Attch_2_-_Statement_of_Work.pdf

REPAIR APRON & TRENCH DRAIN 1 Feb 2017

INSTALL MOORING POINTS

MCCONNELL AFB

McConnell AFB

REPAIR APRON & TRENCH DRAIN

AND

Statement of Work

FEBRUARY 2017

REPAIR APRON & TRENCH DRAIN 2 Feb 2017

STATEMENT OF WORK

GENERAL DESCRIPTION: This solicitation includes construction as indicated for two distinct, separately funded projects: REPAIR APRON AND TRENCH DRAIN and INSTALL MOORING POINTS. In this document, if an item does not apply to all efforts, the specific project application will be called out.

1 PROJECT DESCRIPTIONS:

1.1 REPAIR APRON & TRENCH DRAIN: Work shall include but not be limited to miscellaneous airfield Portland Cement Concrete (PCC) pavement patching, PCC pavement panel replacement and PCC pavement joint/crack sealing. Any airfield pavement markings removed and/or damaged by construction shall be replaced. No design is required for this work.

1.2 MOORING POINTS: Work shall include but not be limited to removing PCC pavement full depth and installing mooring points at each KC-46 aircraft parking stall on the Mass Aircraft Parking Apron (MAPA). Minimum design is required for this work.

2 DESIGN AND CONSTRUCTION REQUIREMENTS:

2.1 AIRFIELD REQUIREMENTS: Construction work shall be accomplished within an active airfield and all airfield, security, and any other requirements shall be strictly adhered to.

2.1.1 The contractor must keep active airfield pavements clear of foreign object debris (FOD) resulting from contractor's work at all times. The contractor shall provide and maintain a vacuum sweeper truck and/or other for quick, effective and thorough FOD removal. The contractor shall thoroughly clean all airfield pavements repaired as well as airfield pavement areas used as haul roads throughout the construction immediately before the pavements are opened to aircraft traffic.

2.1.2 Upon 7 days notice, the COR/airfield manager shall make arrangements to close and open pavements to aircraft traffic.

2.1.3 Areas disturbed by the contractor's operations are to be completely restored by the contractor at the contractor's expense to the satisfaction of the COR,/airfield manager.

2.1.4 Stockpiled material shall be constrained in a manner to prevent its movement by wind, jet blast, or propeller wash.

2.1.5 Open trenches and excavations at the construction site shall be prominently marked by barricades having steady-burn red lights conforming to the barricade details shown in these plans or otherwise acceptable to the COR and airfield manager.

2.1.6 Prior to construction the contractor shall submit to the COR a name and phone number of one or two individuals who shall be available on a 24 hour call basis for emergency barricade and barricade lighting maintenance. The individuals shall be capable of maintaining and repairing the temporary electrical systems and wiring.

2.1.7 Military operations may unexpectedly require shut down of contractor operations.

Government will provide 24 hours notice prior to shut down if possible.

2.1.8 All costs relating to the contractor's access shall be the responsibility of the contractor.

Contractor shall keep stockpiled material and work site free of debris that can be dislodged by wind, jet blast, or propeller wash.

2.1.9 Aircraft may be operating adjacent to and 500-ft or less directly above work areas.

2.1.10 All contractor and subcontractor personnel, vehicles, equipment, and materials shall remain within the limits of construction and within the site access and haul routes.

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2.1.11 The contractor shall be responsible for coordinating all access from local roads with McConnell officials as well as any other appropriate agency responsible for the roadways.

Any permits, signage or lighting required for access by these agencies must be in place prior to initiating work.

2.1.12 Any damage caused by the contractor's haul operations over the airfield pavement shall be repaired by the contractor at no cost to the government to the satisfaction of the COR. the contractor and COR shall agree to the condition of the existing pavement prior to beginning haul operations.

2.1.13 The contractor shall control dust 7 days a week/24 hours a day on the access/ haul roads and within the work area as directed by the COR. Contractor shall provide a vacuum sweeper whenever needed.

2.1.14 All vehicles traveling on the active airfield must have an airfield pass and trained driver.

Driver training shall be coordinated with COR and provided by airfield manager

2.2 PHASING: Due to ongoing airfield operations, work shall be performed in four (4) construction phases and a design period. The design period will consist of 30 days for mooring point detail design. The 4 construction phases consist of one (1) 90 day phase and three (3) 30 day phases as shown in the drawings. The 90 day phase shall require replacing PCC pavement panels, patching full and partial depth PCC pavement, sealing PCC pavement joints/cracks and installing mooring points for a 12 aircraft MAPA parking area. This phase shall provide access for towed aircraft access to Hangar 1107, Hangar1166, Hangar 1176 and the Hangar 1126. One of the 30 day phases shall require replacing PCC pavement panels and installing mooring points for a 6 aircraft MAPA parking area. Two (2) of the 30 day phases shall require replacing PCC pavement panels and mooring point installations for a 3 aircraft MAPA parking area. Airfield Manager coordination and planning will be required for phasing and to move aircraft out of the work areas. Contracting Officer shall approve phasing plans and changes at least 2 weeks in advance of any construction work or start. Work is in a secure active airfield and additional security is required. Free zones shall be set up to ensure easier contractor access to work site. Contractor shall provide all temporary cones, delineators, fencing, barriers, etc. as required to establish the security free zone at no cost to the government. Coordination and planning with Security Forces and the fire department will be required in advance of closing roads, lots, etc. The Contracting Officer shall approve airfield, road, parking lot, etc. closures at least two weeks in advance of any construction work or start. Work access is on McConnell AFB so security badges will be required.

