased spaces. The base covers more than 8,000 acres of land (12.5 square miles) and provides operational support for more than 100 associate units located at Wright-Patterson. The base is divided into two areas - A and B. Ohio SR 444 runs between the two areas. WPAFB has 850 facilities containing 16.4 million SF, with missions varying tremendously in complexity and nature. Facilities include, but are not limited to, research and development, residential, pavements, industrial, etc. The size and diversity of WPAFB volume of task orders (TOs) placed against the MACC.

1.3. The prime contractor level is limited to US owned/operated contractors/companies only, foreign contractors are prohibited to participate.

1.4. Contractors that participate in the MACC will be expected to accomplish a wide variety of individual construction projects. Project types may include renovations/upgrades, additions, and complex repair work. projects may routinely include general construction and work, hazardous material surveying and abatement, mechanical, electrical, and telecommunications installations.

sent to MACC contractors to base their proposals on.

1.5. Project delivery methods form MACC TO (Task Orders) may include both Design/Build and Design/Bid/Build. Therefore, in addition to providing for general construction services, the Contractor will need to provide in-house design capability or ready access to design capabilities. The Contractors shall and completeness of TO proposals, accommodate multiple concurrent “active” rapid increases in work volume, process submittals in a timely manner, and perform according to schedule.

2. DEFINITIONS

2.1. General Information and Project Requirements (GIPR) - A document prepared by the government and issued to the contractor as part of the RFP for a Design- Build project. or IFB The GIPR contains the overall requirements and considerations of the proposed project, including but not limited to budget to be prepared by the contractor. For MACC projects spec section 01 11 20 is the GIPR.

2.2. Statement of Work (SOW) - A document prepared by the government and issued to the requirements for the project. For MACC projects spec section 01 11 10 is the

SOW.

2.3. Task Order (TO) - A task order is the detailed work request for a project issued under the MACC contract.

2.4. Request for Proposal (RFP) - A package of documents issued to the contractor requesting a proposal for construction and, when applicable, design documents, for a project based on the GIPR and SOW. Following submission of the proposal and at the government’s discretion, discussions may be held with the contractors to clarify elements of the proposal.

2.5. -been performed by a person licensed as a professional, in that area of expertise, in the state of Ohio or as otherwise indicated in the RFP.

2.6. Conventional Design-Build - The process by which the same contractor provides both the design and construction services for a project, under a single task order, and typically completing the entire design before construction activity begins.

2.7. Fast Track Design-Build - The process by which the same contractor provides both the design and construction services under a single task order, starting

GIPR.

2.8. Government Furnished Equipment (GFE) / Government Furnished Material (GFM) - Items of equipment or material which the government will supply to the contractor for use in the construction of a project.

2.9. Color Board - A visual presentation consisting of samples of the various be of adequate size to show the full pattern, texture, and color of each item.

2.10. Design Costs -

represent the portion of the overall project cost attributed to preparation of the 100% design and construction documents.

2.10 Investigative Costs D/B/B –

which represent the portion of the overall project cost attributed to all investigative services necessary to prepare the 100% design and construction documents.

2.11 Investigative Costs D/B – GIPR, which represent the portion of the overall project cost attributed to all investigative services necessary to prepare the 100% design and construction documents.

2.12 Investigative Services – For exterior work / new facilities, the investigative services typically include, but are not limited to, performing a survey of the project site including topography, cross sections, drainage survey, and bench level circuit. In addition, it may include location and size of all existing utilities and pertinent surface features for inclusion in the 100% design documents. For exterior and interior work, the existing conditions

GIPR.

2.13 Designer of Record (DOR) -

on is not required, the DOR would particular aspect of the project (i.e.: architectural, civil, structural, mechanical, or electrical).

2.14 Architect-Engineer (A-E) - The A-

authorized representative(s) thereof, professionally engaged in the practice of

2.15 Installation Facility Standard (IFS) – The Installation Facility Standard provides technical guidance for typical aspects of architectural and engineering design and construction. Designers are to utilize the information in this guide in the development of construction documents. The most current version, as of the acceptance of a 35% Design submittal, will be the governing standard for individual designs. The current version is available for download on the Whole Building Design Guide website (https://www.wbdg.org/airforce/ifs/wright-patterson-afb-ifs)

3. DESIGN PERFORMANCE REQUIREMENTS

3.1. Overview:

3.1.1. The Contractor’s Architect-Engineer (A-E) design services shall include, ations, cost estimates, presentation boards and bidding schedules as required to provide a complete set of contract documents required to complete the work outlined in the TO RFP. The projects may require multidiscipline engineering services. The projects shall require hard copy and electronic products as herein described.

3.1.2. The Contractor’s A-E shall provide construction administration services (Title II) which includes, but is not limited to; Inspection and construction supervision services to be performed during construction. Title II services include but are not limited to the following: review of material submittals, attendance at construction meetings, engineering required to resolve construction problems, and periodic site the individual task statement.

