QJKL162003 - Rpr Apron and Base Pavements Spec 07-28-2022.pdf

Specifications Repair Apron and Base Pavements Delivery Order No: 12LM-20-F0011 Project Number: QJKL162003

133rd Airlift Wing Minnesota Air National Guard Base Minneapolis-St. Paul International Airport, MN

Type B3 - 100% Submittal July 2022

Repair Apron and Base Pavements 133rd Air Lift Wing, Minneapolis/St. Paul, Minnesota

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 25 07/22 GENERAL REQUIREMENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 08/15, CHG 2: 08/21 SUMMARY OF WORK

01 14 00 11/11, CHG 13: 08/21 WORK RESTRICTIONS

01 20 00 11/20, CHG 2: 08/21 PRICE AND PAYMENT PROCEDURES

01 30 00 11/20, CHG 1: 08/21 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 02/15 PROJECT SCHEDULE

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 35 26 11/20, CHG 1: 08/21 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 11/16, CHG 1: 02/20 QUALITY CONTROL

01 50 00 11/20, CHG 1: 08/21 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 11/15, CHG 5: 08/21 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 02/19, CHG 2: 08/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 05/10, CHG 2: 02/19 DEMOLITION

DIVISION 31 - EARTHWORK

31 00 00 08/08, CHG 2: 02/21 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 11.51 05/16, CHG 2: 08/17 PAINT REMOVAL FROM AIRFIELD PAVEMENTS

32 01 16.71 02/17 COLD MILLING ASPHALT PAVING

32 01 17.61 05/17 SEALING CRACKS IN ASPHALT PAVING

32 01 19.61 11/19 SEALING OF JOINTS IN RIGID PAVEMENT

32 01 29.61 05/17, CHG 1: 08/17 PARTIAL DEPTH PATCHING OF RIGID PAVING

32 11 23 08/17 AGGREGATE AND RECLAIMED BASE COURSES

32 12 13 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

32 12 36.13 05/17 ASPHALTIC SEAL AND FOG COATS

32 13 13.06 05/20 PORTLAND CEMENT CONCRETE PAVEMENT FOR

ROADS AND SITE FACILITIES

32 13 14.13 08/19 CONCRETE PAVING FOR AIRFIELDS AND

OTHER HEAVY DUTY PAVEMENTS

32 16 19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 08/16, CHG 5: 11/18 PAVEMENT MARKINGS

32 92 23 04/06, CHG 1: 08/21 SODDING

DIVISION 33 - UTILITIES

33 40 00 02/10, CHG 6: 02/19 STORM DRAINAGE UTILITIES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 01 25

