Attachment_1_-_Specifications.pdf

S P E C I F I C A T I O N S

FOR PROJECT

QJVF 11-0156

REPAIR STORMWATER DRAIN

APA TO NORTH LAGOON

AT

MINOT AIR FORCE BASE, NORTH DAKOTA

PREPARED BY:

January 9, 2015

100% DESIGN

PROJECT NO. QJVF 11-0156

REPAIR STORMWATER DRAIN – APA TO NORTH LAGOON

MINOT AIR FORCE BASE, NORTH DAKOTA

SPECIFICATIONS

OWNER Minot Air Force Base

5 CONS

165 Missile Avenue

Minot AFB, ND 58705-5027

ENGINEER FourFront Design, Inc.

517 Seventh Street

Rapid City, SD 57701

P (605) 342-9470 F (605) 342-2377

ENGINEER’S PROJECT NO. 12-2014.008

DATE January 9, 2014

CERTIFICATION I hereby certify that the Specifications, together with the accompanying documents, were prepared by me or under my direct supervision and that I am duly registered under the laws of the State of South

Dakota.

REPAIR STORMWATER DRAIN 100% SUBMITTAL

MINOT AFB, ND PROJECT NO. QJVF11-0156

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

GENERAL REQUIREMENTS

02/14

PART 1 GENERAL

1.1 LOCATION OF WORK

1.2 DESCRIPTION OF WORK

1.3 REFERENCES

1.4 SUBMITTALS

1.5 USE OF PREMISES

1.5.1 Area Designation

1.5.2 Coordination

1.6 EQUIPMENT PARKING

1.7 WORK SCHEDULE

1.8 CONSTRUCTION PROGRESS SCHEDULE

1.9 REFERENCE STANDARDS

1.9.1 Products

1.9.2 Standard Date

1.10 SAFETY

1.10.1 Regulations

1.10.2 Instructions

1.11 TRAFFIC CONTROL

1.12 HAULING MATERIALS

1.13 DRAWINGS AND SPECIFICATIONS

1.14 AS-BUILT DRAWINGS

1.15 WORK CONDUCT, CORRELATION, EXECUTION, ETC.

1.15.1 Work Performance

1.15.2 Storage

1.16 SUPERVISION

1.17 UTILITIES

1.18 PERMITS

1.18.1 Clearance Work Request

1.18.1.1 AF Form 103

1.18.1.2 Processing

1.18.1.3 Scheduling

1.18.1.4 Maintenance

1.18.1.5 Request Approval

1.18.1.6 Utility Protection

1.19 GOVERNMENT-CAUSED DELAYS

1.19.1 Site Access Delays

1.19.2 Unscheduled Work Stoppages

1.19.3 Delay/Stoppage Unit Pricing

1.20 SECURITY REQUIREMENTS

1.20.1 Base Regulations

1.20.2 Identification of Employees

1.21 SANITARY FACIITIES

1.22 BUILDING INFORMATION CHECKLIST

1.23 ASBESTOS AND LEAD PAINT ABATEMENT

SECTION 01 11 00 Page 1

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 2

SECTION 01 11 00

GENERAL REQUIREMENTS

02/14

PART 1 GENERAL

1.1 LOCATION OF WORK

The work is located in the Drainage Channel at Minot Air Force Base (MAFB). See location map on Drawing Sheet G-001 of the project drawing set for location. The work is in a controlled area.

1.2 DESCRIPTION OF WORK

Repair of the stormwater drain from the alternate parking area (APA) to the northeastern area of Minot AFB near the north lagoon. The drainage ditch will be restored to improve the effectiveness through grading and repairing damaged structures.

1.3 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-300-08 (2010) Criteria For Transfer And Acceptance of DoD Real Property

1.4 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Construction Progress Schedule Contract Progress Report Project Manager Project Superintendent Base Civil Engineering Work Clearance Request Personnel Listing

SD-11 Closeout Submittals

Building Information Checklist

SECTION 01 11 00 Page 3

1.5 USE OF PREMISES

1.5.1 Area Designation

The site is located within a controlled area. Areas adjacent to the site will remain occupied by the Government for the duration of the contract.

The contractor shall limit the use of premises for work and construction operations to allow for Government occupancy.

1.5.2 Coordination

Coordinate use of premises under direction of the Contracting Officer.

1.6 EQUIPMENT PARKING

Space for the contractor's equipment will be allotted on MAFB. The exact location will be chosen during the preconstruction conference and shall be approved by the Contracting Officer at that time. The Government shall not be liable for the security of any of the contractor's equipment or material while on MAFB.

1.7 WORK SCHEDULE

Working hours for the contractor will normally be between the hours of 7:30 a.m. and 4:00 p.m., excluding Saturdays, Sundays, and federal holidays. If the contractor desires to work during periods other than above, additional Government inspection forces may be required. The contractor shall make his/her request to the Contracting Officer three days in advance of his/her intention to work during other periods to allow assignment of 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 solely for the benefit of 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.

1.8 CONSTRUCTION PROGRESS SCHEDULE

The contractor shall prepare and submit to the Contracting Officer for approval prior to construction beginning a Construction Progress Schedule , AF IMT 3064, showing the order in which the contractor proposes to perform the work. The schedule shall separate the work into phases developed in cooperation with the Government. The schedule shall include the dates on which the contractor contemplates starting and completing the salient elements of the work. The contractor shall also specifically identify on each Contract Progress Report , AF IMT 3065, any apparent, anticipated or proposed deviation from the previously approved schedule.