3.2. Typical Documents Required (refer to the TO RFP for exact requirements):

3.2.1. Design Analysis: The design analysis shall be submitted in both hard and electronic formats per the TO. The hard copy shall be prepared on standard 8-1/2" x 11" sheets and submitted as a bound report; the ance with the Installation Facility Standards, Appendix G02. The design analysis engineering computations, seismic analysis, soil borings and analysis, building code (includ equipment and material data, concept sketches, photographic documentation, existing building/site analysis, asbestos, lead and PCB sampling/tests, survey report and any other information necessary to intentions and methods. The A/E shall visit the site to thoroughly familiarize him or herself with all details of the proposed work, to check

Protection Design Analysis shall be prepared in accordance with UFC 3- 600-01 paragraph 1-7.2.2 The design analysis shall include a project documentation section which documents minutes of meetings, Government review comments, A-E responses to comments, and any communications relevant to the individual task. The author of each portion of the analysis shall be clearly indicated, including professional seal(s) as appropriate; it is required that the Fire Protection Engineer sign and seal

3.2.2. Drawings: Drawings shall be required in both electronic (DWG and PDF

Standards, Appendix G02 and in conjunction with the current A/E/C Graphic Standards and A/E/C CAD standards. The A/E/C Standards are available from the CAD-BIM Technology Center templates will be provided by the government.

3.2.2.1. The native CAD software for

(minimum). Wright-Patterson currently bids all projects

3.2.2.2. All drawings, both hard copy and electronic, shall include the standard government title block and border. The location plan(s), drawing index, drawing legend, abbreviations, and project title shall quent sheet all Life/Safety data shall be clearly complied including, but not necessarily limit to, International Building Code (IBC) references indicating appropriate pertinent informatio walls, path of egress, etc. Life safety plans shall be prepared in accordance with UFC 3-600-01 paragraph 1-7.2.3. All drawings shall include a graphic scale. Lettering shall be no less than 1/8" high.

Drawings shall be accurate a required schedules, tables, details, sections, plans, elevations and general notes, to enable proper and satisfactory construction of the entire project.

3.2.2.3. Final drawings shall be sealed and signed by a principal registered in engineering and/or architecture as appropriate.

Additionally, it is required that the Fire Protection Engineer sign and

3.2.2.4. Use of Building Information Modeling software is highly encouraged, however when utilized or required per an individual task statement, must be compatible with the Installation Facility Standards, Appendix G02. The native BIM target software is Autodesk, Inc. Revit 2015 (min.). All BIM designs shall utilize the Advanced Modeling Requirements available at the CAD-BIM Technology Center

Revit templates will be provided by the government.

3.2.3.

hard copy formats in conformance with the Installation Facility Standards, Appendix G02. Wright-Patterson currently bids all projects electronically;

complete and clear, shall amplify all information shown on the drawings, include detailed requirements for materials and equipment, and any required layouts, details and/or schedules; any drawings or sketches among bidders. Wherever possible, material items

-1/2" x 11", leaving a one-inch margin right and left, and a 1-1/2" margin top and bottom and be unbound to facilitate reproducti limitations.

3.2.4. Preparation of the draft DD Form 1354 (Transfer of Real Property). As required, the A-E shall complete a draft DD Form 1354 (copy will be provided with each applicable task). This form itemizes the types, quantities and costs of various equipment and systems that comprise the project for the purpose of transferring the new construction work to the

Construction contractor upon completion of construction. Please referenced UFC 1-300-08, Criteria for the Transfer and Acceptance of DoD Real Property for additional information. The AE shall contact the 88 CEG/CENMP Design Manager for additional guidance.

3.2.5. Preparation of the draft BUILDER Update Form. For tasks designing the addition and/or changes to real property the A-E shall provide a completed draft BUILDER Update Form. This form itemizes the types, quantities and costs of various equipment and systems that comprise the project for the inventory of real property. This draft form will be used as a guide in

Construction contractor upon completion of construction. Refer to the AF Sustainment Management System (SMS) Playbook and Installation Facility Standards for additional information. The A- E shall contact the 88 CEG Design Manager for additional guidance.

3.2.6. Design tasks that include furniture shall be prepared in accordance with the Air Force Installation Contracting Agency (AFICA) Mandatory Blanket Purchase Agreements (BPA’s) and Furnishing Contracts. Comply with all Mandatory BPA’s and Contracts regarding selection of product, furniture, -E shall contact the 88 CEG Design Manager for additional guidance.

3.2.7.

characteristics.

3.2.8.

shall be provided to the A-E.

3.2.9. Renderings, contextual photographs and rendered animations as required in individual task statements.

3.3 Design Submittal Descriptions: The Contractor’s A-E shall be required to complete the design for each task and deliver the submittals to the DM in accordance with the following general submittal requirements and in conformance with the Installation Facility Standards. The actual submittal requirements and design schedule (in calendar days) for each individual task sign milestone events at the pre-design meeting and will be incorporated into the delivery order.