2.3 DEMOLITION: PCC pavement section to be demolished consists of two distinct sections. One is 12.5 inch PCC pavement overlaying various thicknesses of Coal Tar Concrete bond breaker.

The other is 18 PCC pavement on Aggregate Base Course (ABC). There are numerous thickened edge expansion joints with thickened edges and/or reinforcement throughout the MAPA which may be encountered. Remove or salvage any other grounding rods, etc. within the pavement demolition area as required. Do not damage adjacent pavements during the pavement removal process.

2.4 PCC PAVEMENT REPAIR:

2.4.1 PANEL/SLAB REPLACEMENT: Panel/slab dimensions are 20 feet by 20 feet.

Thickened edge and/or reinforced expansion joints when encountered shall be re-established. All joints shall be sealed with non-sag silicone. Longitudinal and construction joints shall be doweled. Transverse joints can be sawcut if more than one adjacent panel/slab is being replaced as conditions allow. All 12.5” PCC pavement

REPAIR APRON & TRENCH DRAIN 4 Aug 2016 installed shall be reinforced with No. 5 deformed rebar at 12 inches O.C.E.W. Work shall also include all earthwork required to cut, fill, grade, and compact for proper drainage and base/subgrade preparation after demolition. Any Coal Tar bond breaker removed during PCC pavement demolition shall be repaired with flowable fill and the bond breaking surface shall be covered with an application of a curing compound immediately before placing PCC. Adequate reinforcement shall be installed around any existing manholes, vaults, etc. and any existing, non-abandoned ground rods, etc. shall be removed/salvaged within the demolition/replacement area affected by construction. Contract specifications and drawings are provided. See contract drawings for details. Location of the repairs shall be identified by the government prior to construction work.

2.4.2 FULL DEPTH PATCH: Thickened edge and/or reinforced expansion joints when encountered shall be re-established. All joints shall be sealed with non-sag silicone and shall be doweled. All 12.5” PCC full depth patched pavement shall be reinforced with No. 5 deformed rebar at 12 inches O.C.E.W. Work shall also include all earthwork required to cut, fill, grade, and compact for proper drainage and base/subgrade preparation after demolition. Any Coal Tar bond breaker removed during PCC pavement demolition shall be repaired with flowable fill and the bond breaking surface shall be covered with an application of a curing compound immediately before placing PCC. Adequate reinforcement shall be installed around any existing manholes, vaults, etc. and any existing, non-abandoned ground rods, etc. shall be removed/salvaged within the demolition/replacement area affected by construction. Contract specifications and drawings are provided. See contract drawings for details. Location of the repairs shall be identified by the government prior to construction work.

2.4.3 PARTIAL DEPTH PATCH: Contract specifications and drawings are provided. See contract drawings for details. Location of the repairs shall be identified by the government prior to construction work.

2.4.4 SEALING CRACKS AND RESEALING JOINTS: Contract specifications and drawings are provided. See contract drawings for details. Joint and crack sealant shall be non-sag silicone. Location of the repairs shall be identified by the government prior to construction work

2.5 MOORING POINTS: Install 48 each mooring points per specifications, mooring point details, locations, removal areas and requirements specified herein and attachments. Contractor shall design and provide design details for pavement joints, tying in mooring points to existing pavement panels/slabs, and other details, etc. to properly install the mooring points per Boeing and AF requirements (see attachments and references herein). The requirements herein and the attachments define and show the extent of work to be performed. Tie downs shall not be located closer than 3 feet to a pavement joint. Boeing requires the tie-down strap to be at 30 degrees or 10 feet from the mooring point and the KC46 aircraft nose gear. The maximum deviation is 10 degrees either way for relocating mooring points due to adjacent joints, etc. The Design Build Contractor shall provide drawings showing demolition, elevations, pavement sections, details, etc.

2.6 PAVEMENT MARKINGS: All pavement markings shall meet ETL 04-2 Standard Airfield

Pavement Marking Schemes. Pavement markings shall be reflective paint per specifications herein.

2.7 TRAFFIC CONTROL: All airfield and vehicular traffic control material, labor, lighting, signage, miscellaneous/other, etc. required shall be provided by the contractor at no cost to the

REPAIR APRON & TRENCH DRAIN 5 Feb 2017 government. All traffic control measures, plans, etc. shall be coordinated and approved by the base 2 weeks before any airfield, road or other pavement closures.

2.8 DEBRIS: The Contractor shall remove all debris generated to off-site locations in accordance with all State and Federal laws.

3 PROJECT WORK INCLUDES THE FOLLOWING:

3.1 DESIGN POLICY AND CRITERIA: The Contractor shall retain the services of an Architect or Engineer (A-E) to develop designs, drawings and specifications for all work listed below. The Contractor’s Architect-Engineer (A-E) shall furnish all services, materials, supplies, equipment, investigations, computations, studies, supervision, and travel as required in connection with this Statement of Work (SOW), and all furnished and referenced design instructions. Unless specifically identified in writing by the Contracting Officer, the scope and extent of the work described by this Statement of Work (SOW) cannot be reduced as a result of government personnel misstatements, errors and omissions committed during Pre-Proposal meetings or conference calls that may be held to clarify this SOW.

3.1.1 DESIGN POLICY: The Air Force will furnish basic design criteria to the Contractor’s A-

E from which specifications and drawings can be developed to produce the project documents. Suggestions that will improve the operational functions, enhance appearance, and prove to be more economical and advantageous shall be made at the appropriate review conferences.