1.9 REFERENCE STANDARDS

1.9.1 Products

For products specified by association or trade standards, comply with requirements of the standard.

SECTION 01 11 00 Page 4

1.9.2 Standard Date

The date of the standard is that in effect as of the Request for Proposal date.

1.10 SAFETY

1.10.1 Regulations

Contractor to comply with all OSHA/NEC/IBC Regulations.

1.10.2 Instructions

Contractor to comply with Minot Air Force Base Instruction (MAFBI) 32-2001, Responsibilities of Base Personnel to Eliminate or Control Fire Hazards.

1.11 TRAFFIC CONTROL

The contractor shall provide all traffic control devices for pedestrian, vehicular and aircraft traffic and will be responsible for maintaining these devices until notified by the Contracting Officer. The contractor's traffic control devices shall comply with MAFB airfield and safety requirements.

1.12 HAULING MATERIALS

The use of base streets for hauling materials will be permitted if the vehicles are equipped with pneumatic tires. The haul route the contractor will take will be determined at the preconstruction conference.

1.13 DRAWINGS AND SPECIFICATIONS

At least one set of specifications and drawings shall be kept at the job site by the contractor's job supervisor or foreman.

1.14 AS-BUILT DRAWINGS

As-Built Drawings shall be prepared and submitted to the Contracting Officer as specified in Section 01 78 39 , As-Built Drawings.

1.15 WORK CONDUCT, CORRELATION, EXECUTION, ETC.

1.15.1 Work Performance

Contractor shall conduct all work, including materials distribution , in an orderly manner and shall notify Contracting Officer within two (2) workdays of mobilizing at the job site. Contractor shall confine and limit his personnel to only those areas required for work performance.

All work shall be performed in a neat, orderly fashion, with extreme care exercised to avoid damage to all property in and around project areas.

Any damage caused by the contractor shall be replaced, repaired, or restored to the Contracting Officer's satisfaction at no cost to the Government. Upon completion, all work and storage areas shall be cleaned of all evidence of contractor's debris accumulations. Contractor's proposed work schedule shall be coordinated with the Contracting Officer or his/her designated representative two (2) weeks prior to the start of any work. All work areas shall be barricaded properly for day and nighttime safety warning.

SECTION 01 11 00 Page 5

1.15.2 Storage

At the close of each day's operations, all materials and equipment shall be moved to the storage area designated by Contracting Officer or his/her designated representative. If the contractor should have a storage structure or equipment located on base, it shall be removed and the storage area restored to its original condition within seven days after final acceptance of this project.

1.16 SUPERVISION

Provide at least one (1) qualified Project Manager and one (1) on-site Project Superintendent capable of reading, writing, and conversing fluently in the English language. The Project Superintendent shall be on the job site during working hours.

The Project Manager in this context shall mean the individual with the responsibility for the overall management of the project and the Project Superintendent shall mean the individual with the responsibility for quality and production.

1.17 UTILITIES

Water and electricity required will be furnished by the Government.

1.18 PERMITS

1.18.1 Clearance Work Request

1.18.1.1 AF Form 103

Contractor shall coordinate with appropriate utility locating agencies, including base communications cable maintenance (Item s 1 through 15) of AF Form 103, Base Civil Engineering Work Clearance Request . AF Form 103 will be given to the contractor during the pre-construction meeting.

Contractor shall complete and follow all instructions on AF Form 103 before start of work on base. A copy of AF Form 103 instructions will be available to the contractor during the pre-construction meeting.

1.18.1.2 Processing

Before any excavation, alteration, or other construction work is begun, the contractor shall obtain and fully process an AF Form 103, Base Civil Engineering Work Clearance Request. The form requires extensive coordination with several base agencies, including furnishing all locations, detailed information, and sketches regarding any proposed excavation(s). Processing a separate request for each planned excavation is required; each phase of processing the form and its attachments shall be completed prior to commencing work involving that phase. The AF Form 103 shall be prominently displayed on the job site at all times for review by the Contracting Officer and/or his or her designated representative. A copy of the signed form shall be submitted to the Contracting Officer and a copy to the project inspector.

1.18.1.3 Scheduling

Contractor shall schedule a meeting time to meet with each utility agency at the work site to locate affected utilities.

SECTION 01 11 00 Page 6

1.18.1.4 Maintenance

Contractor shall maintain all marked utilities in the field once they are initially marked by each utility agency. If markings are damaged, contractor shall request new locates and shall give the locating agency 48 hours to perform the new locates. Expenses for time and materials to perform repeat locates shall be borne by the contractor unless otherwise approved by the CO. Cost to do the repeat locates will be deducted from the final invoice. Cost will be calculated using the average shop rate of each agency. In cases where utilities were marked late in the year and operations had to be shut down for winter, marked utilities would still have to be maintained by the contractor by placing stakes or transcribing the marks on a drawing. When construction resumes, contractor shall re-mark the site and may request verification of utility locations at no additional cost. Off-base utility locates agencies might request additional cost for repeat locates.

1.18.1.5 Request Approval

Clearance request is not valid until signed by the Approving Officer, block 17 of the AF Form 103. Approving Officer will not sign until all locates are marked and all utility locating agencies ' signatures are on the form. Excavation work shall commence within 30 days after the Approving Officer's signature; otherwise, the clearance request is invalid and a new request is required. Notify Contracting Officer immediately if new utilities were installed by others and not marked after all initial locates are made.

