Specifications Complete 06 MAR 20 VGLZ 182012 AEW 0275-0014.pdf

Munitions Area

Modifications

SPECIFICATIONS

AND CONTRACT DOCUMENTS

TASK ORDER VGLZ 182012

AEW Project No. 0275-0014

127 MSC

43200 Maple Street

Bldg 105, Room 16

Selfridge ANG Base, Michigan 48045

March 2020

Prepared By:

SPECIFICATIONS

AND

CONTRACT DOCUMENTS

FOR THE

SELFRIDGE AIR NATIONAL GUARD BASE

MUNITIONS AREA MODIFICATIONS

AEW PROJECT NO. 0275-0014

MARCH 2020

Prepared for

127 MSC

43200 Maple Street Bldg 105, Room 16

Selfridge ANG Base, Michigan 48045

By

ANDERSON, ECKSTEIN AND WESTRICK, INC.

51301 Schoenherr Road

Shelby Township, Michigan 48315 Phone: (586) 726-1234

Fax: (586) 726-8780

INDEX

DIVISION 01- GENERAL REQUIREMENTS

General Requirements Summary 01 00 00-1 to 3 Requirements of Selfridge Air National Guard Base 01 00 00-1 to 30 Supplements:

Attachment 1 - Contractor Base Pass Request Attachment 2 - AF Form 66 Modified, Schedule of Material Submittals Attachment 3 - AF Form 3000, Material Approval Submittal Attachment 4 - Request for Information (RFI) Format Attachment 5 - AF Form 3064, Contract Progress Schedule Attachment 6 - AF 3065, Contract Progress Report Attachment 7 - Demonstrations Commissioning Testing Spreadsheet (See AF Form 66) Attachment 8 - Spare Material Parts Spreadsheet – Not Used Attachment 9 - Extended Manufacturer Warranty Spreadsheet – Not Used Attachment 10 - DD Form 1354, Transfer and Acceptance of Military Real Property Attachment 11 – Not Used Attachment 12 - O&M Data Spreadsheet Attachment 13 - SANGB Form 23, Contractor Hazardous Material Identification Attachment 14 - Solid Waste Disposal and Diversion Tracking Form Summary of Work 01 10 00-1 to 3 Substitution Procedures 01 25 00-1 to 4 Contract Considerations 01 26 00-1 to 2 Applications for Payment 01 29 00-1 to 2 Coordination and Project Meetings 01 31 00-1 to 6 Construction Progress Schedules 01 32 00-1 to 2 Construction Photographs 01 32 33-1 to 2 Submittals 01 33 00-1 to 10 Supplement:

Schedule of Material Submittals Submittal Procedures – Horizontal MATOC Supplement 01 33 00-1 to 8 Special Project Procedures 01 35 13-1 to 5 Safety Policies and Procedures 01 35 23-1 to 5 Quality Requirements 01 40 00-1 to 12 Project Coordination 01 41 00-1 to 3 Reference Standards (revised) 01 42 00-1 to 19 Testing Services 01 45 23-1 to 4 Construction Facilities and Temporary Controls 01 50 00-1 to 5

Temporary Utilities 01 51 00-1 to 5 Erosion and Sediment Control 01 57 00-1 to 10 Environmental Protection 01 57 19-1 to 7 Supplements: Form 6: Tank Inspection Form Material and Equipment 01 60 00-1 to 2 Recycled/Recovered/Biobased Materials 01 62 35-1 to 3 Supplements: Green Procurement Reporting Form SANG Furnished/Contractor Installed Equipment 01 64 00-1 to 2 Cleaning 01 73 00-1 to 3 Cutting and Patching 01 73 29-1 to 4 Warranties 01 74 00-1 to 2 Construction Waste Management and Disposal 01 74 19-1 to 7 Supplements:

Form CWM-1: Construction Waste Identification Form CWM-3: Construction Waste Reduction Work Plan Form CWM-5: Cost/Revenue Analysis of Construction Waste Reduction Work Plan Form CWM-7: Construction Waste Reduction Progress Report Starting of Systems 01 75 00-1 to 2 Project Closeout 01 77 00-1 to 3 Operation and Maintenance Data 01 78 23-1 to 5 Project Record Documents 01 78 39-1 to 2 Demonstration and Training 01 79 00-1 to 6 Sustainable Design Requirements 01 81 13-1 to 13 Supplement: LEED for New Construction v2.2 Registered Project Checklist Weather 01 88 18-1 of 1 General Commissioning Requirements 01 91 13-1 to 3

DIVISION 02 – EXISTING CONDITIONS

Removal and Disposal of Contaminated Media 02 61 00-1 to 8 Removal and Disposal of Contaminated Media Supplemental 02 61 00 -1 to 2 SANGB Relocation of Soil Guidance Memo 1 of 1

DIVISION 03 - CONCRETE

Cast-In-Place Concrete 03 30 00 -1 to 21

DIVISION 04 THRU 24 Not Used

DIVISION 25 – BUILDING AUTOMATION SYSTEMS

Commissioning of Building Automation Systems 25 08 00 – 1 to 5

DIVISION 26 - ELECTRICAL

Basic Electrical Requirements 26 01 00 – 1 to 7 Underground Ducts and Raceways for Electrical Systems 26 05 43 – 1 to 16 Raceways 26 11 00-1 to 3 Wires and Cables 26 12 00-1 to 3 Circuit Disconnects 26 17 00-1 to 2 Support Devices 26 19 00-1 to 3