3.1.2 DESIGN INSTRUCTIONS: The design shall incorporate the requirements of UFC 3-

260-01 Airfield and Heliport Planning, UFC 3-535-01 Visual Air Navigation Facilities Design, Air Force pavement design, ETL 04-2 Standard Airfield Pavement Marking Schemes, any AF/AMC requirements, FAA requirements if required, the publications listed below, as specified herein and per attachments, etc. Government has provided pdf files of details and mooring point locations, and specifications and shall provide CADD and word files to contractor as requested. Any additional specifications shall be UFGS specifications. AE shall use all such data or correspondence that are marked "For Official Use Only" shall be protected as required by DOD 5400.7-R. Upon request from the Contracting Officer, all government-furnished materials shall be returned to the Contracting Officer within 30 days.

3.1.3 DESIGN CRITERIA: The project design shall conform to the latest standards and codes.

3.1.3.1 ASHRAE 90.1

3.1.3.2 National Electric Code, NEC No. 70.

3.1.3.3 National Electric Safety Code (ANSI C2).

3.1.3.4 National Fire Protection Association (NFPA 13, 25, and 101).

3.1.3.5 Uniform Federal Accessibility Standard (UFAS).

3.1.3.6 Applicable state, city and county codes and regulations.

3.1.3.7 McConnell AFB Affirmative Procurement Plan.

3.1.3.8 AFI 32-7080 Pollution Prevention Program.

3.1.3.9 Resource Conservation and Recovery Act (RCRA).

3.1.3.10 Occupational, Safety, and Health Agency (OSHA) Standards.

3.1.3.11 McConnell AFB Architectural Compatibility Plan.

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3.1.3.12 AFI 31-101 The Air Force Installation Security Program.

3.1.3.13 UFC4-010-01 DOD Minimum Anti-Terrorism Standards for Buildings

3.1.3.14 AFI 31-101 AMCSUP1 The Air Force Installation Security Program.

3.1.3.15 AFI 32-1063 – Electric Power Systems.

3.1.3.16 AFI 32-1064 – Electrical Safe Practices.

3.1.3.17 AFI 32-1065 – Grounding Systems.

3.1.3.18 Intra-Building Telecommunications Wiring Policy for McConnell AFB, Kansas

3.1.3.19 NFPA

3.1.3.20 United Facilities Criteria (UFC) 3-600-01, 26 Sep 2006 w/Change 1, 14 Jul 09.

3.1.3.21 International Building Code

3.1.3.22 Manual of Uniform Traffic Control Devices (MUTCD)

3.1.3.23 American Association of State Highway and Transportation Officials

3.1.3.24 Uniform Mechanical Code

3.1.3.25 Applicable Engineering Technical Letters (ETL’s) and/or Military Handbooks

3.1.3.26 Applicable Unified Facilities Codes and Specifications

3.1.3.27 Military Surface Deployment and Distribution Command Transportation Engineering Agency

(SDDCTEA) Pamphlet 55-14

3.1.3.28 UFC 4-022-01 Security Engineering: Entry Control Facilities / Access Control Points

3.1.3.29 UFC 4-022-02 Selection and Application of Vehicle Barriers, with Change 1

3.1.3.30 UFC 4-022-03 Security Fences and Gates

3.1.3.31 UFC 3-120-01 Design: Sign Standards

3.1.3.32 UFC 3-260-01 Airfield and Heliport Planning and Design

3.1.3.33 UFC 3-535-01 Visual Air Navigation Facilities

3.1.3.34 ETL 04-2 Standard Airfield Pavement Marking Schemes

4 GOVERNMENT-FURNISHED INFORMATION AND MATERIALS: The following information and materials will be furnished to the contractor by the government for the execution of the project work for this optional work:

4.1 Project Location Plan: Refer to Attachments.

4.2 Engineering Technical Letters (ETLs) - It will be the Contractor’s A-E’s responsibility to review all ETLs available to determine which ETLs are applicable to this project. A list of ETLs can be found at http://www.wbdg.org/ccb/AF/AFETL/etl_index.pdf. A copy of the ETL can be downloaded by typing the ETL number in the search section in the upper right-hand corner of at http://www.wbdg.org/ccb/ccb.php. Electronic copies can be provided upon request

4.3 General Conditions: The A/E and contractor shall abide by Section 01000 General Conditions, March 2010. See Attached.

4.4 Existing utility maps provided and utilities marked with digging permit when contractor field verifies per site survey. Contractor shall confirm depth of utilities if critical to site work.

4.5 CADD copies of attached conceptual drawings once contract is awarded.

4.6 Record drawings of existing airfield pavements and previous taxiway designs.

5 DRAWING AND SPECIFICATION STANDARDS

5.1 All final documents shall be submitted on Compact Disk with drawings in AutoCAD and Adobe

Acrobat.pdf file format, specifications and design analysis in Microsoft Word and Adobe http://www.wbdg.org/ccb/AF/AFETL/etl_index.pdf http://www.wbdg.org/ccb/ccb.php

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Acrobat.pdf file format, AF Material Submittal Registers (MSR’s) in Microsoft Excel and Adobe Acrobat.pdf file format, and cost estimate (broken down into Phase 1-Design, Phase 1- Construction, and Phase 2-Design) in Microsoft Excel format. The number of Compact Disk with above information is shown in paragraph 13.6.1. All items that will be included in the electronic bid package shall be in Acrobat format for transmittal to bidders. Contractor shall use attached specifications.