The A-E shall be responsible for ensuring that all electronic and hard copy submittal items strictly conform to the Installation Facility Standards.

documents for bidding purposes. Submitted hard copy documents must be

3.3.1 Concept Design Level (10%): The purpose of the concept design is to verify all the design requirements, translating them into a concise statement

The concept submittal shall include, at a minimum, the following information:

3.3.1.1 description of the architectural, mechanical, electrical, and structural ription of the existing facility and equipment, site analysis and any other information analysis shall also include minutes of meetings, Government review comments, A-E responses to comments, and any communications relevant to the individual task.

3.3.1.2 Floor plans, preliminary elevations, perspectives, schematic sketches, photographs, general layouts and diagrams as required to graphically communicate the design solution(s).

3.3.1.3 Submittals items shall be required in both electronic and hard copy statement and in strict accordance with the Installation Facility Standards.

3.3.1.4 The required number of copies for each submittal item shall be

3.3.2 Preliminary Design Level (35%): The general direction and details of the

The preliminary design submittal shall include, at a minimum, the following information:

3.3.2.1 The preliminary design analysis shall be a revised and updated version of the concept design analysis expanded to include a list of all required permits (including EPA), test and survey results (including asbestos, lead, PCBs, etc.), complete design calculations, product and required to fully describe the architectural, mechanical, electrical, structural, and other supporting systems. The design analysis shall also include minutes of meetings, Government review comments, A-E responses to comments, and any communications relevant to the individual task.

3.3.2.2 architectural and structural sections and details, preliminary mechanical and electrical equipment and distribution layouts, fully developed elevations, schedules, and tables, completed Life/Safety data sheet and IBC code analysis, and any other information required to clearly illustrate and describe the design.

3.3.2.3 the project.

3.3.2.4

3.3.2.5 Submittals items shall be required in both electronic and hard copy statement and in strict accordance with the Installation Facility

3.3.2.6 The required number of copies for each submittal item shall be

3.3.3 Intermediate Design Level (65%): The general direction and details of the design shall be fully developed and clearly indicated at this design level.

The intermediate design submittal shall include, at a minimum, the following information:

3.3.3.1 The intermediate design analysis shall be a revised and updated version of the preliminary design analysis including minutes of meetings, Government review comments, A-E responses to comments, and any communications relevant to the individual task.

3.3.3.2 architectural and structural sections and details, detailed mechanical and electrical equipment and distribution layouts, detailed elevations, schedules, tables, completed Life/Safety data sheet and IBC code analysis, and any other information required to clearly illustrate and describe the design.

3.3.3.3 requirements.

3.3.3.4 Finish color and material board (only if changed from the 35% submission), if applicable.

3.3.3.5 Draft BUILDER update documents.

3.3.3.6 Submittals items shall be required in both electronic and hard copy statement and in strict accordance with the Installation Facility

3.3.3.7 The required number of copies for each submittal item shall be

3.3.4 Pre- The design at this level shall be in reality a

100% complete and checked detail to allow for bidding and construction. The intent of this submittal is to provide the G

The pre-

3.3.4.1 The pre-

the intermediate design analysis including minutes of meetings, Government review comments, A-E responses to comments, and any communications relevant to the individual task.

3.3.4.2 elevations, completed schedules and tables, Life/Safety data sheet and general notes as required.

3.3.4.3 not required for the respective project removed, whether brackets are present or not.

3.3.4.4 Completed permits (including EPA), if applicable.

3.3.4.5 Statement of Estimated Construction Period (number of calendar days).

3.3.4.6 Draft DD Form 1354 (Transfer of Real Property).

3.3.4.7 BUILDER update documents.

3.3.4.8 Finish color and material board (only if changed from 35% or 65% submission), if applicable.

3.3.4.9 Submittals items shall be required in both electronic and hard copy statement and in strict accordance with the Installation Facility

3.3.4.10 The required number of copies for each submittal item shall be

3.3.5 Final Design Level (100%): The design at this level shall be a totally set of construction documents, sealed and signed by a engineering as appropriate. Additionally, it is required that the Fire e following information:

3.3.5.1 Final drawings (22” x 34”).

3.3.5.2

3.3.5.3 Final Color board and exterior elevations (only if changed from 95% submittal).

3.3.5.4 Final draft DD Form 1354 (Transfer of Real Property). Provide the electronic version and one (1) hard copy of the DD Form 1354.

3.3.5.5 Final BUILDER update documents.

3.3.5.6 pre-review comments, A-E responses to comments, and any communications relevant to the individual task.

3.3.5.7 Submittals items shall be required in both electronic and hard copy statement and in strict accordance with the Installation Facility

3.3.5.8 The required number of copies for each submittal item shall be

3.3.6 The A-E shall forward copies of submittal items, as described above and indicated in the individual task description, to the DM. The A-E shall also forward a copy of the transmittal letter on the A-to the CO for each design submittal.

3.3.7 Following completion of each design level, a review of the submittal will be performed by the DM, the using agency, and other organizations as required. The DM will forward consolidated comments to the A-E, with copy to the CO. The A-E shall be responsible to provide a written response to each comment indicating in detail the proposed action, compliance, or rebuttal within one week of receipt of the comments. The response to each comment shall include a detailed explanation of the A-to request a design review conference(s) in order to discuss and resolve comments as appropriate. The A-E shall submit meeting minutes after every design review (to include the pre-design meeting) to the DM and the CO within two business days.