GENERAL REQUIREMENTS

07/22

PART 1 GENERAL

1.1 SCOPE

1.2 REFERENCES

1.3 WORK SCHEDULING

1.4 UNAUTHORIZED PERSONNEL

1.5 INSPECTION OF SITE

1.6 CORRELATION OF DRAWINGS, SPECIFICATIONS AND CONTRACTS

1.7 REPORT OF ERROR AND DISCREPANCIES

1.8 DIVISION OF WORK

1.9 METHOD OF CARRYING ON THE WORK

1.10 STANDARDS OF MANUFACTURER

1.11 MEANING OF APPROVED, DIRECTED, ETC.

1.12 MISPLACED MATERIALS

1.13 COMPLIANCE WITH CODES AND REGULATIONS

1.14 MATERIAL TESTING BY NATIONAL LABORATORIES

1.15 SUBMITTALS

1.16 CONSTRUCTION SCHEDULING, WORK PROGRESS AND PREPARATION OF PROGRESS

SCHEDULES AND REPORTS

1.17 SAFETY ASSURANCE

1.18 INSPECTIONS AND TESTS

1.19 QUALITY CONTROL/TESTS

1.20 WARRANTY

1.21 CUTTING AND REPAIRING

1.22 SITE CLEANUP

1.23 LAYOUT AND GRADES

1.24 REFUSE AND SALVAGE MATERIALS

1.25 STORAGE

1.26 TEMPORARY FIELD OFFICES

1.27 TEMPORARY TOILET FACILITIES

1.28 TELEPHONE AND COMMUNICATIONS SECURITY MONITORING

1.29 UTILITIES

1.30 UTILITY INTERRUPTIONS

1.31 PERMITS

1.32 COMPRESSED AIR

1.33 WEATHER PROTECTION AND TEMPORARY HEATING

1.34 ARCHEOLOGICAL, PALEONTOLOGICAL AND ENDANGERED SPECIES FINDS

1.35 REAL PROPERTY/EQUIPMENT REPORT

1.36 DAMAGES, REPAIRS

1.37 AS-BUILT DRAWINGS

1.38 MAINTENANCE OF TRAFFIC AND SAFETY

1.39 SPECIAL CONDITIONS

1.40 HAZARDOUS MATERIAL USAGE

1.41 SECURITY REQUIREMENTS

1.42 POLLUTION ABATEMENT

1.43 WORK BY GOVERNMENT

ms2183 DOCUMENT 00 01 25 Page 1

1.44 REGULATIONS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --ms2183 DOCUMENT 00 01 25 Page 2

DOCUMENT 00 01 25

GENERAL REQUIREMENTS

07/22

PART 1 GENERAL

1.1 SCOPE

This section provides general requirements complimenting those specified in Division 1 and the Contract Documents. Follow the requirements described within this section in addition to those included in other related sections. Discrepancies between the related sections are to be controlled as described herein. Project provides for furnishing all permits, plant, labor, material, equipment and appurtenances to construct the project as described herein and shown on the construction Drawings.

The Contractor will be held responsible for all requirements described in the Contract Documents. All work, including that of subcontractors, is to be completed in accordance with the Contract Documents. Failure to be familiar with the requirements of the Contract will not relieve the Contractor of responsibility to comply. The organization of the Specifications into divisions, sections, and articles, and the arrangement of the Drawings is not to control the Contractor in dividing the work among subcontractors or in establishing the extent of the work to be performed by any trade.

1.2 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. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1926.500 Fall Protection

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

1.3 WORK SCHEDULING

The normal work hours for National Guard personnel are 6:15 am to 4:00 pm, Monday through Friday. If work is desired outside the above periods, notify the Contracting Officer or Contracting Officer Representative (COR) five working days in advance of Contractor's intention to work during other periods to allow assignment of additional inspection forces and for notification of fire, security and safety. When the Contracting Officer determines that they are reasonably available, Contracting Officer may authorize work to be performed 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 the inspection, at overtime rates, will be charged to the Contractor and will be deducted from the final payment of the Contract amount. (Note: If applicable, at time of award this paragraph will be ms2183 DOCUMENT 00 01 25 Page 3 modified to the negotiated schedule for this Project.)

The following Federal legal Holidays are observed by this base:

New Year's Day: January 1

Martin Luther King's Birthday: Third Monday of January

President's Day: Third Monday of February

Memorial Day: Last Monday of May

Juneteenth Holiday: June 19

Independence Day: July 4

Labor Day: First Monday in September

Columbus Day: Second Monday in October

Veteran's Day: November 11

Thanksgiving Day: Fourth Thursday in November

Christmas Day: December 25

Any of the above holidays falling on a Saturday will be observed the preceding Friday, holidays falling on a Sunday will be observed on the following Monday. Prior to commencing work on the job initially, resumption of work after prolonged interruption (7 calendar days or more) commencement of any warranty work, and upon completion of warranty work, notify the Contracting Officer or the Contracting Officer Representative (COR). When relocating to new sites, returning to sites for follow-up work on a phased work plan, notification to the COR is sufficient. Notification should be by personal contact. However, advance notification may be by telephone, or in writing, and should be accomplished sufficiently in advance to allow scheduling of inspection forces. The above precautions are to aid in coordination of construction inspection and recording of work proceedings.

1.4 UNAUTHORIZED PERSONNEL

Provide the COR with a list of all personnel expected to work on the project, including subcontractors. Base Security will perform background checks on all personnel before access will be granted to Installation.

Inform all personnel (including subcontractor and visiting supplier personnel) that access to areas outside of the immediate work area excluding, direct haul and access routes, and point of supply and storage, is prohibited. Circulation of said personnel will be limited to official business only. Persons in violation of the above will be apprehended and appropriately disciplined.