Transient-Voltage Suppression

For Low-Voltage Electrical Power Circuits 26 43 13 – 1 to 7 Grounding 26 45 20-1 to 3

Control Panels and Consoles 26 94 20-1 to 6

DIVISION 27 and 29 THRU 30 Not Used

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

Access Control 28 13 00-1 to 45

DIVISION 31 – EARTHWORK

Geotextiles 31 05 19-1 to 5 Site Clearing 31 10 00-1 to 6 General Earthwork 31 20 00-1 to 24 Excavation and Fill 31 22 30 -1 to 12

DIVISION 32 – EXTERIOR IMPROVEMENTS

Field Molded Sealants for Sealing Joints in Rigid Pavements 32 01 19-1 to 6 Graded Crushed Aggregate Base Course (Revised) 32 11 24-1 to 7 Concrete Paving – Non Airfield 32 13 13- 1 to 17 Concrete Paving Joint Sealants 32 13 73 – 1 to 6 Pavement Markings 32 17 23.00 20- 1 to 8 Chain Link Fences and Gates 32 31 13-1 to 7 Gate Operator 32 31 19-1 to 3 Turf and Grasses FL 32 92 00-1 to 13 Seeding 32 92 19-1 to 5

DIVISION 33 – UTILITIES

Storm Drainage Utilities 33 40 00-1 to 10 Sub-drainage System 33 46 16-1 to 5

DIVISIONS 34 THRU 49 Not Used

SPECIAL PROVISIONS

Special Provision for Maintaining Traffic Pages 1-7

ATTACHMENTS

MDOT Traffic Details Pages 10 MDOT Construction Details Pages 25 Linear/Osco Heavy Duty Slide Gate Operators – Model HSLG (with APeX Controller) Pages 3 ZipTrack Aluminum Cantilever Gates Specifications Pages 3 Security Brands Gooseneck Pedestals for Access Control Systems Pages 2 Security Brands (SBI formerly AAS) Advantage DKE 26-500 Keypad for Access Control Pages 2 Estimate _44925_from_International_Controls__Equipment_Inc._7560 Pages 2 Galaxy System Software 2018 Pages 12 GCS_Gov_lit_6.2019 Pages 2 Munitions Complex - Wetland Delineation Pages 1 Per 16-01200 - Page 14 - Site 11 - Airshow Parking 1.1 Pages 1

Section 01 00 00

GENERAL REQUIREMENTS SUMMARY

3/6/20

01 00 0-1

01 10 00 SUMMARY

This project generally consists of removing and replacing approximately 6,886 square yards of concrete pavement panels in the Building 892 munitions area and other related work.

The work also generally includes cleaning, routing and sealing of existing cracks and pavement joints, removal, salvage and reinstallation of electrical cabinets, steel bollard and static ground construction. Required materials testing and analysis and the associated cost for third party testing as noted in Section 01 00 00, 1.22 Contractor Quality Control/ Tests are the responsibility of the

Contractor.

Work is to be completed as a “Fixed Price Construction Contract”. Estimated quantities provided on the plan sheets are provided for the bidders use and to provide for a consistent basis for the

Contract fixed price.

01 14 00 WORK RESTRICTIONS

ACCESS TO SITE

In his operations, the Contractor shall interfere as little as possible with SANGB traffic, and in all cases shall confine his operations to the minimum space possible. Stockpiling of construction material and equipment will not be permitted outside of the construction limits. The contractor shall maintain access to all driveways, at all times, until the day that pavement placement is performed. Contractor to maintain access to Buildings 873, 874, 887, 892, 896 and 898 throughout the project except during the cleaning and routing of existing cracks and pavement joints for the pavement to remain. The east approach to the site from Doolittle Drive and Ammo

Road shall be the sole access to the work area. As required under Special Provision for

Maintaining Traffic, Contractor shall provide a work zone traffic control plan which incorporates the phases of the work and as necessary to maintain access to the buildings as noted above as directed by the Government.

USE OF SITE

A. EASEMENTS

The necessary rights-of-way and easements for construction across or under private properties have been or will be obtained by the Government. In carrying out the work within private rights-of-way and easements, the Contractor shall take due and proper precautions against any injury to adjacent properties and structures and shall comply with the conditions outlined in the easement, and/or right-of-way agreements included in the contract.

B. Additional Easements, Permanent and Temporary, have been obtained for the work areas as indicated on the drawings and are further listed below.

The Contractor shall obtain permits to construct within public rights-of-way and the Contractor shall also furnish any bonds and insurance which may be required. 01-41-00

01 18 00 PROJECT UTILITY SOURCES

All work in connection with public and/or private utilities required in the execution of the contract shall be the responsibility of the Contractor.

01 00 0-2

Public Utilities shall include, but shall not necessarily be limited to: storm drainage facilities, sewerage systems, and water (supply, transmission and/or distribution) systems, and other utilities under the jurisdiction of a governmental unit.

Private Utilities shall include, but shall not necessarily be limited to: all utilities under the jurisdiction of the Michigan Public Service Commission.

The location of existing public and/or private utilities shown on the plans is in accordance with the best information available. No guarantee is given that the locations are absolutely accurate or that utilities other than those shown are not present. The Contractor shall, in any event, protect or have relocated all utilities that might interfere with construction.

In the event existing utilities are encountered along the line of the work, the Contractor shall perform his operations in such a manner that utility services will not be interrupted and shall, at his own expense, make all temporary provisions to maintain such utility service.