1.18.1.6 Utility Protection

The contractor shall safeguard and protect from damage all utilities encountered or uncovered during digging, excavation, and backfilling.

1.19 GOVERNMENT-CAUSED DELAYS

1.19.1 Site Access Delays

The contractor shall allow a total of 30 minutes processing time to enter or leave MAFB or controlled/restricted areas . This cost shall have been factored into the contractor's bid price.

1.19.2 Unscheduled Work Stoppages

In the event of a military exercise or event, the contractor may be required to vacate the area of all personnel, equipment, and materials for an indefinite period.

1.19.3 Delay/Stoppage Unit Pricing

The Contractor shall bid a crew hourly rate for any site access delays beyond 30 minutes and Government-caused work stoppages when the entire work crew will be asked to evacuate the work area. All site access delays or Government-caused work stoppages must be reported by the Contractor, in writing, to the Contracting Officer within 24 hours of occurrence.

SECTION 01 11 00 Page 7

1.20 SECURITY REQUIREMENTS

1.20.1 Base Regulations

All activities of the contractor and his employees shall be conducted in strict accordance with Minot AFB Security Regulations. Copies of these regulations will be furnished to the contractor upon request.

1.20.2 Identification of Employees

The contractor will submit to the Contracting Officer a Personnel Listing in three copies with each employee's name, address, SSN, home and business phone numbers, date and place of birth, and name, address and telephone number of the firm that will be working at the construction site. This listing must be provided no-later-than the date of the preconstruction conference. Changes to the list will take place prior to employees arriving at the job site. Each employee shall have two forms of identification to be permitted entry into the job site. One form of identification shall have a picture.

1.21 SANITARY FACIITIES

The contractor shall provide a portable sanitary facility at no cost to the Government.

1.22 BUILDING INFORMATION CHECKLIST

The contractor shall provide the Contracting Officer with a completed Building Information Checklist meeting the requirements of UFC 1-300-08 , Criteria For Transfer And Acceptance of DoD Real Property upon close out of the project that identifies all real property incorporated into the project construction. Real property is defined as land and improvements to land (i.e., facilities). It includes equipment affixed and built into the facility as an integral part of the facility such as heating systems but not movable equipment (e.g., plant equipment, industrial equipment, buoys). In many instances this term is synonymous with real estate.

1.23 ASBESTOS AND LEAD PAINT ABATEMENT

The contractor shall abate existing asbestos - containing and lead paint materials disturbed by their construction activities to complete the project. Abatement requirements are specified in specification Section 01 57 20 , Environmental Protection , which includes the requirement for the contractor to accomplish their own hazard material survey of affected work areas.

The contractor is responsible for including in their price proposal abating asbestos - containing and lead paint materials either identified in the hazard material report included in the specifications or identified in the drawings or those materials visible during a site visit of the work areas. However, the contractor is not responsible for abating materials not identified in the specification's hazard material report or drawings or concealed from view during a site visit.

PART 2 PRODUCTS

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SECTION 01 11 00 Page 8

PART 3 EXECUTION

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SECTION 01 11 00 Page 9

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 1.1 DEFINITIONS

1.2 1.1.1 Submittal Descriptions (SD)

1.3 1.2 SUBMITTALS

1.4 1.3 PROCEDURES

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to start of construction to include:

SCHEDULE OF PRICES

WORK PLAN

QUALITY CONTROL (QC) PLAN

CONSTRUCTION PROGRESS SCHEDULE

CERTIFICATE OF INSURANCE

List of proposed Subcontractors ' Health and Safety Plan and Quality Control(QC) plan s

Environmental protection plan SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SECTION 01 33 00 Page 2

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line or custom color samples if specified to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuing work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

Design submittals, design substantiation submittals and extensions of design submittals.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord ance with specified requirements. Testing must have been within three years of date of contract award for the project.

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding s of a test made at the job site or on sample taken from the job site on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel

SECTION 01 33 00 Page 3 qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and MSDS concerning impedances, hazards and safety precautions.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer or the system provider to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Form, Submittal Register

1.3 PROCEDURES

Submittal procedures are as follows:

1.3.1 The contractor shall be required to submit items listed in Submittal Form, Submittal Register .

1.3.2 Transmit each item under AF 3000, Material Approval Submittal form. Identify contract number, project number, and contractor.

Identify section and paragraph reference for each item submitted with the AF 3000. Submit five (5) copies unless otherwise required elsewhere in the specification.

1.3.3 Unless specifically stated otherwise elsewhere in this

SECTION 01 33 00 Page 4 specification, each submittal shall be approved by the Contracting Officer prior to incorporation of materials into the work.

1.3.4 The contractor shall allow ten (10) working days for the Government to review a submittal.

1.3.5 All SD-01 Preconstruction Submittals shall be approved by the Contracting Officer prior to the contractor mobilizing to the work site.