1.5 INSPECTION OF SITE

The Contractor is responsible for the complete coordination and proper relation of the work of all trades. Reference Contract Clauses FAR 52.236-3, "Site Investigation and Conditions Affecting the Work," and FAR 52.236-8, "Other Contracts." All prospective offerors are to visit the premises and thoroughly familiarize themselves with the details of the work ms2183 DOCUMENT 00 01 25 Page 4 and working conditions. It is the responsibility of all offerors to compare the premises and the site with the Specifications and Drawings, and to satisfy 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 the Proposal.

Reference Contract Clause FAR 52.236-3, "Site Investigation and Conditions Affecting the Work. No allowances or extra construction on behalf of any Contractor will be permitted subsequently by reason of error or oversight on the part of the subcontractor, or on account of interferences by the activities of the Contracting Officer or others. Reference Contract Clause FAR 52.236-3, "Site Investigation and Conditions Affecting the Work."

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 to verify all dimensions and reportto 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."

1.6 CORRELATION OF DRAWINGS, SPECIFICATIONS AND CONTRACTS

The Specifications, Contract and the accompanying Drawings are intended to describe and provide for Rehabilitated Pavements and airfield aprons within the air base property. They are intended to be cooperative and what is called for by one is to be as binding as if called for by all. Understand that the work herein described is to be complete in every detail, notwithstanding every item necessarily involved is not particularly mentioned, and the Contractor is responsible to provide all labor and material for the entire completion of the work intended. Report any errors or inconsistencies that appear in the Drawings or Specifications to the Contracting Officer, prior to proceeding with work, for proper direction and adjustment, if required. No uncertain work is to be performed until the Contracting Officer has been notified and provided a response.

Reference Contract Clause DFARS 252.236-7001, "Contract Drawings and Specifications.

1.7 REPORT OF ERROR AND DISCREPANCIES

The Contractor is responsible for any and all discrepancies in work due to failure to obtain dimensions and investigate conditions at the project before fabrication and installation. The Contractor is to bear all costs in replacing all materials and labor due to not observing the above paragraph and such replaced materials are to meet the approval of the Contracting Officer. Promptly notify the Contracting Officer in writing of any discrepancies requirements 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. Any proposed changes to the specifications by the Contractor are to be submitted in writing to the Contracting Officer for approval prior to implementation.

1.8 DIVISION OF WORK

The various divisions of the specifications are not to 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 construed, that a particular trade or subcontractor must ms2183 DOCUMENT 00 01 25 Page 5 perform that work included in any one division. Any item mentioned under any division heading is to 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. Reference Contract clause FAR 52.236-21, "Specifications and Drawings for Construction. Submit in writing any proposed changes to the Contracting Officer for approval prior to implementation.

1.9 METHOD OF CARRYING ON THE WORK

All work under the Contract is to be arranged and carried on in such a manner as to complete work in the least possible time. Consult with the Contracting Officer as to methods or sequence of carrying on the work.

Arrange for a definite program of work before starting. Reference Contract Clause FAR 52.236-15, "Schedules for Construction Contracts. Activities in the vicinity of this Project are to be kept in full or partial operation during construction. Coordinate with the Contracting Officer and schedule construction activities. Reference Contract Clause FAR 52.236-8, "Other Contracts." Coordinate construction activities during drill weekends and periods of higher base activity, and maximize available parking during those periods of time.

1.10 STANDARDS OF MANUFACTURER

All recognized regulatory/code standards are to be the latest published edition prior to the date of release for bid/proposal of the Contract Documents. For purpose of establishing the standard of construction and the requirements to be met in the work of all divisions, the Drawings and these Specifications are based on the use of products hereinafter specified, adapted to the installation as required to meet the condition.

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 approved as 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."

1.11 MEANING OF APPROVED, DIRECTED, ETC.

"Approved," "Directed," "Required," "Applicable," 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.

1.12 MISPLACED MATERIALS

Any material that is deposited elsewhere than areas designated as approved by the Contracting Officer are to 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 provisions.