3.3.8 The A-E shall include all comments and responses to comments, including minutes of any subsequent discussions indicating open action items

3.4 Schedule Requirements:

3.4.1 The A-E shall attend as many design conferences as required to properly complete the individual design task. Design conferences are anticipated at the beginning of each individual task (Pre-design meeting) and after each design submission at a minimum.

3.4.2 The Contractor/A-E shall submit meeting minutes to the DM and the CO within two business days and include a copy in the next updated version of the design analysis.

3.4.3 The A-E may be requested to formally present submittals to the Base Civil Engineer, using agency upper management, and other organizations as required.

3.4.4 Fast tracking information

3.5 Standard Base Design Criteria:

3.5.1 The A-E shall prepare all design documents in conformance with the applicable portions of the most current version of the publications noted individual task statement.

3.5.1.1 -200-01.

3.5.1.2 National Fire Protection Association (NFPA) Codes & Standards

3.5.1.3 Wright Patterson AFB Installation Facility Standards, latest version.

3.5.1.4 UFC 1-200-01; Design: General Building Requirements

3.5.1.5 UFC 1-200-02; High Performance and Sustainable Building Requirements

3.5.1.6 UFC 3-600-01, Design: Fire Protection Engineering for Facilities

3.5.1.7 Architectural Barriers Act

3.5.1.8 UFC 4-010-01; DoD Minimum Antiterrorism Standards for Buildings.

3.5.1.9 All other Air Force publications, manuals, pamphlets, and regulations deemed applicable by the DM or as referenced by the above UFCs.

3.5.2 The design for the communications requirements for all projects shall be in strict accordance with the Installation Facility Standards, appendix G11.

The A-E shall coordinate all communications requirements with the using agency and the base communications engineer through the DM.

3.5.3 projects shall be in strict accordance with applicable UFCs and the Installation Facility Standards appendix G08. The A-E shall coordinate all

3.5.4 The A-E shall incorporate sustainable design principals to the extent appropriate given the nature and scope of the project design as described in the individual task statements and in accordance with the Installation Facility Standards. Designs shall meet UFC 01-200-02 High Performance and Sustainable Building Requirements. In all cases designs shall address the applicable portions of the following general goals:

3.5.4.1 Reducing the environmental impact and total cost of ownership of Air Force facilities and infrastructure.

3.5.4.2

3.5.4.3 Providing safe, healthy and productive built environments.

3.5.5 The A-

project area to determine if any environmental issues exist and are properly addressed in the design in strict accordance with Appendix G03 of the Installation Facility Standards. All d demolition in any structure shall include a comprehensive environmental survey of the area of work. Survey results shall identify the presence and quantity of toxic and other regulated substances. Testing for the presence of asbestos shall be compliant with the National Emission Standards for Hazardous Air Pollutants (NESHAP). Asbestos results will be utilized to

Demolition and Renovation to be submitted to the Regional Air Pollution Control Agency (RAPCA) for the demolition and/or removal of regulated asbestos.

3.5.5.1 The A-E shall provide all information required to complete and obtain all appropriate permits, including EPA and SHPO permits (i.e. permits to install, permits to operate, historic preservation, etc.) as required by the Natural Resources Management Branch of the Civil Engineer Directorate, 88 CEG/CEIE and any other applicable regulatory agencies, in accordance with Appendix G03 of the Installation Facility

3.5.5.2 The contractor shall perform an environmental survey of the structure to include but not limited to identifying the presence of:

asbestos containing materials (ACM), radiation sources in smoke detectors, mercury containing lamps, mercury containing switches, PCB light ballasts, and ozone depleting substances (ODS) in refrigerants.

3.5.5.3 The contractor shall be currently licensed by the State of Ohio as an asbestos hazard evaluation specialist, in accordance with the Ohio Administrative Code. The contractor is required to thoroughly inspect and identify this facility for the presence of asbestos, including category I and category II, friable and non-friable asbestos containing material. All suspected ACM shall be sampled using industry accepted methods in a professional manner, using that degree of care and skill ordinarily exercised by and consistent with standards of competent consultants practicing in the same or similar locality. All work practices shall conform to the requirements of OSHA’s 29 CFR 1926.1101(g)(9) for Class III Asbestos Operations. The samples will be analyzed by a laboratory accredited by the National Voluntary Laboratory Accreditation Program (NVLAP).

3.5.5.4 The contractor shall survey the facility at a minimum, for the presence of asbestos utilizing the methods as described in ASTM E2356-10 for Pre-Construction Surveys”. All homogeneous areas shall be sampled as prescribed by 40CFR763.86 to include all Surfacing Materials, Thermal System Insulation, Miscellaneous Material, Friable and Non-friable Suspected Asbestos Containing Building Material. The analysis shall be performed utilizing methods prescribed by 40CFR763.87 and an assessment as prescribed by 40CFR763.87 shall be provided.