Any work on public utilities, such as removal and replacement thereof (including chlorination and pressure testing of water mains) shall be done only with the agency or department in charge of the utility being fully informed 48 hours in advance of the work and having an inspector on the site during the work. Opening and/or closing of gate valves shall be performed by the local water department.

Whenever, in the opinion of the Engineer, utilities need not be removed or relocated, but can be maintained or secured without interfering with the proper execution of the work, such maintenance shall be performed by the Contractor or shall be arranged for by the Contractor with the utilities concerned. The work shall be accomplished at the Contractor’s expense in such a manner as to secure the safety of the utility involved and the work under construction.

If the Contractor neglects to restore or repair damaged or injured public or private utilities or structures, the Government may, upon recommendation by the Engineer and upon 48 hours written notice to the Contractor, proceed to restore or make good such damage or injury and deduct the cost thereof from any monies that are, or may become, due the Contractor for the work under this contract.

All costs in connection with the above work, including inspection by the municipality and/or other authority (public or private) having jurisdiction, shall be considered as incidental to the contract price except as otherwise provided herein.

UTILITY PROTECTION

The Contractor shall submit notice of the date and time when he intends to begin work in an area, 72 hours/three (3) working days in advance of construction, to the owner(s) of those private utilities located in the area of the proposed construction. The Contractor shall also, at such time, request that the actual location of existing private utilities be confirmed by the owner(s) thereof.

Determining the existence and location of underground and overhead utilities and their protection shall be the responsibility of the Contractor. The Contractor shall call MISS DIG.

UTILITY SOURCES

• DTE Energy

SANG Base Electrical Service is required for this project

01 00 0-3

• Great Lake Water Authority (GLWA) 313-267-8987

• Macomb County Public Works Office (MCPWO) 586-469-6134

• AT & T

Engineering Office, 100 S Main St, Room 314, Mt Clemens. MI48043 586-466-1024

• Comcast Cable

6095 Wall St, Sterling Heights. MI 48312 586-883-7253

• WOW – Wide Open West

950 E Whitcomb, Madison Heights MI 48071 248-677-9008

• SEMCO Energy

56462 Precision Drive, Chesterfield MI 48051 586-749-7342

• Consumers Energy

35350 Kelly Road, Clinton Twp MI48035 586-307-3276

• Harrison Township Water and Sewer Dept

38151L’anse Creuse, Harrison Twp MI 48045 586-468-4155

SELFRIDGE ANGB, MICHIGAN

01 00 00 1 REQUIREMENTS OF SELFRIDGE

AIR NATIONAL GUARD BASE

SECTION 01 00 00 - REQUIREMENTS OF SELFRIDGE AIR NATIONAL GUARD BASE

PART 1 - GENERAL

1.1 SCOPE

A. Project provides for furnishing all plant, labor, materials, equipment and furnishings for the project at Selfridge ANG Base MI as described herein and shown on the construction drawings.

Hierarchy of contract documents is as follows: Delivery Order requirements (Statement of Work or Statement of Objectives) precedes default specifications.

B. The Contractor will be held responsible for all requirements described in the Contract Documents and all work including that of all tier subcontractor(s), if any, shall be done in accordance with the Contract Documents. Failure to be familiar with all contract requirements will not relieve the Contractor of the responsibility to comply.

C. The Contract Documents Are Complementary: What is required by one is as binding as if required by all. The Contractor shall coordinate all portions of the work such that it is delivered complete.

D. The organization of the specification’s divisions, sections, and attachments, and the arrangement of the Drawings shall not control the Contractor in dividing the work among subcontractor(s) or in establishing the extent of the work to be performed by any trade.

1.2 ENTRY TO BASE/ACCESS TO SITE

A. Selfridge ANG Base MI is a closed base, pursuant to Section 21, Internal Security Act of 1950, 50 U.S.C. 797 and, as such, only those persons granted permission may enter. It is, therefore, required that control be exercised over Contractor personnel while working on the Base. To maintain this control, a list (herein attached) of all Contractor personnel (prime and all tiers of subcontractors) who will be working under the contract, must be submitted to the Contracting Officer a minimum of 5 working days prior to the start of work. The preferred method of providing this list is via email, to the Contracting Officer. The list shall include, but is not limited to, contract number, project number, project title, company names, employee names, and the estimated start and end date of each person’s employment on the Project. Subsequent lists updating all personnel additions and/or deletions will be submitted as indicated above as employees are hired or released.

B. During construction, the Contractor shall permit base personnel access to the facilities within the work area. The Contractor shall provide protection to persons and property throughout the progress of the work.

C. In the event of a declared National Emergency, the Contracting Officer may be required to stop work on this Contract for security reasons. Contractor shall ensure the Contracting Officer has a current “Off Duty/Emergency” contact name and telephone number at all times to facilitate notification.

01 00 00 2 REQUIREMENTS OF SELFRIDGE

1.3 INSPECTION OF SITE

A. The Contractor shall be responsible for the complete determination and coordination of the work of all trades. Reference Contract Clauses FAR 52.236-19, “Organization and Direction of Work.”

B. It is expected that prospective bidders/offerors visit the premises and thoroughly familiarize themselves with the details of the work and working conditions. A certification from the contractor that they have visited or the understanding of potential consequences for not attending the site will be required at the time of proposal. It is the responsibility of all bidders/offerors to have compared the premises and the site with the Specifications and Drawings, and to have satisfied themselves as to all conditions of the premises, the existing obstructions, the actual elevations, and any other conditions affecting the execution and completion of the work prior to submission of a proposal. Reference Contract Clause FAR 52.236-3, “Site Investigation and Conditions Affecting the Work.”