1.13 COMPLIANCE WITH CODES AND REGULATIONS

Perform all work 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 or other such regulations control ms2183 DOCUMENT 00 01 25 Page 6 the removal, handling, installation or disposal of materials, are strictly adhered to whether or not specifically referenced in the construction documents. Have data sheets available at the site on any materials used to comply with EPA. Reference Contract Clause FAR 52.223.3, "Hazardous Material Identification and Material Safety Data."

1.14 MATERIAL TESTING BY NATIONAL LABORATORIES

Electrical materials and equipment shall be new and bear the UL label or be listed in UL Electrical Construction Materials Directory or Electrical Appliance and Utilization Equipment Directory, wherever standards have been established by the agency. Submit proof that the material or equipment, which the Contractor proposes to furnish under this Specification, conforms to the standards of Underwriters' Laboratories. The label of Underwriters Laboratories (UL) shall be accepted as conforming to this requirement. 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.

1.15 SUBMITTALS

Shop Drawings and Product Data: Furnish submittals in the form of manufacturer's brochures, pamphlets, or written specifications on all items to be installed unless specifically directed otherwise by these Specifications or by the CONTRACTING OFFICER. Reference Contract Clause FAR 52.236-5, "Material and Workmanship," FAR 52.225-5, "Buy American Act-Construction Materials," FAR 52.225-9, "Hazardous Material Identification and Material Safety Data," and DFAR 252.227-7033, "Rights in Shop Drawings." Submittals are to clearly identify performance criteria requested.

Approval of Materials: Prior to the purchase of material, submit to the CONTRACTING OFFICER, for material approval/ disapproval, brochures and technical literature covering, in detail, the materials the CONTRACTOR proposes to supply. Include the specific catalog and model specification number designations. Submittals are to demonstrate that the item conforms to all the requirements. No unapproved or disapproved materials shall be used. Submittals shall be made for the items listed in the submittal checklist, or equivalent. Reference Contract Clause FAR 52.236-5, "Material and Workmanship."

1.16 CONSTRUCTION SCHEDULING, WORK PROGRESS AND PREPARATION OF PROGRESS

SCHEDULES AND REPORTS

Prepare a work progress schedule and submit progress reports. These schedules are to be submitted to the Contracting Officer for approval, in the number of copies as directed, prior to start of construction. The schedule will show the order in which the contractor proposes to perform the work, the dates on which the Contractor contemplates starting and completing the various divisions and salient features of the work.

Reference Contract Clause FAR 52.236-15, "Schedules for Construction Contracts." Schedule the work so that upon the start of construction, work progresses in a continuous and diligent manner. A schedule that does not reflect steady and reasonable progress throughout the construction period will be rejected. The schedule is to include a line item for rough inspections by Government personnel as outlined in the various sections of the Specifications or on the Drawings. A rough inspection is required on all installed systems prior to sealing off or sealing. A second or finish ms2183 DOCUMENT 00 01 25 Page 7 inspection will be conducted after these systems are "hidden/buried" to ensure the quality of the finished product. The finish inspection does not constitute the final Project inspection accomplished at Project completion. Request these inspections, through the Contracting Officer at least 5 workdays prior to the desired inspection date.

A weekly meeting may be held between the Contractor and Contracting Officer, to discuss work progress, problems and potential change orders.

Attend these meetings at no additional cost to the Government. Prior to specific work elements of a project, the confer with the COR and agree on a sequence of procedures and means of access to premise; space for storage of materials and equipment; delivery of materials and use of approaches, use of corridors, stairways and similar means of passage. Submit bi-weekly progress reports to the Contracting Officer covering the period from notice to proceed through final inspection. Note possible deviations from the original plan, afor approval by the Contracting Officer before work changes are implemented. Reference Contract Clause FAR 52.236-15, "Schedules for Construction Contracts." The Contract Schedule is to include the final 5 percent of the Contract for closeout. Closeout retainage is to include O&M Data, manufacturer's services (i.e., training for equipment use), and warranties.

1.17 SAFETY ASSURANCE

All work including the handling of hazardous materials shall comply with the applicable requirements of 29 CFR 1910, 29 CFR 1926. All work is to comply with applicable state and municipal safety and health requirements.

Where there is a conflict between applicable regulations, the most stringent apply. 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 will not be held liable for any action on the part of the Contractor, the Contractor's employees or subcontractor, which results in illness, injury or death.