1.3.6 Approvals of submittals which do not conform to the Contract shall not be construed as a change to the contract.

1.3.7 The contractor shall fill in the "Required Submission Date" on the Submittal Form, Submittal Register with the date he plans to submit the submittals to the Government. A copy of the Submittal Register with the required submission date filled in shall be submitted to the Contracting Officer for use by the contract administrator.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 33 00 Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

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PART 1 GENERAL

1.1 REFERENCES

1.2 ORDERING INFORMATION

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 42 00 Page 1

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

08/10

PART 1 GENERAL

1.1 REFERENCES

Various publications are referenced in other sections of the specifications to establish requirements for the work. These references are identified in each section by document number, date and title. The document number used in the citation is the number assigned by the standards - producing organization (e.g. , ASTM B564 Standard Specification for Nickel Alloy Forgings). However, when the standards - producing organization has not assigned a number to a document, an identifying number has been assigned for reference purposes.

1.2 ORDERING INFORMATION

The addresses of the standards - publishing organizations whose documents are referenced in other sections of these specifications are listed below, and if the source of the publications is different from the address of the sponsoring organization, that information is also provided. Documents listed in the specifications with numbers which were not assigned by the standards - producing organization should be ordered from the source by title rather than by number.

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

444 North Capital Street, NW, Suite 249 Washington, DC 20001 Ph: 202-624-5800 Fax: 202-624-5806 E-Mail: info@aashto.org Internet: http://www.aashto.org

AMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING (ASNT)

1711 Arlingate Lane P.O. Box 28518 Columbus, OH 43228-0518 Ph: 800-222-2768; 614-274-6003 Fax: 614-274-6899 E-mail: webmaster@asnt.org Internet: http://www.asnt.org

ASTM INTERNATIONAL (ASTM)

100 Barr Harbor Drive, P.O. Box C700 West Conshohocken, PA 19428-2959 Ph: 610-832-9585 Fax: 610-832-9555 E-mail: service@astm.org Internet: http://www.astm.org

U.S. DEPARTMENT OF AGRICULTURE (USDA)

Order AMS Publications from:

AGRICULTURAL MARKETING SERVICE (AMS)

SECTION 01 42 00 Page 2

Seed Regulatory and Testing Branch 801 Summit Crossing Place, Suite C Gastonia, NC 28054-2193 Ph: 704-810-8871 Fax: 704-852-4189 E-mail: seed.ams@usda.gov Internet: http://www.ams.usda.gov/lsg/seed.htm Order Other Publications from:

U.S. Department of Agriculture, Rural Utilities Service 14th and Independence Avenue, SW, Room 4028-S Washington, DC 20250 Ph: 202-720-2791 Fax: 202-720-2166 Internet: http://www.usda.gov/rus

U.S. DEPARTMENT OF DEFENSE (DOD)

Order DOD Documents from:

Room 3A750-The Pentagon 1400 Defense Pentagon Washington, DC 20301-1400 Ph: 703-571-3343

FAX: 215-697-1462

E-mail: pia@hq.afis.asd.mil Internet: http://www.dod.gov Obtain Military Specifications, Standards and Related Publications from:

Acquisition Streamlining and Standardization Information System

(ASSIST)

Department of Defense Single Stock Point (DODSSP) Document Automation and Production Service (DAPS) Building 4/D 700 Robbins Avenue Philadelphia, PA 19111-5094 Ph: 215-697-6396 - for account/password issues Internet: http://assist.daps.dla.mil/online/start/ ; account registration required Obtain Unified Facilities Criteria (UFC) from:

Whole Building Design Guide (WBDG) National Institute of Building Sciences (NIBS) 1090 Vermont Avenue NW, Suite 700 Washington, CD 20005 Ph: 202-289-7800 Fax: 202-289-1092 Internet: http://www.wbdg.org/references/docs_refs.php

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 42 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 45 00.10 20

QUALITY CONTROL FOR MINOR CONSTRUCTION

02/10

PART 1 GENERAL

1.1 SUBMITTALS

1.2 QC PROGRAM REQUIREMENTS

1.2.1 Preliminary Work Authorized Prior to Acceptance

1.2.2 Acceptance

1.2.3 Notification of Changes

1.3 QC ORGANIZATION

1.3.1 QC Manager

1.3.1.1 Duties

1.3.1.2 Qualifications

1.3.2 Alternate QC Manager Duties and Qualifications

1.4 QC PLAN

1.4.1 Requirements

1.5 SUBMITTAL REVIEW AND APPROVAL

1.6 TESTING

1.6.1 Accreditation Requirements

1.6.2 Laboratory Accreditation Authorities

1.6.3 Capability Check

1.6.4 Test Results

1.7 QC CERTIFICATIONS

1.7.1 Contractor Quality Control Report Certification

1.7.2 Invoice Certification

1.7.3 Completion Certification

1.8 COMPLETION INSPECTIONS

1.8.1 Punch-Out Inspection

1.8.2 Pre-Final Inspection

1.8.3 Final Acceptance Inspection

1.9 Quality Control Validation

1.9.1 As-Built Drawings

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 45 00.10 20 Page 1

SECTION 01 45 00.10 20

QUALITY CONTROL FOR MINOR CONSTRUCTION

02/10

PART 1 GENERAL

1.1 SUBMITTALS

The following shall be submitted in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

QC Manager

Submit a QC plan within 15 calendar days after receipt of Notice of Award.

1.2 QC PROGRAM REQUIREMENTS

Establish and maintain a QC program as described in this section. The QC program consists of a QC Manager, a QC plan, a Coordination and Mutual Understanding Meeting, QC meetings, submittal review and approval, testing, and QC certifications and documentation necessary to provide materials, equipment, workmanship, fabrication, construction and operations which comply with the requirements of this contract. The QC program shall cover on-site and off-site work and shall be keyed to the work sequence. No work or testing may be performed unless the QC Manager is on the work site.