3.5.5.5 All bulk samples shall be analyzed utilizing EPA Method 600/R-93/116 using Polarized Light Miscopy (PLM) in combination with Transmission Electron Microscopy as may be required. Any bulk sample analysis results with an asbestos content of greater than1% but less than 3% shall be reanalyzed utilizing EPA method 600/R- 93/116 at 400points. Samples of vermiculite shall be analyzed utilizing EPA Research Method 600R-04/004.

3.5.5.6 The work shall be in accordance with the following: 5.2 OSHA 29 CFR 1910.1001, OSHA 29 CFR 1926.1101, EPA 40 CFR 61 Sub part M, EPA 40 CFR 763.86, EPA 40 CFR 763 Sub Part E Appendix C, OAC 3745-20, ASTM E2356-10.

3.5.6 All land surveys required as part of the design process must be completed in accordance with the Surveying Guidance contained in Appendix G2 of the Installation Facility Standards. The survey results shall be documented either on the construction drawings or as a separate submittal sheet as appropriate. Survey notes should be submitted as part of the complete package so any discrepancies can be investigated.

3.5.7 The A-E shall notify the DM, as part of the concept (10%) design analysis, of per applicable local, state, national, and Air Force codes. The DM shall determine which of the d task statement, shall be added to the project scope. Any requirements not within the original project scope shall be added via a change order processed through the CO.

3.6 Miscellaneous Requirements:

3.6.1 The Contractor and Contractor’s A-E may be asked to support the submission of Air Force Design Awards packages, in the form of photographs and narrative responses to required prompts. Support of these submissions will be at no additional cost to the Government.

However, the A-project wins an Air Force Design Award.

3.6.2 The A-E shall provide documentation of their internal Design Quality Control Program (DQCP) used to ensure technical accuracy of drawings, The DQCP shall be used to identify and eliminate errors, omissions, interferences, and inconsistencies between all design disciplines and review comments.

3.6.2.1 Contractors shall revise and submit to the Government a supplemental DQCP if any changes to the plan are realized during the duration of the MACC contract. Reference the MACC Request for Proposal Requirements document, section 2.8 for the DQCP requirements. The plan shall include at a minimum assigned personnel proposed to support on the TO.

3.6.3 The A-E shall have access to the Base Civil Engineer record drawings in-order to perform any required research and investigation of existing as-built drawings. These documents will be provided to the A-E Digitally.

Reproduction of drawings or other records drawing material will be at the A/E’s expense.

3.6.4 The Government will establish a using agency point of contact for each design requirements, functional information, and other input as required for each task. The A-E is reminded that the using agency point of contact is not authorized to direct a change in design scope. All using agency input shall be coordinated with the DM prior to inclusion into the design solution.

3.6.5 The A-E shall obtain all required publications at their own expense. Most publications are available on the internet.

3.6.6 The A-E shall relinquish all claims to additional monetary compensation for the whole or partial reuse by the Government of the documents submitted under this contract. All submitted items become the property of the Government free of any copyright restrictions.

4. CONSTRUCTION PERFEROMANCE REQUIREMENT

4.1. Key Personnel:

4.1.1. Contract Manager (CM). Contractor shall provide a Contract Manager and f a bachelor’s degree in civil or structural engineering, or a bachelor’s degree in architecture. The CM will be responsible for the overall performance of this contract. He/she shall have a minimum of 5 years’ experience in that capacity and shall have the authority to negotiate task orders and subcontract management. The CM must be available via local phone service throughout the duration of all ongoing TO’s and his / her phone number shall be provided to the government immediately following award of any TO.

4.1.1.1. The CO must be able to contact the CM by phone at all times. The CM shall provide overall contract management, including full authority to develop TO proposals, negotiate and sign TOs, provide subcontract purchasing and administration, review material submittals and shop drawings, and shall attend all bi-weekly status meetings, site visits and pre- inspections.

Contractor should be able to remobilize within 24 hours.

4.1.2. Design Quality Control Manager (DQCM) (applies to Design/Build Construction only): The DQCM will be responsible of being cognizant engineering or architectural design experience and is a registered professional engineer or architect and can be one of the Designers of

Record. The Contractor shall notify in writing the name of the individual and the name of an alternate person assigned to that position.

4.1.3. Contractor’s Quality Control Manager (CQCM) shall be a graduate engineer, graduate architect or a graduate of construction management with a minimum of 3 years construction experience. The CQCM shall be responsible for overall management of Contractor’s Quality Control (CQC) and have the authority to act in all CQC matters for the Contractor. Provides quality control management for all active TOs and executes the QC plan. The CQCM shall visit each active project site daily to ensure full compliance with all safety requirements, and verify that the materials and workmanship are in accordance with the approved construction drawings, shop drawings, material submittals ordinate material submittal sheets and shop drawing submittals, prepare QC reports, schedule and coordinate testing procedures and attend all status meetings, site visits, and pre- An alternate supplement to serve in the event of the CQCM absence. The requirements for the alternate shall be the same as for the designated CQC System Manager.

4.1.4. shall be a graduate engineer, graduate architect, or a graduate of construction management, with a minimum of 5-years construction experience.