Where an employee can fall more than 6 feet, a fall protection system must be used; 29 CFR 1926.500 stipulates where this occurs and the different types of fall arrest systems. All references to protection of the site and adjacent buildings when trenching, are to include protection of all employees also. The required inspections, tests and reports made by the Contractor, subcontractor, specially trained technicians, equipment manufacturers and other as required, shall be at the Contractor's expense.

Special facilities, devices, equipment, clothing and similar items used by the Contractor in the execution of work shall comply with applicable regulations. Comply with the recommendations contained in Part 6 of the U.S. Department of Transportation, Federal Highway Administrations "Manual on Uniform Traffic Control Devices (D6. -1978)" 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. Prior to commencing on-site work, submit an Occupational Safety and Health Administration (OSHA) Emergency Action Plan (EAP) to Contracting Officer to demonstrate compliance by Contractor and subcontractors with applicable OSHA regulations. Prior to commencing on-site work, submit a project-specific Project Safety Plan to Contracting Officer. The plan must include, but is not limited to, hazard communications, labeling, emergency response and preparedness and training.

1.18 INSPECTIONS AND TESTS

Inspections and tests are for the sole benefit of the Government and do not relieve the Contractor of the responsibility of providing quality control ms2183 DOCUMENT 00 01 25 Page 8 measures to ensure that the work strictly complies with the Contract requirements. No inspection or test by the Government will be construed as constituting or implying acceptance. Reference Contract Clause FAR 52.246-12, "Inspection of Construction."

1.19 QUALITY CONTROL/TESTS

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, furnish and pay for any tests or certifications required by the Contracting Officer to show that the proposed materials meet with the applicable requirements. Submit a written certification from any recognized testing agency, adequately equipped and competent to perform such services, that the materials or equipment has been tested and conforms to the standards, including the methods of testing used. Wherever testing or analysis of material is required, such testing unless otherwise noted will be made at the Contractor's expense. Subsequent testing of those materials which fail to meet specifications will be accomplished by the Contractor at no cost to the Government. Samples used for testing are to be selected as specified for the various tests elsewhere in the Specifications but in every case the method of selecting samples and the location for selection are to be as approved by the Contracting Officer.

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 are to be made by independent, commercial testing laboratories approved in writing by the Contracting Officer.

Results of all tests are to 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. Two copies of all reports shall be forwarded, one each directly to the 1) Contracting Officer and 2) COR 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. Any item, for which test reports show failure to meet all Contract requirements shall be retested as often as required to show full compliance with Contract requirements, at the Contractor's expense. Provide an emergencies plan, with names of personnel to accomplish the repairs in the event of utility and/or communications emergencies.

Provide and maintain an effective quality control program in accordance with the Contract. Within 10 days of the Award of the Contract, provide three copies of the Project CQC plan to the Contracting Officer. This document, as a minimum, to include name and address of the independent testing agency and the responsible principal with the firm; a summary of QC tests required by the Specification and to be provided by the testing agency; and typical daily reports forms to be used for this Project.

Indicate in the plan the organizational procedures to immediately notify the Contracting Officer or COR 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 and is subject to approval of the Contracting Officer.

1.20 WARRANTY

In addition to the specific guarantees required by the Specifications for ms2183 DOCUMENT 00 01 25 Page 9 certain portions of the work to be performed under this Contract, furnish a written warranty for all of the work to be performed under this Contract, against defects in materials or workmanship for a period of 1 year from the date of final acceptance of the completed work by the Government. Provide all original copies of the Warranty documents to COR. All work including workmanship, material, and equipment (other than Government furnished equipment) shall be warranted for the full period of standard manufacturer's warranty, but in no case are to be warranted for a period of less than 1 year upon notice from the Contracting Officer of any failure during this warranty period, the part or parts are to be replaced promptly with new parts by and at the expense of the Contractor. Whenever the manufacturer of a piece of equipment supplied by the Contractor customarily provides a warranty covering the equipment, promptly turn over such to the Contracting Officer. Upon completion, provide the Contracting Officer with one bound set and one electronic (CD) set containing maintenance, repair and operating instructions and parts lists for each piece of installed equipment. Reference Contract Clause FAR 52.246-12, "Inspection of Construction" and FAR 52.246-21, "Warranty of Construction."