1.2.1 Preliminary Work Authorized Prior to Acceptance

The only work that is authorized to proceed prior to the acceptance of the QC plan is mobilization of storage and office trailers, temporary utilities, and surveying.

1.2.2 Acceptance

Acceptance of the QC plan is required prior to the start of construction.

The CO reserves the right to require changes in the QC plan and operations as necessary, to ensure the specified quality of work.

1.2.3 Notification of Changes

Notify the CO, in writing, of any proposed change, including changes in the QC organization personnel, a minimum of seven calendar days prior to a proposed change. Proposed changes shall be subject to the acceptance by the CO.

1.3 QC ORGANIZATION

1.3.1 QC Manager

1.3.1.1 Duties

Provide a QC Manager at the work site to implement and manage the QC program. In addition to implementing and managing the QC program, the QC

SECTION 01 45 00.10 20 Page 2

Manager may perform the duties of project superintendent , conduct the QC meetings, perform submittal review and approval, ensure testing is performed and provide QC certifications and documentation required in this contract.

1.3.1.2 Qualifications

The individual shall have experience in the areas of hazard identification and safety compliance.

1.3.2 Alternate QC Manager Duties and Qualifications

Designate an alternate for the QC Manager to serve in the event of the designated QC Manager's absence. The period of absence may not exceed two weeks at one time and not more than 30 workdays during a calendar year.

The qualification requirements for the Alternate QC Manager shall be the same as for the QC Manager.

1.4 QC PLAN

1.4.1 Requirements

Provide, for acceptance by the CO, a QC plan submitted in a three-ring binder that covers both on-site and off-site work and includes the following with a table of contents listing the major sections identified with tabs.

I. QC ORGANIZATION: A chart showing the QC organizational structure and its relationship to the production side of the organization.

II. NAMES AND QUALIFICATIONS: In resume format, for each person in the QC organization. Include the CQM for Contractor ' s course certification required by the paragraph entitled "Construction Quality Management Training".

III. DUTIES, RESPONSIBILITY AND AUTHORITY OF QC PERSONAL: Of each person in the QC organization.

IV. OUTSIDE ORGANIZATIONS: A listing of outside organizations such as architectural and consulting engineering firms that will be employed by the Contractor and a description of the services these firms will provide.

V. APPOINTMENT LETTERS: Letters signed by an officer of the firm appointing the QC Manager and Alternate QC Manager and stating that they are responsible for managing and implementing the QC program as described in this contract. Include in this letter the QC Manager's authority to direct the removal and replacement of non-conforming work.

VI. SUBMITTAL PROCEDURES AND INITIAL SUBMITTAL REGISTER: Procedures for reviewing, approving and managing submittals. Provide the name(s) of the person(s) in the QC organization authorized to review and certify submittals prior to approval.

VII. TESTING LABORATORY INFORMATION: Testing laboratory information required by the paragraphs "Accredited Laboratories" or "Testing Laboratory Requirements", as applicable.

SECTION 01 45 00.10 20 Page 3

VIII. TESTING PLAN AND LOG: A Testing Plan and Log that includes the tests required, referenced by the specification paragraph number requiring the test, the frequency, and the person responsible for each test.

IX. PROCEDURES TO COMPLETE REWORK ITEMS: Procedures to identify, record, track and complete rework items.

X. DOCUMENTATION PROCEDURES: Use Government formats.

XI. LIST OF DEFINABLE FEATURES: A Definable Feature of Work (DFOW) is a task which is separate and distinct from other tasks that has the same control requirements and work crews. The list shall be cross-referenced to the Contractor's Construction Schedule and the specification sections. For projects requiring a Progress Chart, the list of definable features of work shall include but not be limited to all items of work on the schedule. For projects requiring a Network Analysis Schedule, the list of definable features of work shall include but not be limited to all critical path activities.

XIII. PERSONNEL MATRIX: Not Applicable.

XIV. PROCEDURES FOR COMPLETION INSPECTION: See the paragraph entitled "COMPLETION INSPECTIONS".

XV. TRAINING PROCEDURES AND TRAINING LOG: Not Applicable.

1.5 SUBMITTAL REVIEW AND APPROVAL

Procedures for submission, review, and approval of submittals are described in the submittal section of the specification.

1.6 TESTING

Except as stated otherwise in the specification sections, perform sampling and testing required under this contract.

1.6.1 Accreditation Requirements

Construction materials testing laboratories must be accredited by a laboratory accreditation authority and will be required to submit a copy of the Certificate of Accreditation and Scope of Accreditation. The laboratory's scope of accreditation must include the appropriate ASTM standards (i.e.; E 329, C 1077, D 3666, D 3740, A 880, E 543) listed in the technical sections of the specifications. Laboratories engaged in Hazardous Materials Testing shall meet the requirements of OSHA and EPA.

The policy applies to the specific laboratory performing the actual testing, not just the "Corporate Office."