5.2 DRAWINGS:

5.2.1 The Contractor’s A-E shall provide all design, construction and contract drawings prepared with Computer-Aided Design Drafting (CADD) System. The new work, as-built and other drawing sheets shall be produced on CADD. The Contractor’s A-E shall verify that all drawings and electronic deliverables meet all requirements prior to submittal to the Contracting Officer. The minimum design requirements include plan, section and detail sheets of mooring point sheets.

5.2.2 The Contractor’s A-E will be provided a copy of the Government’s standard title block, and a cover sheet. The government will also provide a copy of the Government’s operating instruction outlining the nomenclature for depicting sections, details, and elevations.

5.2.3 Final As-Built drawings shall be plotted in ink on 4 mil, Contractor’s A-E furnished, double matted Mylar sheets upon which the standard McConnell AFB title block has been CADD-produced. Full size drawings shall be 22” x 34” (ANSI D size). The Contractor’s A-E shall provide the Government original drawings that are plotted by the printer. Do not submit to the Government reproductions/copies of the original plot as a substitute for the original plot.

5.2.4 Drawings are to be accomplished by competent professional drafting personnel using the

Architectural/Engineering/Construction (A/E/C) Computer-Aided Design and Drafting (CADD) Standard. These standards shall be used as a reference, and guidance shall be down loaded from the CAD/BIM Technology Center for facilities, infrastructure and environment site at https://cadbim.usace.army.mil . Architectural Graphic Standard may be used as second references. Sections, details, and pipe profiles shall be drawn in accordance with McConnell AFB standards.

5.2.5 All site drawings shall be to scale. Site legends shall be provided for all symbols, materials, and abbreviations used on the drawings. Details, sections, profiles, and plans shall be identified and cross-referenced.

5.2.6 Prior to final submission, the Contractor’s A-E shall affix professional engineer seal to each of the original Mylar drawings.

5.2.7 Drawings will be in English measurements for this project.

5.2.8 The Contractor’s A-E shall provide CADD information in the format specified below:

5.2.8.1 All digital data files shall be drawn in actual size (1 : 1) and in model space with borders in paper space and shall be provided in a vector format (modifiable drawings) and saved as a DWG file using AutoCAD, Release 2009 or the latest version used by 22 CES.

https://cadbim.usace.army.mil/

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5.2.8.2 CADD data shall be provided on 5-1/4” CD-ROM with CD and container labeled with the drawing number, project number, project name, company name, and the date the CD was made.

Each CD shall be in a hard plastic 13/32” thick protective rectangular container.

5.2.8.3 No zipped, compressed or spliced files will be accepted.

5.2.8.4 Drawing files may contain only one drawing per filename.

5.2.8.5 Electronic drawings shall include an index, specifying each alpha-numeric electronic file name as it corresponds to the sheet numbers. Electronic alpha-numeric drawing index shall be in the same order as the drawing sheet name sequence.

5.2.8.6 Each drawing shall have the Project Drawing Number (Vault Identifier Number) as assigned.

The assigned drawing number consists of two-digit sequence number and two-digit year number and is 01-05.

5.2.8.7 The Contractor’s A-E shall ensure that the drawings which use external file references (XREF’s) shall be attached without device or directory specifications.

5.2.8.8 After design completion and Government acceptance, the Contractor’s A-E shall retain a copy of a digital media (with all files included) for at least one year and on request, will provide up to 2 additional copies of each to the Government at no additional cost.

5.2.8.9 Upon delivery of the 90% Final design drawings, the Contractor’s A-E shall provide a CD with the electronic AutoCAD files and Adobe Acrobat files for the government to review to ensure the files are complete and correct. The Contractor’s A-E shall submit one copy of the approved 100% Revised Final design drawings on CD.

6 DESIGN ANALYSIS: Design analysis shall be bound on 8½” x 11” paper arranged by discipline and support all design decisions made throughout the design. The design analysis shall include calculations; material cut sheets, explanations of any options considered, an itemized bid schedule, and an estimated construction time period. The design analysis will also contain previous review comments annotated with action taken and a listing of any outstanding issues requiring resolution, each as a separate section, bound on 8½” x 11” paper, arranged by discipline and specification section.

7 SCHEDULE OF MATERIAL SUBMITTALS (SMS) FORM: A corrected final, unbound Schedule of Material Submittals shall be submitted to the Contracting Officer in addition to the number of submittals as noted in paragraph 13.6.1. The Contractor’s A-E shall provide the government with an electronic copy of the submitted Schedule of Material Submittals in Microsoft Excel and Portable Document Format (PDF).

8 OWNERSHIP:

8.1 The Government's rights to ownership of the digital data and other deliverables developed by the

Architect-Engineer under this contract shall be unlimited. The Government has the legal right to demand unrestricted ownership to all data, designs, and materials for which the Government paid 100-percent of the cost.

8.2 The Government, for itself and such others as it deems appropriate, will have unlimited rights to all information and materials developed under this contract and provided to the Government and

REPAIR APRON & TRENCH DRAIN 9 Feb 2017 documentation thereof, reports and listings, and all other items pertaining to the work and services pursuant to this agreement including any copyright. Unlimited rights under this contract are rights to use, duplicate, disclose data, and revise any information, in whole or in part in any manner and for any purpose whatsoever without compensation to or approval from the Contractor’s A-E. The Government will at all reasonable times have the right to inspect the work and will have access to and the right to make copies of the above-mentioned items. All digital files and data, and other products generated under this contract, shall become property of the Government.