C. No allowances or extra construction on behalf of any Contractor will be permitted by reason of error or oversight. Reference Contract Clause FAR 52.236-3, “Site Investigation and Conditions Affecting the Work.”

D. Carefully check the site where this project is to be erected and observe any overhead wires and equipment. Any such work shall be moved, replaced, or protected, as required, whether or not shown or specified.

E. All dimensions shown on the Drawings are based on “as-built” record drawings and, to the extent possible, accurately represent existing conditions; however, there may be some variance between existing conditions and Contract Drawings. The Contractor is responsible for verifying all dimensions and for reporting to the Contracting Officer any discrepancies that may affect performance of the work represented by Contract Drawings and Specifications. Reference Contract Clause DFARS 252.236-7001 “Contract Drawings and Specifications.”

1.4 CORRELATION OF DRAWINGS, SPECIFICATIONS, AND CONTRACTS

A. The Contract specifications and the accompanying Drawings are intended to describe and provide for the attached project. They are intended to be cooperative and what is called for by one shall be as binding as if called for by all. The Contractor shall understand that the work herein described shall be complete in every detail, not withstanding that every item necessarily involved is not particularly mentioned, and the Contractor shall be held to provide all labor and material for the entire completion of the work intended to be described and shall not avail any manifestly unintentional error or omission, should any exist. Should any error or inconsistency appear in the Drawings and/or specifications, the Contractor, before proceeding with the work, shall make mention in writing of same to the Contracting Officer for proper adjustment, and in no case shall proceed with the work in uncertainty. Reference Contract Clauses FAR 52.236-21 “Specifications and Drawings for Construction.”

01 00 00 3 REQUIREMENTS OF SELFRIDGE

1.5 REPORT OF ERROR AND DISCREPANCIES

A. The Contractor shall be responsible for the coordination and proper relation of all aspects of the work. The Contractor shall field verify all dimensions and promptly notify the Contracting Officer in writing of any discrepancies, prior to proceeding with any phase of the work. Where exact locations are not given for the positioning of equipment and devices, they shall be positioned to permit easy access for maintenance and for removal and replacement of component parts per manufacturer’s recommendations and applicable codes.

B. The Contractor shall be responsible for any and all discrepancies in work due to failure to obtain dimensions and investigate conditions at the Project site before fabrication and installation of materials.

C. The Contractor shall bear all costs in replacing all materials and labor lost due to not observing the above paragraph and such replaced materials shall meet the approval of the Contracting Officer.

D. Any proposed changes to the specifications by the Contractor must be submitted in writing to the Contracting Officer for approval prior to implementation.

E. Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

F. Reference Contract Clauses FAR 52.236-21, “Specifications and Drawings for Construction.”

FAR 52.246-12 “Inspection of Construction,” and DFARS 252.236-7001, “Contract Drawings, and Specifications.”

1.6 DIVISION OF WORK

A. The various divisions of the specifications shall not be considered as negotiations of the material and labor involved. The arrangement and order of these divisions have been made for convenience only, and it is not the intent, nor shall it be so construed, that a particular trade or Subcontractor must perform that work included in any one division. Reference Contract Clause FAR 52.236-21, “Specifications and Drawings for Construction.”

B. Any item mentioned under any division heading must be supplied even though it is not specified under the heading for the respective work, but is shown on the Drawings. No claims for extras arising out of real or alleged error in such arrangement or order of the various divisions will be given consideration.

1.7 METHOD OF CARRYING ON THE WORK

A. All work under the Contract shall be arranged and carried on in such a manner as to complete work in the least possible time. The Contractor shall consult with the Contracting Officer as to methods or sequence of carrying on the work. A definite program of work shall be arranged

01 00 00 4 REQUIREMENTS OF SELFRIDGE

before starting. Master schedule shall be provided and presented 5 calendar days following issuance of Notice to Proceed unless waived by the Contracting Officer. Reference Contract Clause FAR 52.236-15, “Schedules for Construction Contracts.”

B. Activities in the vicinity of this Project may be kept in full or partial operation during construction. The Contractor shall coordinate with the Contracting Officer to schedule construction activities. Reference Contract Clause FAR 52.236-8, “Other Contracts.”

C. The Contractor shall be responsible for the coordination of his work with any other contractor in the area, making them aware of proposed work that may affect the work of their particular trade in process of performance (Reference Contract Clause FAR 52.236-8 “Other Contracts”).

1.8 STANDARDS OF MANUFACTURE

A. All recognized regulatory/code standards shall be in accordance with the most current published adopted edition prior to the release for bid/proposal of the Contract Documents.

B. For the purpose of establishing the standard of construction and the requirements to be met in the work, these Specifications and the Drawings are based on the use of products hereinafter specified, and adapted to the installation as required to meet current Base Standards to include but not limited to Vision 2020, ANG ETLs, and appropriate UFCs.

C. Where brand names are shown, these names are intended to describe a quality of product, and in no way are intended to limit products of equal quality. Therefore, products of other manufacturers may be employed for this work provided they are equivalent materials and construction and equally adaptable to the conditions as approved by the Contracting Officer.

Reference Contract Clause FAR 52.236-5, “Materials and Workmanship.”