1.6.2 Laboratory Accreditation Authorities

Laboratory Accreditation Authorities include the National Voluntary Laboratory Accreditation Program (NVLAP) administered by the National Institute of Standards and Technology, the American Association of State Highway and Transportation Officials (AASHTO), International Accreditation Services, Inc. (IAS), U. S. Army Corps of Engineers Materials Testing Center (MTC), the American Association for Laboratory Accreditation (A2LA), the Washington Association of Building Officials (WABO) (Approval

SECTION 01 45 00.10 20 Page 4 authority for WABO is limited to projects within Washington State), and the Washington Area Council of Engineering Laboratories (WACEL) (Approval authority by WACEL is limited to projects within the NAVFAC WASH and Public Works Center Washington geographical area).

1.6.3 Capability Check

The CO retains the right to check laboratory equipment in the proposed laboratory and the laboratory technician's testing procedures, techniques, and other items pertinent to testing for compliance with the standards set forth in this contract.

1.6.4 Test Results

Cite applicable Contract requirements, tests or analytical procedures used. Provide actual results and include a statement that the item tested or analyzed conforms or fails to conform to specified requirements. If the item fails to conform, notify the CO immediately. Conspicuously stamp the cover sheet for each report in large red letters "CONFORMS" or "DOES NOT CONFORM" to the specification requirements, whichever is applicable.

Test results shall be signed by a testing laboratory representative authorized to sign certified test reports. Furnish the signed reports, certifications, and other documentation to the CO.

1.7 QC CERTIFICATIONS

1.7.1 Contractor Quality Control Report Certification

Each CQC Report shall contain the following statement: "On behalf of the Contractor, I certify that this report is complete and correct and the equipment and material used and work performed during this reporting period is in compliance with the contract drawings and specifications to the best of my knowledge except as noted in this report."

1.7.2 Invoice Certification

Furnish a certificate to the CO with each payment request, signed by the QC Manager, attesting that as-built drawings are current and attesting that the work for which payment is requested, including stored material, is in compliance with contract requirements.

1.7.3 Completion Certification

Upon completion of work under this contract, the QC Manager shall furnish a certificate to the CO attesting that "the work has been completed, inspected, tested and is in compliance with the contract."

1.8 COMPLETION INSPECTIONS

1.8.1 Punch-Out Inspection

Near the completion of all work or any increment thereof established by a completion time stated in the Contract clause "Commencement, Prosecution, and Completion of Work" or stated elsewhere in the specifications, the QC Manager shall conduct an inspection of the work and develop a punch list of items which do not conform to the approved drawings and specifications. Include in the punch list any remaining items of the "Rework Items List" which were not corrected prior to the Punch-Out inspection. The punch list shall include the estimated date by which the

SECTION 01 45 00.10 20 Page 5 deficiencies will be corrected. The QC Manager or staff shall make follow-on inspections to ascertain that all deficiencies have been corrected. Once this is accomplished, the Contractor shall notify the Government that the facility is ready for the Government "Pre-Final Inspection".

1.8.2 Pre-Final Inspection

The Government and QC manager will perform this inspection to verify that the facility is complete and ready to be occupied. A Government pre-final punch list may be developed as a result of this inspection. The QC Manager shall ensure that all items on this list are corrected prior to notifying the Government that a "Final" inspection with the customer can be scheduled. Any items noted on the "Pre-Final" inspection shall be corrected in a timely manner and shall be accomplished before the contract completion date for the work or any particular increment thereof if the project is divided into increments by separate completion dates.

1.8.3 Final Acceptance Inspection

The QC Manager, the superintendent, or other Contractor management personnel and the CO will be in attendance at this inspection. Additional Government personnel may be in attendance. The final acceptance inspection will be formally scheduled by the CO based upon results of the "Pre-Final Inspection". Notice shall be given to the CO at least 14 days prior to the final inspection. The notice shall state that all specific items previously identified by the Contractor as being unacceptable will be complete by the date scheduled for the final acceptance inspection.

Failure of the Contractor to have all contract work acceptably complete d for this inspection will be cause for the CO to bill the Contractor for the Government's additional inspection cost in accordance with the contract clause "Inspection of Construction".

1.9 Quality Control Validation

Establish and maintain the following in a series of three ring binders.

Binders shall be divided and tabbed as shown below. These binders shall be readily available to the Government's Quality Assurance Team during all business hours.

a. A current up-to-date copy of the Testing and Plan Log with supporting field test reports arranged by specification section.

b. Copies of all contract modifications arranged in numerical order.

Also include documentation that modified work was accomplished.

c. A current up-to-date copy of the Rework Items List.

d. Maintain up-to-date copies of all punch lists issued by the QC Staff on the Contractor and Subcontractors and all punch lists issued by the Government.

1.9.1 As-Built Drawings

The QC Manager is required to ensure the as-built drawings, required by Section 01 78 00 CLOSEOUT SUBMITTALS, are kept current on a daily basis and marked to show deviations which have been made from the Contract drawings. Ensure each deviation has been identified with the appropriate modifying documentation, e.g. , PC number, modification number, RFI number, SECTION 01 45 00.10 20 Page 6 etc. The QC Manager shall initial each deviation or revision. Upon completion of work, the QC Manager shall submit a certificate attesting to the accuracy of the as-built drawings prior to submission to the CO.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 45 00.10 20 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 57 20