8.3 AFFIRMATIVE PROCUREMENT: The Contractor’s A-E shall look for opportunities to maximize the use of products containing recycled/recovered material, and to use recovered/recycled products, bio-based products, energy efficient products, and other products determined to be environmentally preferable in construction projects. The Contractor’s A-E shall include a section in the Design Analysis about Affirmative Procurement.

8.4 Design shall address/consider use of energy conservation, pollution prevention, waste reduction, and use of recovered materials as appropriate. A-E shall specify the maximum practicable amount of recovered materials, consistent with performance requirements, availability, price reasonableness, and cost effectiveness. AFI 32-7080’s designated guidelines must be met or exceeded.

8.5 A-E shall use Recovered Materials Determination Form and include it in the Design Analysis.

Separate certification will be required from AE as determined by the MAFB technical project manager.

8.6 OZONE DEPLETING SUBSTANCE STATEMENT: OZONE DEPLETING SUBSTANCES: It is the Air Force policy to eliminate the use of Class I Ozone Depleting Substance (ODS) in all Air Force procurements. In accordance with AFI 32-7086, the Contractor’s A-E shall provide a letter which contains the date, project engineers name and signature, project number, project title, and the following ODS statement on Contractor’s A-E letterhead.

“I have reviewed the requirements, including available technical documentation, and believe that it does not require the use of Class I Ozone Depleting Substances (ODS) identified in the Air Force Policy in performance of the contract, nor is it written so that it can only be met by the use of a Class I ODS.”

The Contractor’s A-E shall provide this letter along with the final submittal.

9 CONTRACT SCHEDULE:

9.1 DELIVERY SCHEDULE: The work, design, and other related data and services required in accordance with the contract shall be accomplished to produce a project within the limitation of cost and project scope stated above. See paragraph 13.6.1 for a submittal delivery chart.

Percentages below apply to the completed design package. The government reserves the right to disapprove any submittal if the submittal is not complete in accordance with this Statement of Work and the Contractor’s A-E will be required to resubmit the complete submittal package.

SUBMITTAL REVIEW PERIOD CONFERENCE LOCATION

90% Finalized 14 days McConnell AFB

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100% Final 07 days McConnell AFB

10 ARCHITECT - ENGINEER SERVICES:

10.1 NOTICE TO PROCEED MEETING: The statement of work shall be reviewed at this time by the government and the contractor to verify and clarify actual project, security, customer/user, environmental, etc. requirements.

10.2 PRELIMINARY (30%): NA

10.3 PRE-FINALIZED DESIGN (60%): NA

10.4 FINALIZED DESIGN (90%): The A-E shall submit the finalized design (90%). The design will be complete so as to leave the Architect-Engineer no question as to the scope of the project.

Design package will include a design analysis & drawings with detail sheets. Submittal shall include all documents as outlined in paragraph 13.6.1.

10.5 FINAL SUBMITTAL (100%): After acceptance of the Finalized Design (90%) up to the 100% design, the A-E shall provide the final submittal which will incorporate all changes outlined in the review comments from the finalized (90%) design. The design package will include a design analysis & drawings. Submittal shall include all documents as outlined in paragraph 13.6.1.

11 INITIATION OF WORK: The Contractor’s A-E may not proceed or initiate any work or any succeeding design level of the work required as specified or stated herein prior to receipt of original Notice to Proceed, receipt of approval of the preceding design level, or receipt of a contract modification. Any work done without being directed to do so by the Contracting Officer shall be at the Contractor’s A-E’s own risk.

12 GOVERNMENT REVIEW: The Contracting Officer or authorized representative may furnish the

Contractor’s A-E review comments on the data submitted. The government's review is intended to be limited to functional aspects, with limited technical review of a general cursory nature only. Any review by the government of technical items shall not be construed to relieve the Contractor’s A-E of responsibility for technically correct and complete documents in compliance with applicable codes and industry standards. Review comments for compliance with Federal Acquisition Regulations (FAR) will also be provided by the Contracting Officer. The Contractor’s A-E shall comply with the review comments in the development of data for the next submittal. If any review comment requires clarification and/or amplification to assure compliance, the Contractor’s A-E shall notify the Contracting Officer in writing. After each review, the Contractor’s A-E will be furnished one set of comments to be annotated and returned to the government. Comments annotated by the Contractor’s A-E with a "D" - do not concur, "E" - exception, or "X" - delete, shall have an explanatory note added to justify the noncompliance with the comment. Comments annotated by the Contractor’s A- E with a “C” - concur, do not require explanation. The Contractor’s A-E shall furnish these annotated comments to the government with each subsequent submittal. Review periods listed are in calendar days and are the minimum time required and may be extended

13 SPECIAL CONDITIONS:

13.1 RECORDS MANAGEMENT: In the event the Contractor, creates, handles and maintains records for the Air Force, either electronic or paper, the Contractor shall, must, and will meet the requirements established in AFRIMS Records Disposition Schedule (RDS), AFI 33-322, Records

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Management Program, AFI 33-364, Records Disposition Procedures and Responsibilities, and AFM 33-363, Management of Records. In order to meet the requirement established in accordance with (IAW) the above mentioned regulations please contact the Base Records Management Office (22 CS/SCOK, Bldg 522) at (316)759- 4881 for guidance and training. The Contractor, at or before the final project acceptance, shall return any/all borrowed records, and deliver complete records, any needed or created software, and technical documentation and “Record Drawings” sufficient to allow Government access to all project information throughout the life-cycle of the project and related records.