1.9 BRAND NAME CLARIFICATION

A. Where the specifications refer to acceptable manufacturers or manufacturer’s products, an equal product of another manufacturer may be substituted. Brand names are used to set a standard of quality. Reference Contract Clause FAR 52.236-5 “Materials and Workmanship.”

1.10 MEANING OF APPROVED, DIRECTED, ETC.

A. “Approved”, “Directed”, “Required”, “Applicable”, and/or words of like or similar effect, when used in the specifications shall be interpreted to mean “Approved By”, “Directed By”, etc., the Contracting Officer unless otherwise specifically stipulated.

1.11 MISPLACED MATERIALS

A. Any material that is deposited other than in areas designated as approved by the Contracting Officer shall be rehandled and deposited where directed. No payment will be made for rehandling such material. The Contracting Officer will notify Contractor of any noncompliance with the foregoing provision.

01 00 00 5 REQUIREMENTS OF SELFRIDGE

1.12 COMPLIANCE WITH CODES AND REGULATIONS

A. All work shall be done in accordance with the applicable codes and/or ordinances in force at the time of construction. It is the Contractor’s responsibility to ensure that where EPA, MDEQ, or other such regulations control the removal, handling, installation or disposal of materials, they shall be strictly adhered to whether or not specifically referenced in the construction documents.

B. Contractor shall have Material Safety Data Sheets (MSDSs) available at the site on any materials used to comply with MIOSHA and EPA. Reference Contract Clause FAR 52.223-3, “Hazardous Material Identification and Material Safety Data.”

1.13 MATERIAL TESTING BY NATIONAL LABORATORIES

A. Electrical materials and equipment shall be new and bear the Underwriters Laboratories (UL) label or be listed in the UL Electrical Construction Materials Directory or Electrical Appliance and Utilization Equipment Directory, wherever standards have been established by the agency.

B. The Contractor shall submit proof that the material or equipment proposed to be furnished under this Specification conforms to the standards of Underwriters Laboratories. The label of Underwriters Laboratories (UL) shall be accepted as conforming to this requirement.

C. In lieu of the label, the Contractor may submit a written certification from any recognized testing agency, adequately equipped and competent to perform such services, that the material or equipment has been tested and conforms to the standards, including the methods of testing used.

D. Refer to Section 01 32 00, Construction Progress Schedules, for additional information.

1.14 SUBMITTALS

A. Construction Submittals:

1. Submittal Schedule: In accordance with the AF Form 66, Schedule of Material Approval Submittals, as herein attached, the Contractor is required to submit all Shop Drawings and material submittals to the Contracting Officer within 10 days after receipt of the Notice to Proceed (NTP), or within the timeframe directed by the Contracting Officer.

The submittal schedule is considered not all inclusive. The Contractor shall also submit additional material submittals as may be required by these Contract Specifications.

2. Submittal Preparation: When preparing each submittal, the Contractor shall comply with the submittal schedule in such detail as to demonstrate conformance with all its requirements. Refer to Section 01 33 00, Submittals, for additional information.

Submittals shall be given a distinct identification system by Line Item if multiple Line Items are applicable. Individual submittal documents shall not be comprised of items for more than one Line Item. Every submittal for a material item, or items to be installed, for which the submittal schedule requires catalog data, shall include the specific catalog and model specification number designation(s), unless specifically directed otherwise by these Specifications or by the Contracting Officer. Each submittal shall provide the appropriate number of copies as specified on the submittal schedule, and shall include an

01 00 00 6 REQUIREMENTS OF SELFRIDGE

AF Form 3000, Material Approval Submittal, as herein attached, or approved equal.

Reference Contract Clause FAR 52.236-5, “Material and Workmanship,” FAR 52.225-5, “Buy American Act-Construction Materials,” FAR 52.223-3, “Hazardous Material Identification and Material Safety Data,” and DFAR 252.227-7033, “Rights in Shop Drawings.”

3. Submittal Accuracy:

a. The Contractor assumes full responsibility for the appropriate and accurate submission of all material submittals as furnished by the Contractor and all tier subcontractors.

b. Prior to submitting a material submittal the Contractor shall:

1) Ensure that an individual within the company, with the appropriate authority to certify, signs the certification on the AF Form 3000.

2) Ensure that the Contractor’s certification shall constitute a representation to the Government that the Contractor has verified and determined the applicability and accuracy of the submittal contents, including as necessary but not limited to, that dimensions, field measurements, materials, catalog numbers, and similar data being submitted are in compliance with the work and the Contract Documents.

3) Ensure that any material deviation from the original requirements of the Contract Documents shall be brought to the attention of the Contracting Officer at the time of its submission. The material deviation shall be identified on the AF Form 3000, or approved equal, as a deviation.

4. Submittal Approval: In accordance with the submittal schedule and prior to the purchase of materials the Contractor shall submit for approval the materials he/she proposes to supply. The Contracting Officer will inform the Contractor as to whom submittals should be forwarded for review (example: the Architect-Engineer (A-E) firm or the Contracting Officer) at the post award/preconstruction conference. If direction is given to send submittals to the A-E, then the Contractor shall also submit a “suspense” copy of each entire submittal to the Contracting Officer. No unapproved or disapproved materials shall be used. It is the Contractor’s responsibility to review the specifications to ensure that all required materials are submitted for approval prior to installation. It is recognized that all submittals may not immediately be available for review; however, it is the Contractor’s responsibility to ensure that submittals are prepared in sufficient time to allow the Government up to 14 calendar days for review. Reference Contract Clause FAR 52.236-5, “Material and Workmanship.”