4.1.4.1. Conduct daily safety and health inspections and maintain a written log which includes area/operation inspected, date of estimated and actual dates of corrections. Safety inspection logs shall

4.1.4.2. Conduct mishap investigations and complete required reports.

Maintain the Occupational Safety and Health Administration (OSHA) Form 300 for prime- and sub-contractors.

4.1.4.3. Maintain applicable safety reference material on the job site.

4.1.4.4. Attend the pre-construction conference, pre-work safety conference, pre- work meetings including preparatory inspection meeting, and periodic in- progress meetings.

4.1.4.5. Implement and enforce the submitted Accident Prevention Plans (APPs).

4.1.4.6.

unresolved safety and health safety bulletin board.

4.1.4.7. Ensure sub-contractor compliance with safety and health requirements.

4.1.4.8. Provide safety indoctrination to all construction site visitors.

4.1.4.9. Ensure that all Contractor/subcontractor employees have all Hazardous Toxic Radioactive Waste (HTRW), asbestos, and lead paint training, and their personnel protection equipment meets applicable OSHA/EPA requirements.

4.1.4.10. Conduct daily walkthrough of the site ensuring work is being accomplished safely and occupational health is not compromised.

4.1.4.11. Conduct weekly safety meetings for all workers.

4.1.4.12. Conduct monthly supervisory safety meetings.

4.1.4.13. Provide accident reports.

4.1.4.14. Produce a Daily Safety Report of activities performed and attach this

Government for the record weekly.

4.1.4.15. Minutes shall be provided of weekly and monthly safety meetings with the Daily Safety Report.

4.1.4.16.

UFGS.

4.1.4.17. Failure to perform the above duties shall result in dismissal of the SSHO, and/or CQCM, and/or Project Superintendent and a project replacement.

4.1.5. Contractor’s Project Superintendent (PS): The PS shall be able to demonstrate three examples of past experience with projects of similar scope, size and technicality. all status meetings, site visits and pre-being performed. In the event of an absence of the regular PS, an approved alternate may cover the duties of the PS. The PS cannot be the CQCM and subcontractors may not perform duties of the PS.

4.1.6. Contractor’s Environmental Manager (EM): The environmental manager shall ensure environmental compliance on all projects. The EM shall have and maintain the credentials necessary to be considered a

This individual may perform these duties in conjunction with other duties

4.1.7. For smaller contracts duties and roles may be shared by the same person. For larger or more complex projects, a more robust contract for the CQCM, SSHO and Superintendent for each TO will be outlined in the TO RFP for that project.

4.1.8. If the same person is to perform all three roles (CQCM, PS and SSHO) they will be required to be on site at all times work is being performed to ensure prime oversight. Additionally, they should not be assigned to additional roles on other TOs.

4.1.9. Any damages realized by work stoppages due to dismissal of contractor personnel shall be the sole responsibility of the prime contractor.

4.2. Construction Quality Control Plan (CQCP):

4.2.1. Contractors shall revise and resubmit to the Government the CQCP if the task order changes any of the following to the original CQCP, submitted under the MACC Proposal:

4.2.1.1. Change to lines of authority

4.2.1.2. Quality Control Personnel

4.2.1.3. Procedure changes to the management structure

4.2.2. Revisions to the CQCP shall be submitted to the Government for review and acceptance. Acceptance of the Contractor’s Plan is required prior to the start of construction; Acceptance is conditional and will be predicated on satisfactory performance during the construction. The Government reserves the right to require the Contractor to make changes in the CQCP and operations including removal of personnel, as necessary.

4.3. Management Plan:

4.3.1. Contractors shall revise and submit to the Government a supplemental

Management Plan if any changes to the plan are realized during the duration of the MACC contract. Reference the MACC Request for Proposal Requirements document, section 1.1 for Management Plan requirements. The plan shall include at a minimum assigned personnel proposed to support on the TO.

4.4. Commencement and Performance of Construction Work

4.4.1. The contractor shall commence work and complete the projects in accordance with the time frames established in the Task Order (TO) and Notice to Proceed (NTP). Once the has issued an NTP for an individual TO, the Contractor shall submit a progress schedule and Pre-construction submittals for approval and commence work. In the case of a Design-Build, the NTP will not be issued until the construction drawings have been approved by the CO. In rare circumstances, on projects deemed emergencies, the CO may issue verbal direction prior to the issuance of the written TO. In those circumstances, the NTP shall be the date the Contractor received the ow with in seventy-two (72) hours.

4.4.2. Partnering: The contractor shall arrange and fund a partnering meeting between the Government and the contractor and their subcontractors if required by each TO within (30) days of issue.

4.4.3. Submittals, Contract Progress Schedules (CPS): Submittals and Contract Progress Schedules shall be provided in accordance with the terms and conditions of the contract.

4.4.4. Inspection by the Government: The assigned Base Civil Engineering representatives will monitor the Contractor’s progress on each active TO, and identify any non-compliance items while performing technical surveillance of workmanship. The Government Construction Manager must have access to the jobsite at all times. The construction drawings must be on the jobsite and available for review.

Government shall be listed on the weekly QC Report until the Government concur with their completion.