13.2 PERFORMANCE OF WORK:

13.2.1 The Contractor’s A-E shall furnish sufficient technical, supervisory, and administrative personnel at all times to ensure prosecution of the work in accordance with the contractor’s delivery schedule.

13.2.2 Professional level skills and management practices are required in the performance of this contract. Accordingly, the Contractor’s A-E shall establish an effective quality control program to assure that the end product meets professional standards and complies with the contract requirements.

13.2.3 The A/E shall prepare answers to any government questions arising during bidding phase;

revise current and/or add to construction documents i.e. drawings, specifications and cost estimates, bid schedule, bidding instruction etc as necessary and prepare any addendums required. All documents will be in same format and quantity as required for final submission.

13.3 PROJECT COORDINATORS AND/OR MANAGERS:

13.3.1 The Contractor’s A-E shall appoint a project coordinator or manager to serve as the single point-of-contact and liaison between the Contractor’s A-E and the Contracting Officer for all work under the contract. Upon receipt of the NTP, the Contractor’s A-E shall immediately furnish for approval, the name of the designated individual to the contracting officer, in writing. The project coordinator or manager will be responsible for the complete coordination of all work developed under the contract. All work will be accomplished with adequate internal controls and review procedures, which will eliminate conflicts, errors, and omissions, and ensure the technical accuracy of all designs, drawings, and

13.3.2 The government Technical Representative for this project will be assigned by 22

CES/CEN, McConnell AFB, KS.

13.3.3 Any questions regarding the work under this contract should be directed to the Contracting Officer, 22 CONS/LGCB, McConnell AFB, KS.

13.4 CONFERENCES AND CONFIRMATION NOTICES:

13.4.1 The Contractor’s A-E or representative will be required to attend and participate in all conferences pertinent to the work under the basic contract

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13.4.2 The Contractor’s A-E shall provide a record of all conferences, site visits, meetings, discussions, verbal directions, telephone conversations, etc., participated in by the Contractor’s A-E or representatives on matters relative to the contract and the work.

These records, entitled "CONFIRMATION NOTICES," shall be numbered sequentially and shall fully identify participating personnel, date and time of day, subject discussed, and any conclusions reached. The Contractor’s A-E shall forward to the Contracting Officer a clearly legible copy of each confirmation notice within seven calendar days.

13.5 SITE VISITS, INSPECTIONS, AND INVESTIGATIONS:

13.5.1 The Contractor’s A-E will be required to participate in a pre-proposal/pre-design site visit conference to further define the scope of the project under contract. All items discussed will be recorded in accordance with the requirement for Confirmation Notices.

13.5.2 The Contractor’s A-E shall visit and inspect / investigate the site as necessary and required during preparation and accomplishments of the work. All work and data developed under the contract shall be related to current site conditions and to other proposed work within the specified project area. The Contractor’s A-E shall take a discretionary number of pictures or arrange for the taking of such pictures of the site and / or structures in connection with the project as necessary to portray the initial conditions affecting the design. Electronic copies of all pictures taken shall be furnished to the Contracting Officer at the time of the first review of the project. The Contractor’s A-E shall notify the Contracting Officer of any items encountered / discussed in accordance with the requirement for Confirmation Notices. Additional work shall be accomplished only at the direction of the Contracting Officer. All travel, photographic materials, and expenses incurred by the Contractor’s A-E and / or representative(s), including consultants for such design visits, inspections, and investigations, are included in the basic bid price of the contract.

13.6 SUBMITTALS:

13.6.1 A dated submittal letter shall be provided with each submittal to the Contracting Officer and the number of submittal sets shall be as noted below. The design process should be finished in 90 days after Notice to Proceed for the base bid.

DISTRIBUTION TABLE

OFFICE 30%

PREFINAL

60%

PREFINAL

90%

FINALIZED

100% FINAL

AS-BUILT

22CONS/LGCA

McConnell

AFB, KS

NA NA 1 Half Size

1 Design Analysis

1 Half Size

1 Design

22 CES/CEP

McConnell

AFB, KS

NA NA 3 Half Size

3 Design

2 CD ROM

3 Half Size

3 Design

REPAIR APRON & TRENCH DRAIN 13 Feb 2017

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 - GENERAL

1.01 SCOPE: The Contractor shall provide all labor, materials, tools, expertise, testing, surveying, equipment, reports, samples, warranties, and transportation necessary to complete the project according to the contract documents. The Contractor shall meet all applicable local, state, federal, and other jurisdictional codes in the performance of this contract.

1.02 DEFINITIONS

A. Contract documents for this project consist of plans, specifications, addenda, approved change orders, and the contract together with its attachments.

B. Code or codes referred to in these specifications shall mean all laws, ordinances, and codes by local, county, state, and federal government. The City of Wichita construction codes will be used unless superseded by more stringent, applicable criteria.

C. Contractor shall mean the company contracted with, who is responsible for the total work and completion of the project.

D. Contracting Officer's Technical Representative, Engineer, Architect, Architect-Engineer, or government does NOT signify the Contracting Officer.

E. Gender: In most cases, parties are referred to in the masculine sense, i.e., he, him or his. In all cases this may be feminine, i.e., she, her or hers.

F. Submittal: A required document submitted for government approval. This includes shop drawings, catalog cuts, samples, test results, or any other items required to be submitted by the contract documents.