5. Resubmittal Reviews: For submittals requiring A-E review to include test reports, if an original submittal and its first resubmittal are disapproved, a fee may be charged at Contracting Officer’s discretion for reviewing a second resubmittal, and each subsequent resubmittal payable to the A-E for review costs.

1.15 REQUESTS FOR INFORMATION (RFI)

A. A Contractor’s Request for Information (RFI), as herein attached, shall address technical questions only and shall be submitted to the Contracting Officer in an approved RFI format.

01 00 00 7 REQUIREMENTS OF SELFRIDGE

B. The Contractor shall allow a minimum of 3 business days from the date the Government receives the RFI to receive a response.

C. Section 01 31 00, Coordination and Project Meetings, for additional information.

1.16 PROGRESS SCHEDULES, PROGRESS REPORTS, AND PROGRESS MEETINGS

A. Progress Schedules:

1. All projects exceeding 60 calendar days or required by the delivery order require submission of a work progress schedule. Reference Contract Clause FAR 52.236-15, “Schedules for Construction Contracts.”

2. The Contractor shall prepare a progress schedule required for completion of each of the various divisions of work.

3. The Contractor shall prepare the progress schedule using AF Form 3064, Contract Progress Schedule, as herein attached, or computer generated format, as approved by the Contracting Officer.

4. The Contractor shall ensure the schedule encompasses all divisions of work for the Project, to include contract closeout documents.

5. Contract close-out documents shall constitute a minimum of 5 percent of the total contract cost.

6. The Contractor shall, within 10 calendar days (or another period of time as determined by the Contracting Officer) after receipt of the Notice to Proceed (NTP), submit (hardcopy, and CD or e-mail file), in the number of copies as specified on the AF Form 66, a practicable progress schedule, along with an AF Form 3000, to the Contracting Officer for approval. Master schedule shall be provided and presented 5 calendar days following issuance of Notice to Proceed. The schedule shall show the sequence, in which the Contractor proposes to perform the work, and the dates on which the Contractor contemplates starting and completing the several salient features of work. The work shall be scheduled so that, upon the start of construction, work progresses in a continuous and diligent manner. A schedule which does not reflect steady and reasonable progress throughout the construction period will be rejected. Reference Contract Clause FAR 52.236-15, “Schedules for Construction Contracts.”

7. If there are possible deviations from the original plan, those must be noted by the Contractor and approved by the Contracting Officer before work changes are implemented. A revised schedule shall be provided within 5 calendar days following Contracting Officer’s acknowledgement of deviations.

8. For projects exceeding $1 million, the Contractor shall provide to the Contracting Officer, unless otherwise directed, a project plan (along with the AF 3064) in the most current version of Microsoft Project to define work tasks and track progress. At least 5 days prior to work initiation, the Contractor shall provide the Contracting Officer hardcopy Gantt charts and a formatted CD, or e-mail file, of the plan. Additionally, the Project plan shall have a cost per task field for each task – this is commonly called line item cost. No work may start until the Contracting Officer approves the plan in writing.

a. This schedule shall include a line item for rough inspections by Government personnel as outlined in the various sections of the specifications or on the plans.

A rough inspection is required on all installed systems prior to sealing off or closing in a wall, pipe chase, suspended ceiling system etc. These systems include

01 00 00 8 REQUIREMENTS OF SELFRIDGE

but are not limited to domestic and heating water lines, communication and electric runs, all insulation material to be covered by other material (GWB, wood panel etc), duct runs, ceiling suspension systems, roofing systems, raised flooring, fire detection/ protection/ suppression systems, etc. A second or finish inspection will be conducted after these systems are “hidden" to insure the quality of the finished product. The second or finish inspection does not constitute the final project inspection that is accomplished at project completion. The Contractor shall request these inspections through the Contracting Officer at least 5 working days prior to the desired inspection date.

B. Progress Reports: The Contractor is required to provide monthly progress reports covering the period from Notice to Proceed through final inspection. These reports shall track progress by Line Item, if the contract contains multiple Line Items. Progress reports shall be submitted to the Contracting Officer in electronic format for review and approval using AF Form 3065, Contract Progress Report, as herein attached. The Contracting Officer will designate the frequency of submission for Progress Reports.

C. Progress Meetings: A weekly meeting may be held with the Contractor, COR, and Contracting Officer (KO), if necessary, to discuss work progress, problems, and potential change orders.

The Contractor shall attend these meetings at no additional cost to the Government. Prior to beginning work on specific work elements of a project, the Contractor shall confer with the COR and agree on a sequence of procedures and means of access to premises and buildings;

space for storage of materials and equipment; delivery of materials; and use of approaches, use of corridors, stairways, and similar means of passage.

D. Refer to Section 01 31 00, Coordination and Project Meetings, for additional information.

1.17 SAFETY ASSURANCE

A. All work including the handling of hazardous materials or the disturbance or dismantling of structures containing hazardous materials shall comply with the applicable requirements of 29 CFR 1910/1926. Work involving the disturbance or dismantling of asbestos or asbestos-containing materials; the demolition of structures containing asbestos; and/or disposal and removal of asbestos, shall also comply with the requirements of 40 CFR, Part 61, Subparts A and B, ETL 1110-1-118 and DA Circular 40-83-4. All work shall comply with applicable state and municipal safety and health requirements. Where there is a conflict between applicable regulations, the most stringent shall apply. The Safety Manual is available at the following web site: http://www.usace.army.mil/inet/usace-docs/eng-manuals/em385-1-1/toc.htm. The Contractor shall assume full responsibility and liability for compliance with all applicable regulations pertaining to the health and safety of personnel during the execution of work. The Government shall not be held liable for any actions on the part of the Contractor, any tier subcontractor(s), or any of their respective employees that result in illness, injury, or death.