4.4.5. Progress Reports: The CM shall coordinate with the Government Construction Manager weekly to review the amount of progress for each TO, and discuss any weather days requested for that week. This review will ensure accurate progress is reported on the bi-weekly progress report (AF Form 3065). Disputes will be referred to the

The completion percentage reported by the Government Construction Manager shall be the basis for payment.

4.4.6. Materials Submittals/Shop Drawings:

4.4.6.1. Once an individual TO is awarded and NTP issued, the Contractor shall submit all required pre-construction submittals to the CO within 10 calendar days for approval. No materials shall be installed prior to approval.

4.4.6.2. All material submittals and shop drawings shall be attached to an AF Form 3000 with the TO title, project number, and TO number clearly indicated. Submit all submittals electronically to CO, unless physical samples or hard copies are requested per the TO.

4.4.6.3. Material submittals and shop drawings shall be checked and signed by the CQCM prior to submission to the CO.

4.4.6.4. Submittals shall be legible, and shall include all technical data needed to verify that the item meets requirements of the and applicable codes.

4.4.7. Meetings: The Contactor shall lead a weekly or bi-weekly progress meeting (to be determined for each project), to include Government Personnel discuss project progress, issues, schedule (including two-week look-ahead schedules), etc.. The contractor shall prepare minutes of the meeting and provide a copy to all parties in attendance. Should any party not concur with the minutes, they shall state the areas of nonoccurrence, in writing, to the contractor within 4 calendar days of receipt of the minutes.

4.4.8. Timelines & Scheduling of Work:

4.4.8.1.

pursuant to the FAR 52.236-15 - Schedules for Construction Contracts. Show in the schedule the sequence in which the Contractor proposes to perform the work and dates on which the Contractor contemplates starting and completing all schedule activities. The scheduling of the entire project, including the design, if applicable, and construction sequences, is required. The scheduling of construction is the responsibility of the Contractor.

Contractor management personnel shall actively participate in its development. Subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool.

4.4.8.2.

01 31 10, the FAR Clause 52.236-15, and shall be in the form of a Gantt Chart in Microsoft Project. Narrative Report shall be provided with the initial schedule and each Periodic Update of the project schedule. The Narrative Report shall include a description of less than or equal to 20 workdays, a description of current and anticipated problem areas or delaying factors and their impact, and an explanation of corrective actions taken or required to be taken.

The narrative report is expected to communicate to the output and its plans to compensate for any problems, either current or potential, which are revealed through that analysis.

Identify and explain why any activities that, based their calculated late update period but did not.

4.4.8.3. However, the approved AF Form 3064 and 3065 Project Schedule

4.4.8.4. Once issued the Notice to Proceed for construction, the successful contractor shall submit for approval all work schedules to the

4.4.8.5. Before any work is initiated under an individual TO, the CM shall coordinate with the CO and Government Construction Manager and agree on a sequence of procedures; means of access to premises and building; space for storage of materials and equipment; delivery of materials and use of approaches, corridors, stairways and elevators.

4.4.8.6. The construction schedule shall address all phasing requirements as stated in the TO. For D/B Projects these areas shall be clearly annotated on the Contractor’s construction drawings.

4.4.9. Work in Occupied Areas:

4.4.9.1. This contract includes work in multiple use type facilities that may be occupied when work is in progress. All work must be coordinated by the Contractor to minimize inconvenience to occupants. It shall be the Contractor’s responsibility to take whatever measures are necessary to assure the protection of occupant’s assets, furnishings, equipment, etc., and to perform the work so as to cause minimal disruption of ongoing activities in occupied areas.

4.4.9.2. Any temporary construction (example: dust partitions) shall be subject to prior approval of the CO.

4.4.10. Noise Control: The Contractor shall comply with all applicable state and local laws, ordinances, and regulations relative to noise control.

The Government may require that operations that generate excessive noise be scheduled at other than standard work hours.

4.4.11. Coordinating With Government Activities:

4.4.11.1. The Contractor shall adhere to the requirements of each individual user organization. Any infringement on the normal working conditions (i.e. closing a hallway) shall be coordinated at least 10 working days in advance.

4.4.11.2. If it becomes necessary to interrupt the using agency’s work activities in buildings and/or areas for construction purposes, working days in advance. Written requests for street closings shall be submitted to the CO for approval 21 working days prior to closing of the street.

4.4.11.3. Work in connection with this contract which requires utility outages, (electrical, water, gas, etc.) which will close down or limit (as determined by the CO) normal activities in the building, y outages shall be submitted in writing to the CO for approval 10 the Contractor. CE personnel will be scheduled for this purpose.

4.4.11.4. The Contractor may be required to coordinate access to the construction area and time in the schedule for other government contractors that are required for a completed project.

Coordination will be required with the CO and coordination of storage and workspace for the separate government contractor will be required. This may include, but not limited to, the installation of specialty equipment, furniture, and telecommunications. Prior to contractor starting work on the construction site, an intermediate inspection of the site and the documentation of the current conditions can coordinated with the CO, Refer to FAR 52.246-12.