1.03 MEANING AND INTENT. The drawings and specifications show the extent and locations of work to be performed under the contract. However, the Contractor shall be responsible for all critical dimensions, elevations, grades, details, and other miscellaneous items that can be verified. The Contractor shall field verify all such items before ordering materials or performing any work.

1.04 CONTRACTOR/VENDOR ENTRY REQUIREMENTS

A. Contractors and vendors requiring access to MAFB will be issued identification badges from the

22 SFS, Contracting Badge Issuance Office (S5/PV). While they are on MAFB Contractors must keep current personal identification such as a driver's license or company ID card as well as their base issued ID badges on their person at all times. At a minimum, personal identification should include a picture, the physical description of the individual, date of birth, and a signature.

B. All personnel issued contractor/vendor badges must display their badge(s) on the front of their outermost garment, on the upper torso, while working on MAFB. The badge allows movement to and from work sites only. The badge does not authorize entry/access to restricted areas.

REPAIR APRON & TRENCH DRAIN 14 Aug 2016

Contractors/vendors who need access into a restricted area must be escorted IAW AFI 31-101, Integrated Defense.

C. Installation units or agencies requesting access for contractors or vendors (i.e. 22d Contracting

Squadron, AAFES, DeCA, U.S. Army Corps of Engineers, etc.) must first submit a MAFB Contractor/Vendor Access Request/Authorization request to 22 SFS/S-5PV via e-mail. The Contractor/Vendor Access Request/Authorization request may be completed by the sponsoring agency. Personnel authorized to sign as sponsors on the MAFB Contractor/Vendor Access Request/Authorization request must be designated in writing by the sponsoring unit commander.

Contractors who are non-US citizens must also submit an INS Form I-9 with all of the original supporting documents. Blank /Digital Contractor/Vendor Access Request/Authorization request forms will be supplied by the sponsoring agency. If the contractor or vendor completes the Contractor/Vendor Access Request/Authorization request, two copies should be given to the sponsoring agency.

D. Processing the Contractor/Vendor Access Request/Authorization request and a criminal history check will take up to five duty days. Once the Contractor/Vendor Access Request/Authorization request is completed, AF Forms 75s, Visitor/Vehicle Passes and/or Contractor Badges will be issued at the West Gate Contracting Badge Issuance Office. 22 SFS S5/SR will attend preconstruction briefings and conduct a security briefing to the primary contractors and issue copies this handbook, Contractor and Vendor Security Requirements Handbook for use in training all other employees.

E. Badges and passes will not be issued to personnel who are waiting for the processing of MAFB

Contractor/Vendor Access Request/Authorization request.

F. MAFB Contractor badges are issued in three colors; red, green, and yellow. Each contractor badge allows the holder different privileges that are defined below. Direct all questions in regards to contractor badges to 22 SFS/S5P at Ext. 759-5430. NOTE: Contractors may not escort or conduct interviews about base contracts or events without first discussing the issue with the 22 ARW Public Affairs office. All media or press requests must be approved by Public Affairs before Media are granted escorted entry onto MAFB.

G. Red Badges (Basic Contractor/Vendor Badge): Authorizes the holder unescorted entry onto the installation. Personnel issued this badge are restricted from entry into the Flight line Maintenance Complex (FMC) unless escorted by a military or DoD civilian employee who is authorized entry into the area. NOTE: The bearer has NO authority to escort or vouch/sign anyone onto the installation.

H. Green Badges (Limited Contractor Escort Privileges): Authorizes the holder unescorted entry onto the installation. Personnel issued this badge are restricted from entry to the FMC unless they are escorted by a military or DoD civilian employee authorized into the area. The green badge also gives the holder the privilege to escort delivery vehicles, inspectors, etc., onto the installation for the purpose of going to a specific job site. If the job site is within the FMC, a military or DoD civilian must escort them into the area. When acting as an escort, green badge holders must remain with the individual(s) at all times unless the escort is turned over to, and acknowledged by a military or DoD civilian employee. Do not assume because a military member is present that he/she will conduct the escort. NOTE: The bearer is allowed to escort delivery vehicles or inspectors to job sites outside of the FMC but does not have authority to escort family, friends, or other non-contract related persons onto the installation.

REPAIR APRON & TRENCH DRAIN 15 Feb 2017

I. Yellow Badges (FMC Contractor/Vendor Entry): Authorizes the holder access to areas within the FMC. This badge also authorizes the holder unescorted entry onto the installation. Some yellow badge holders may be also issued a green badge. In those circumstances, the green badge holder can only escort the person to the FMC fence. The individual(s) must then be escorted to the job site by a military or DoD civilian employee authorized entry to the FMC. Note: The yellow badge does not grant unescorted entry into a restricted area, even if the work site is inside the restricted area. An example is a Boeing employee conducting contract work on a KC-135 aircraft. The work site is the aircraft, however, the person must be escorted by a military member or civilian employee who is authorized inside the restricted area and who has a restricted area badge.

1.05 COORDINATION

A. The Contractor shall inspect all surfaces prior to bid. It shall be the Contractor’s responsibility to verify all current record drawings prior to the start of any and all design and/or construction. The Contractor/design engineer shall have access to all record drawings that are available through the site development office located at building 948.

B. WORKING HOURS for the Contractor will normally be between 6:00 AM and 9:00 PM excluding Sundays and Federal Holidays. The Contracting Officer shall be notified 3 workdays in advance if the Contractor desires to work during periods other than those mentioned above.