ENVIRONMENTAL PROTECTION

02/14

PART 1 GENERAL

1.1 SCOPE

1.2 IMPLEMENTATION

1.3 SUBMITTALS

1.4 PRECONSTRUCTION SURVEY

1.5 PERMITS AND FEES

1.5.1 Contractor Responsibility

1.5.2 Demolition and Renovation Work

1.6 PROTECTION OF LAND AREAS

1.7 PROTECTION OF TREES AND SHRUBS

1.7.1 Tree Protective Structures

1.7.2 Restoration of Damaged Trees

1.8 WATER RESOURCES AND STORM WATER DISCHARGE

1.8.1 NPDES Stormwater Program General Construction Permit

1.8.1.1 Large Construction

1.8.1.1.1 Scope

1.8.1.1.2 Storm Water Pollution Prevention Plan

1.8.1.1.3 Notice of Intent

1.8.1.1.4 Maintenance

1.8.1.1.5 Inspections

1.8.1.1.6 Notice of Termination

1.8.1.2 Small Construction

1.8.1.2.1 Small Construction Activity

1.8.1.3 Construction Activity Less Than One Acre

1.8.1.4 Wetlands, Erosion And Sediment Controls

1.8.1.4.1 Wetlands

1.8.1.4.2 Erosion And Sediment Controls

1.8.2 Contaminant Discharge

1.8.3 Sanitary Sewer

1.8.4 Ground Water

1.8.5 Protection Of Water Resources

1.8.5.1 Disposal Of Water Generated During Construction Dewatering

1.8.5.1.1 Dewatering Of Ground Water

1.8.5.1.2 Land Application

1.8.6 Erosion And Sediment Control

1.8.7 Spill Prevention And Response Plan

1.9 AIR QUALITY

1.9.1 Burning

1.9.2 Particulates

1.9.3 Sound Intrusion

1.9.4 Ozone Depleting Chemicals (ODCs)

1.9.4.1 Air Conditioning And Refrigeration Equipment

1.9.5 Dust Control

1.10 TOXICS

1.10.1 Asbestos And Abestos Hazards

SECTION 01 57 20 Page 1

1.10.1.1 New Asbestos-Containing Materials

1.10.1.2 Inspection, Removal And Disposal

1.10.1.3 Notification

1.10.2 Paint And Paint Hazards

1.10.2.1 Existing Paint

1.10.2.2 New Paint Restriction

1.10.2.3 Disposal

1.10.2.4 Characteristics

1.10.3 Polychlorinated Biphenyls (PCBs)

1.11 HAZARDOUS MATERIALS (HAZMAT)

1.11.1 Emergency Planning And Community Right-To-Know Act (EPCRA)

1.11.2 Identification

1.11.3 Hazardous Material Usage Data

1.11.4 Material Safety Data Sheets (MSDS)

1.11.5 Hazardous Material Usage Data Final Report

1.11.6 Submittal

1.11.7 Storage Requirements

1.11.8 Fuel And Lubricants

1.12 GREEN PROCUREMENT

1.12.1 EPA Guideline Items

1.12.2 Recycled Content Report

1.13 QUALIFIED RECYCLING PROGRAM (QRP)

1.13.1 Recycling/Reuse of Excess Materials and Construction and

Demolition (C&D) Debris

1.13.2 Reporting

1.13.3 Report Format

1.13.4 Material Disposal

1.14 HAZARDOUS WASTE PROCEDURES

1.14.1 Responsibilities

1.14.2 Coordination

1.14.3 Disposal

1.14.4 Storage

1.14.5 Fines And Penalties

1.14.6 Universal Wastes

1.14.6.1 Fluorescent Lights

1.14.6.2 Batteries

1.14.6.3 Recycling

1.14.6.4 Responsibility

1.15 SOLID WASTES

1.15.1 Practices

1.15.2 Recycling

1.15.3 Disposal

1.15.4 Solid Waste Disposal Facilities

1.15.4.1 Landfills

1.15.4.2 Regulated Hazardous Wastes

1.15.4.3 On Site Disposal

1.15.4.4 Clean Up Costs

1.15.4.5 Disposal Documents And Weight Tickets

1.15.5 Non-Hazardous Solid Waste Diversion Report

1.15.6 Waste Disposal Plan

1.16 SPILLS AND SPILL RESPONSE PROCEDURES

1.16.1 Cleanup Kit

1.16.2 Cleanup And Disposal Costs

1.16.3 Spill Cleanups

1.16.4 Testing

1.16.5 Spill Response Procedures

1.17 DISCOVERY OF CONTAMINATED SOILS, MILITARY MUNITIONS, AND

HISTORIC, ARCHAEOLOGICAL, OR CULTURAL RESOURCES

1.17.1 Historical, Archaeological, and Cultural Resources

SECTION 01 57 20 Page 2

1.17.2 Military Munitions

1.18 POST-CONSTRUCTION CLEANUP OR OBLITERATION

1.19 CORRECTIVE ACTION

1.20 ENVIRONMENTAL MANAGEMENT SYSTEM (EMS)

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 57 20 Page 3

SECTION 01 57 20

ENVIRONMENTAL PROTECTION

02/14

PART 1 GENERAL

1.1 SCOPE

The Contractor shall perform all work in such a manner as to minimize the polluting of air, water, or land, and shall, within reasonable limits, control noise and the disposal of solid waste materials as well as other pollutants. Recycling of construction and demolition debris is required when economically advantageous.

1.2 IMPLEMENTATION

Within twenty (20) calendar days after Notice to Proceed and prior to commencement of the work at the site, the Contractor shall detail their proposal for implementing the requirements for environmental pollution control ( Environmental Pollution Control Proposal ) specified herein.

Submit in accordance with the submittal table.