4.4.12. Utility Privatization: The following utilities have been privatized:

Electricity, Sewer, Water, and Natural Gas. Connections to utilities at building perimeters must be designed and installed according to the in individual RFP’s.

4.4.13. Paving and Roadwork: Prior to start of any paving or roadwork, the Contractor shall coordinate start and completion dates in writing with the CO 21 calendar days prior to the scheduled start.

4.4.14. Testing of Materials:

4.4.14.1. All material or system tests

original form. The Contractor shall notify both the Government Construction Manager and the CO at least 24 hours prior to conducting tests.

4.4.14.2. Concrete compressive strength test cylinders or borings shall be taken in the presence of, and as directed by the Government Construction Manager. The Contractor shall notify both the CO and the Government Construction Manager at least 24 hours prior to placement of any concrete. The Contractor shall label test cylinders immediately with black permanent marker to clearly indicate the cylinder number, project number, and date. Cylinders shall remain on the project site until they are tested.

4.4.14.3.

presence of the Government Construction Manager. Compaction tests will typically be required for each lift. The Contractor shall notify the Government of the scheduled time and date for testing each lift at least 24 hours in advance. Any compaction test performed without the Government Construction Manager present may not be accepted.

4.4.14.4. All projects involving demolition or renovation, regardless of contract vehicle, are required to have a hazardous material survey.

4.4.15. Excavation Permits and Digging:

4.4.15.1. It is the Contractor’s responsibility to verify as-built conditions.

The Government does not guarantee the accuracy or adequacy of existing as-built drawings. The Government Construction Manager out by the Contractor. The Contractor shall coordinate with each signatures, follow procedures stated on the form, and provide a copy of the approved permit to the Government Construction Manager prior to performing any excavation. The Contractor shall provide drawings showing the exact location, depth and description of the type of excavation to be accomplished.

4.4.15.2. The Government will exercise reasonable attempts to identify/locate buried lines. Prior to the request the contractor shall mark on site the location of the work to be performed. The Contractor shall also coordinate with the Government Construction Manager to ensure the appropriate CE shops or utility owners have marked existing underground utilities prior to starting excavation. Utility markings indicate an area of 2 feet (for water, storm, and sanitary) to 5 feet (gas, electric, and comm) from the marking, except when the CO deems otherwise. This zone on either side of the mark provided is a hand-dig only area. Since the depth of the utility will not be provided, the contractor assumes responsibility for any depth determination necessary.

4.4.15.3.

shall be avoided by the Contractor. If these lines are broken, cost for damages shall be the responsibility of the Contractor. If the Contractor is deemed responsible for a damaged line, he shall immediately repair the line to its prior condition. In an emergency situation, or if the CO determines the Contractor is not responding within a reasonable time, the Government reserves the right to repair the damage and bill the Contractor at CE shop rates.

4.4.15.4.

Government will be responsible for the repair cost.

4.4.15.5. The Contractor shall immediately notify the CO, Government Construction Manager, damaged.

4.4.16. Adherence to Government Policies:

4.4.17. Installation Rules and Regulations: The rules and regulations of the installation where services are performed shall apply to the contractor and their employees while on the premises of such installation. These regulations included but are not limited to: presenting valid r base entrances, state registration, covered insurance for contractor-owned and/or privately-owned vehicles, obeying all posted directives, and providing strict adherence to security police direction in instances where security police have been dispatched to a particular location.

4.4.18. Government Furnished Equipment/Materials:

4.4.18.1. On occasion, the Government may choose to supply the Contractor with materials to accomplish project requirements.

for by the Contractor, and excess materials are to be returned to the Government.

4.4.18.2. The Contractor assumes all liability associated with Government Furnished Materials (GFM) and Government Furnished Equipment (GFE) once transferred to the Contractor.

4.4.19. Protection of Contractor’s Equipment and Government Property:

4.4.19.1. All Contractor supplied equipment is the sole responsibility of the Contractor. The Government is not liable for the theft, vandalism, or damage of any Contractor supplies, equipment or property. The Contractor shall secure their materials and protect all equipment from damage.

4.4.19.2. Any equipment/material the Contractor removes and which requires reinstallation as part of the job requirements shall be the responsibility of the Contractor. All damaged material shall be replaced with equipment/material of equal quality and function by the Contractor at his own expense.

4.4.20. Transportation of Construction Equipment: The Contractor shall not drive any construction equipment with metal wheels or tracks (i.e.

roller, excavator etc.) on the streets of WPAFB. All equipment shall be loaded on a trailer and hauled to the location.

4.4.21. Base Fire Regulations: The Contractor shall comply with current Base performing the work. The Contractor shall understand and comply with current Occupational Safety and Health Administration welding and cutting requirements

4.4.22. Security Requirements:

4.4.22.1. The Contractor shall comply with security regulations imposed by the Installation Commander and the agency occupying the space where work is to be performed, including any necessary security clearances. Prior to mobilization, the Contractor shall provide the CO a list of 2 key personnel—normally Contractor’s Contract Manager (CM) and/or Contractor’s Project Superintendent (PS), authorized to act as Trusted Agents.