Work shall conform to EM 385-1-1, US Army Corps of Engineers Safety and Health Requirements Manual.

B. The required inspections, tests and reports made by the Contractor, any tier subcontractor(s), specially trained technicians, equipment manufacturers, and others as required, shall be at the Contractor’s expense (herein attached). Reference FAR Clause: 52.236-13 Accident Prevention

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C. Special facilities, devices, equipment, clothing, and similar items used by the Contractor in the execution of work shall comply with applicable regulations.

D. The Contractor shall comply with the recommendations contained in Part 6 of the U.S.

Department of Transportation, Federal Highway Administration’s “Manual on Uniform Traffic Control Devices,” 2003 edition with Revision 1, available at http://mutcd.fhwa.dot.gov/ to ensure proper warnings to motorists and adequate traffic control. The Contractor shall provide all warning lights, barricades, and other traffic control devices and signs.

E. Crawl spaces and attics are to be treated as confined space entry. Contractor must follow 29 CFR 1910.146 and use Air Force Form 1024 when making an entry. NOTE: A confined space does not include areas above suspended acoustical tile ceiling.

F. Where an employee can fall more than 6 feet, a fall protection system must be used;

29 CFR 1926.500 stipulates where this can occur and the different types of fall arrest systems.

G. The Contractor must provide Material Safety Data Sheets (MSDS) to the Contracting Officer and receive approval before they begin the work.

H. All references to protection of the site and adjacent buildings when trenching, shall include protection of all employees also.

I. In addition, the Contractor shall:

1. Caution vehicle operators to avoid intrusion on the runway, taxiway, or operational flight line.

2. Obtain flight line authorization from the Airfield Manager, through the Contracting Officer’s Representative, before operating a vehicle on the flight line.

3. Yield to all emergency vehicles including security police, fire department, ambulance, and ambulance buses when their red lights and/or sirens are operating.

4. Coordinate movement of heavy oversized equipment such as cranes, extended flat bed trailers and large earth moving vehicles with the base security police through the Contracting Officer’s Representative.

5. Provide personnel to direct traffic when Contractor-operated vehicles block one or both lanes of a two-lane road.

J. Refer to Section 01 35 23, Safety Policies and Procedures, for additional information.

1.18 FIRE PROTECTION

A. The Contractor shall at all times maintain good housekeeping practices to reduce the risk of fire damage. All scrap materials, rubbish, and trash shall be removed daily from in and about the building and shall not be permitted to be scattered on adjacent property.

B. Suitable storage space shall be provided 50 feet minimum outside the building area for storing flammable materials and paints; no storage will be permitted in the building. Excess flammable liquids being used inside the building shall be kept in closed metal containers and removed from the building during unused periods.

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C. The Contractor shall provide a fire extinguisher at each location where cutting and/or welding is being performed. Where electric or gas welding or cutting is done, interposed shields of incombustible material shall be used to protect against fire damage due to sparks and hot metal.

D. When temporary heating devices are used, a watchman shall be present to cover all periods when other workmen are not on the premises.

E. The Contractor shall provide fire extinguishers in accordance with the recommendations of NFPA Nos. 10 and 241. However, in all cases a minimum of four (4) fire extinguishers shall be available for each building.

F. Fire Codes: The Contractor shall obey all requirements of the National Fire Codes, Air Force Fire Regulations and Installation Fire Regulations, as they relate to his work on the Installation.

1.19 BURN PERMIT

A. Prior to commencing any open flame burning, or welding operations, the Contractor shall obtain a Burn permit from the Base Fire Department. Request shall include a description of activities and duration of work. Allow a minimum of 5 days for burn permit approval.

1.20 PROTECTION FOR OPEN FLAME DEVICES

A. When open flame and/or spark producing devices, i.e., acetylene oxygen welding equipment, electric arc welding, etc., are employed for job accomplishment, the following procedures are mandatory:

1. Inspect all surroundings and equipment to insure that combustible substances are not present in any area where contact of metal at a temperature above the flashpoint of any compound is possible.

2. Ensure that no open containers or spills of combustible substances are present.

3. Ensure that ignition is not possible by conduction, convection, radiation, or dispersion of molten metal.

4. Proper protection equipment and practices will be used, i.e., fireproof blankets, wetting of surrounding area, removal of combustible materials where practicable, earth filled backing, and portable fire extinguishers of proper type on hand.

5. When the above devices are being used notify the Installation Fire Department 24 hours ahead of usage.

1.21 INSPECTIONS AND TESTS

A. Inspections and tests are for the sole benefit of the Government and shall not relieve the Contractor of the responsibility of providing quality control measures to ensure that the work strictly complies with the contract requirements. No inspection or test by the Government shall be construed as constituting or implying acceptance. Reference Contract Clause FAR 52.246-12, “Inspection of Construction.”

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1.22 CONTRACTOR QUALITY CONTROL/TESTS

A. Contractor Quality Control (CQC) Program:

1. The Contractor shall comply with the quality control provisions as specified herein, and provide and maintain an effective Contractor Quality Control (CQC) program in accordance with the Contract. The Contractor shall perform all quality control inspection and/or testing required by this Contract unless specifically designated to be performed by the Government. The quality control program consists of plans, workmanship, fabrication, construction, and operations that comply with Contract requirements. The program shall cover construction operations, including fabrication both onsite and offsite, and shall be keyed to the proposed construction sequence.