This advanced notice will allow the Contracting Officer time to assign additional inspection forces. If such force is reasonably available, the Contracting Officer may authorize the Contractor to perform work during periods other than normal duty hours/days. However, if inspectors are required to perform in excess of their normal duty hours/days, pursuant to a request from the Contractor, the actual cost of inspection at overtime rates will be charged to the Contractor. These adjustments to the contract price may be made periodically as directed by the Contracting Officer.

C. EXCAVATION PERMIT: The Contractor is responsible for obtaining and processing an

Excavation Permit, McCONN Form 199, in accordance with McConnell Instruction 32-1001, Procedures for Excavation Permits, from 22 Civil Engineering, Site Development, Building 948 for any excavation work on government property. The permit will contain drawings showing the existing buried utility lines. The drawings shall be accurate with the best information available to the government; however, variances from the locations shown are to be expected. Every attempt should be made by the Contractor to assure all employees are aware of utilities in the work area.

If visible field locations are obviously in conflict with the digging permit, this condition shall be brought to the immediate attention of the Contracting Officer. When there is a question of exact underground utility location, digging will proceed with extreme caution to the extent of hand digging where utilities could be encountered. When digging will occur within two feet of any utility, hand digging only will be used to expose the utility. The average time to process a permit is fourteen (14) days. SBC Telephone flags are good for ten (10) days and 22 CS contactor flags are good for thirty (30) days. The permit shall be renewed every forty-five (45) days. Excavation work shall cease if a permit is allowed to expire and shall not resume until the permit is renewed.

At no time shall the Contractor be allowed to perform any excavation without a valid excavation permit on-site or map of existing utilitlies. If the size of the digging portion of the project is greater than 45 days for completion, the contractor must submit a digging plan to the project manager 10 days after notice to proceed is issued. This plan will involve specific sections that are going to be dug at certain times. This plan is done in order to limit the number of flags base

REPAIR APRON & TRENCH DRAIN 16 Aug 2016 wide. Also, the contractor is responsible for removing all flags as soon as the flags are no longer needed.

D. NOT APPLICABLE.

E. Contractor Access Routes: Contractor access to each work site shall be as shown on the access plan located herein or on the contract drawings. In case no access drawings are provided to the Contractor, the access route shall be as directed by the Contracting Officer.

F. Periodic Air Force exercises may make daily entry procedures to work areas time consuming or unless work is “mission essential”, the Contractor could be denied entry by MAFB Compulsory delays until such time as each crew/project/contractor is approved on case by case basis through the CAT when formed, or by request through MSG channels. In addition to being required to leave an area, the Contractor may be directed to depart the base altogether until authorized to return. The Contractor shall not be entitled to claim compensation for such delays (See Section

1.24 Delays).

G. Contractor vehicles are subject to search prior to entering and exiting the base and while on the base. Contractor vehicles not in operation or under close supervision shall be rendered immobile by removing and securing the ignition keys or other readily reversible means.

H. NOT APPLICABLE.

I. Each vehicle must have the company logo painted each side of the vehicle. Sign lettering shall be visible and readable from 50-feet. Magnetically attached signs are not permitted.

J. NOT APPLICABLE.

K. While in any restricted area, the Contractor personnel shall remain with the escort at all times.

L. Level I AT awareness training is offered to all DoD contractor employees through the use of a

CBT, powerpoint slides, or personal briefing by coordinating with the contracted owners/users unit ATO. At a minimum, contractors shall be provided the 22 ARW Antiterrorism Awareness training brochure, containing Force Protection Conditions information, the USAF Eagle Eyes program, and suspicious activity reporting requirements.

M. All vehicles entering any restricted area are subject to search by security forces personnel. The user escort official is responsible for processing the Contractor through the entry control points, escorting personnel to and from the work area and assisting in personnel and vehicle searches as required.

N. In the event of an emergency that requires evacuation from the area, the Contractor shall immediately comply with the instructions of the security forces and the escort official.

O. NOT APPLICABLE.

1.06 PROTECTION AND MAINTENANCE OF PROPERTY

A. WORK SITE REVIEW: Prior to starting any work, the Contractor and Contracting Officer shall make a joint inspection of the work area and storage area(s) to determine the physical condition of the work area and its surroundings. Civil Engineering personnel will take pictures of the area

REPAIR APRON & TRENCH DRAIN 17 Feb 2017 by digital camera. The Contractor, as a result of this joint inspection, shall make a layout plan noting the conditions of all surroundings. The digital pictures shall be attached as a part of this record. The Contractor shall submit the record with attachments to the Contracting Officer for signature.

B. CLEANUP: Cleanup of work area shall be at the end of each workday, with a complete cleanup of all job sites at the completion of work. All paper, wrappings, cardboard, etc., shall be placed in tightly closed, Contractor provided, metal containers for timely disposal. All refuse shall be disposed of off base in accordance with city, county, state and federal laws and regulations. The Contractor shall remove from the government's property, at Contractor's expense, all temporary structures, rubbish, excess excavation and waste material resulting from operations. The Contractor shall remove dirt and debris from paved surfaces not allowing it to become a traffic nuisance. It shall be the responsibility of the Contractor to ensure proper loading of all vehicles used for transport of materials and construction debris. Any spillage on-route, while on the base, shall be removed and disposed of off base. When constant, routine hauling is a requirement of the project, such as a demolition project, daily surveillance of the haul route for spillage shall be accomplished and the spillage cleaned up before the end of the day in which it is discovered.

Spillage that…