1.3 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Environmental Pollution Control Proposal

Preconstruction Survey

Storm water Pollution Prevention Plan

Notice Of Intent

Asbestos Survey Report

Notification Of Demolition And Renovation

Lead - Based Paint Survey Report

Hazardous Materials Authorization Information

Recycled Content Report

Waste Disposal Plan

SD-07 Certificates

Shipping Manifest

Certificate of Destruction

Hazardous Material Usage Data

SECTION 01 57 20 Page 4

C&D Report

Disposal Documents And Weight Tickets

Solid Waste Diversion Report

SD-11 Closeout Submittals

Hazardous Material Usage Data Final Report

1.4 PRECONSTRUCTION SURVEY

Prior to start of any on-site construction activities, the Contractor shall make a condition survey after which the Contractor shall record on a layout plan the condition of trees, shrubs and grassed areas immediately adjacent to the site of the work and adjacent to his assigned storage area and access route as applicable. Submit in accordance with the submittal table.

1.5 PERMITS AND FEES

No separate payment will be made for work covered under this section. The Contractor shall be responsible for payment of fees associated with environmental permits, application, and/or notices obtained by the Contractor. All costs associated with this section shall be included in the contract price. The Contractor shall be responsible for payment of all fines/fees for violation or non-compliance with Federal, State, Regional and local laws and regulations.

1.5.1 Contractor Responsibility

The Contractor shall be responsible for obtaining and complying with all environmental permits and commitments required by Federal, State, regional, and local environmental laws and regulations.

1.5.2 Demolition and Renovation Work

Contractors shall notify the North Dakota Department of Health, Air Quality Program, 918 East Divide Avenue, 2nd Floor, Bismarck, 58501-1947 through submittal of Form SFN 17987 "Notification of Demolition and Renovation" ten (10) days prior to beginning any demolition work.

Contractors shall submit a completed copy of the NDDH Notification of Demolition and Renovation (SFN 17987) Form to 5 CES/CEIE 10 days prior to beginning any demolition work.

1.6 PROTECTION OF LAND AREAS

Except for work areas, storage areas, or access routes specifically assigned for the use of the Contractor under this contract, the land areas outside the limits of permanent work performed under this contract shall be preserved in their present condition. The Contractor shall confine his construction activities to areas defined for work on the plans or specifically assigned for his use. Storage and related areas and access routes required temporarily by the Contractor in the performance of the work will be assigned by the Contracting Officer.

SECTION 01 57 20 Page 5

1.7 PROTECTION OF TREES AND SHRUBS

Except for trees or shrubs marked on the plans to be removed, the Contractor shall not deface, injure or destroy trees or shrubs nor remove or cut them without special authority. No ropes, cables, or guys shall be fastened to or attached to any existing nearby trees for anchorage.

1.7.1 Tree Protective Structures

Tree Protective Structures: Where, in the opinion of the Contracting Officer, trees may possibly be defaced, bruised, injured, or otherwise damaged by the Contractor's equipment or by his other operations, he may direct the Contractor to provide temporary protection of such trees by placing boards, planks, or poles around them.

1.7.2 Restoration of Damaged Trees

Any tree scarred or damaged by the Contractor's equipment or operations shall be restored as nearly as possible to its original condition at the Contractor's expense. All scars made on trees not designated on the plans to be removed by construction operations shall be coated as soon as possible with an approved tree wound dressing. Trees that are to remain, either within or outside established clearing limits, that are damaged by the Contractor so as to be beyond saving in the opinion of the Contracting Officer , shall be immediately removed, if so directed, and replaced with a nursery-grown tree of the same species and size.

1.8 WATER RESOURCES AND STORM WATER DISCHARGE

The Contractor shall monitor construction activities to prevent pollution of surface and ground waters. Toxic or hazardous chemicals shall not be applied to soil or vegetation unless otherwise indicated. The Contractor shall monitor all water areas affected by construction activities.

1.8.1 NPDES Storm water Program General Construction Permit

1.8.1.1 Large Construction

1.8.1.1.1 Scope

Large Construction Activity is defined as a site that is 5 acres or greater in size. The Contractor shall submit a Notice of Intent (NOI) form, a Storm Water Pollution Prevention Plan (SWPPP) and other guidelines for each large construction site to be in compliance with North Dakota Storm water requirements. Permit and forms are available through the North Dakota Department of Health web-site: http://www.ndhealth.gov/WQ.

1.8.1.1.2 Storm Water Pollution Prevention Plan

A Storm water Pollution Prevention Plan must meet the basic requirements of the SWPPP provided in Part IV of the General Permit.

1.8.1.1.3 Notice of Intent

The NOI package shall be routed through the Civil Engineer Squadron, Environmental Management Element Office (5 CES/CEIE) 10 days prior to construction start date.

SECTION 01 57 20 Page 6

1.8.1.1.4 Maintenance

The SWPPP must be maintained on the construction site and sent to the NDDH along with the NOI.

1.8.1.1.5 Inspections

During construction the contractor shall perform inspections as outlined in Part III of the General Permit.

1.8.1.1.6 Notice of Termination

After the site has achieved final stabilization , the contractor will submit the Notice of Termination (NOT). The NOT shall be routed through the 5 CES/CEIE office.

1.8.1.2 Small Construction

1.8.1.2.1 Small Construction Activity

Small Construction Activity is defined as a site that is equal to or greater than 1 acre and less than 5 acres in size.