2. Where work is specified to be in conformity with Standard Specifications of the American Society for Testing Materials (ASTM), or with Federal specifications or with specifications of well known recognized technical and trade organizations, but no tests are specifically stipulated in connection herewith, the Contractor shall furnish and pay for any tests or certifications required by the Contracting Officer to show that the proposed materials meet with the applicable requirements.

3. The Contractor shall submit a written certification from any recognized testing agency, adequately equipped and competent to perform such services, that the material or equipment has been tested and conforms to the standards, including the method(s) of testing used.

4. Wherever testing or analysis of material is required, such testing unless otherwise noted will be made at the Contractor’s expense.

5. Subsequent testing of those materials which fail to meet specifications will be accomplished by the Contractor at no cost to the Government.

6. Samples used for testing shall be selected as specified for the various tests elsewhere in these Specifications, but in every case the method of selecting samples and the location for selection shall be as approved by the Contracting Officer.

7. Tests shall be made in accordance with the specified testing procedures and/or methods and otherwise as required to provide compliance with all Contract requirements. Tests shall be made by independent, commercial testing laboratories approved in writing by the Contracting Officer.

8. Results of all tests shall be recorded on certified test reports of the commercial testing laboratories. Reports shall include a statement that the materials tested do or do not meet the requirements of the Contract specifications. Six copies of all reports shall be forwarded directly to the Contracting Officer for approval within 5 days of the actual performance of the test. The testing agency shall immediately notify (verbally) the Contracting Officer of any tests, which indicate failure to meet the Contract requirements.

9. Any item for which test reports show failure to meet all Contract requirements shall be retested at the Contractor’s expense as often as required until full compliance with Contract requirements is shown.

10. The Contractor will provide a plan for contingencies, and will accomplish repairs in the event of utility and/or communications emergency situations.

B. Contractor Quality Control (CQC) Plan:

1. Within 10 days of the award of the Contract, the Contractor shall provide 3 copies of the Project CQC Plan to the Contracting Officer. This document, as a minimum, shall include: 1) the name and address of the independent testing agency and the responsible

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principal with the firm, 2) a summary of QC tests required by the specification and to be provided by the testing agency, and 3) typical daily report(s) forms to be used for this Project. The plan shall also indicate organizational procedures to immediately notify the Contracting Officer or designated representative of test results in noncompliance with the specification and recommendations on correction. The testing agency must be an independent company and not owned or partially owned by the Contractor or any relation or employee of the Contractor.

2. The Contracting Officer will review the quality control plan. The Contractor shall make such changes and additions as necessary for clarity and completeness as requested by the Contracting Officer. Acceptance of the Contractor’s plan is predicated on satisfactory performance during construction. Acceptance is conditional and the Government reserves the right to require the Contractor to make changes in quality control plans, personnel and operations to correct deficiencies, and to assure Contract compliance.

3. When the Contractor proposes changes in the quality control plan or implementation during construction, the Contracting Officer shall be notified in writing. The Contractor shall implement no changes prior to acceptance in writing by the Contracting Officer.

4. If the Contractor fails to submit an acceptable quality control plan within the time herein prescribed, the Contracting Officer may refuse to allow construction to start if an acceptable interim plan is not furnished or may withhold funds from progress payments until such time as the Contractor submits an acceptable final plan. Reference Contract Clause FAR 52.232-5, “Payments Under Fixed Price Construction Contracts.”

1.23 DEMONSTRATIONS, COMMISSIONING, AND TESTING

A. Demonstrations, commissioning, and testing requirements will be identified in the applicable divisions and parts of the Specifications. The Contractor is responsible for reviewing the Contract specifications to ensure all required demonstrations, commissioning, and tests are performed.

B. Demonstrations, commissioning, and testing requirements must be completed within 14 calendar days from the date of Beneficial Occupancy, Substantial Completion, or Final Acceptance.

C. Prior to all demonstrations, commissioning, and testing requirements being performed, the Contractor shall coordinate scheduling with the Government Inspector. The scheduling shall be requested at least 3 business days prior to date of demonstration, commissioning, or testing.

D. After completion of all demonstrations, commissioning, and testing, the Contractor shall complete the column entitled “Date Contractor Conducted” on the attached spreadsheet, Attachment 7, and submit the completed spreadsheet to the Contracting Officer within 7 calendar days.

E. The demonstrations, commissioning, and testing spreadsheet are considered part of the Contract closeout documents. Final payment will not be made to the Contractor until the Contracting Officer has received and accepted the completed spreadsheet.

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1.24 SPARE MATERIAL/PARTS

A. Spare materials/parts, if required by the Contract, will be identified in the applicable divisions and parts of the specifications. The Contractor is responsible for reviewing the Contract specifications to ensure all required spare materials/parts have been turned over to the Government.

B. All required spare materials/parts must be turned over to the Government within 14 calendar days from the date of Beneficial Occupancy, Substantial Completion, or Final Acceptance. If paragraph “a” above is applicable, the Contractor shall also complete the columns entitled “Date Contractor Delivered” and “Quantity Delivered” on the attached spreadsheet, Attachment 8, and submit the completed spreadsheet to the Contracting Officer within 7 calendar days after submission of all required spare materials/parts.

C. The spare materials/parts spreadsheet is considered part of the Contract closeout…