1.21 CUTTING AND REPAIRING

Unless otherwise specified hereinafter, perform all necessary cutting, drilling, fitting and patching of work and corresponding work that may be required to make several parts come together and fit it to receive, or be received, by work of other trades shown upon, or reasonably implied, by the Drawings and Specifications for the completed Project. Reference Contract Clause FAR 52.246-12, "Inspection of Construction."

The Contractor is responsible for all cutting, replacement, and repairing of work that is due to faulty workmanship and which is not specifically covered by Specifications for trades which are affected. The Contractor will also be held responsible for providing, without extra cost to the Government, any small incidental items which are not specifically mentioned in trade specifications, but which are necessary to complete the work in accordance with the Drawings, and under the general understanding that the work when completed shall be a finished and workmanlike job. Reference Contract Clause FAR 52.236-5, "Material and Workmanship," and FAR 52.246-12, "Inspection of Construction."

1.22 SITE CLEANUP

Maintain the construction site in as clean and orderly condition as possible. All refuse and/or salvage material shall be gathered and disposed of periodically throughout the workday to maintain the site in this condition. Refer to Section 01 74 19, CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL, for requirements on material disposal. All roadways, and roadway areas within the work area, or used are to be kept free of construction debris, and associated mud, dirt, sand, or gravel that may be tracked from the construction work area by cleaning daily to assure safe operation of vehicles. The method of cleaning and equipment employed are subject to the approval of the Contracting Officer. Reference Contract Clause FAR 52.236-12, "Cleaning Up."

Following completion of the work, clean the entire area from any debris and/or excess of misplaced material due to the Contractor's operation and obtain Contracting Officer's approval of this finished work. (Reference Contract Clause FAR 52.246-12, entitled "Inspection of Construction," and FAR 52.236-12, "Cleaning Up.") ms2183 DOCUMENT 00 01 25 Page 10

1.23 LAYOUT AND GRADES

All lines and grade work not presently established at the site are to be laid out by the Contractor in accordance with the Drawings and Specifications. Maintain all established boundaries and benchmarks and replace as directed any which are destroyed or disturbed. Reference Contract Clause FAR 52.236-17, "Layout of Work."

Engage a Professional Engineer or Registered Land Surveyor, licensed to practice in the state where the project is to be located, to properly establish all locations, grades, elevations, dimensions, joints, etc., necessary to the proper location of all items of work included in this Contract. All such items are to be established in relation to the benchmark and control points noted on the Drawings.

1.24 REFUSE AND SALVAGE MATERIALS

all refuse, debris, and construction waste shall be legally disposed of off Base at the Contractor's expense. (Reference FAR 52.236-12 "Cleaning Up.") Accumulations of refuse on the site will not be permitted. All salvage property removed and not reinstalled under this Contract to be returned to the Government at a place on base designated by the Contracting Officer, or properly disposed of when directed by the Government. Nonhazardous solid waste must be diverted to recycling, through appropriate means available to the Contractor, if such diversion is less than or equal to the equivalent cost of landfill or incineration.

Prior to Contract closeout supply a report, including the following:

a. Amount (in tons) of nonhazardous solid waste, including construction and demolition debris, that is composted, mulched, recycled, reused, donated or otherwise diverted from a disposal facility.

b. Amount (in tons) of solid waste (including construction and demolition debris) transferred to a disposal facility (landfill).

1.25 STORAGE

No secure storage space will be provided by the Government. The Government will not be responsible for property belonging to, or under the present control of the Contractor. The Contracting Officer, or COR, will designate an unsecured, open area for storage of construction equipment and materials during the period covered by this Contract. Reference Contract Clause FAR 52.236-10, "Operations and Storage Areas." Protect Contractor's materials.

Construct temporary sheds, as may be required, for the use of workmen and as required for tool cribs and storage of all work under this Contract.

Temporary sheds to be confined to the space assigned by the Contracting Officer, or COR. Sheds to be of approved construction and wood floors, lighting and heat shall be provided in all parts used by workmen. Exterior of sheds to be painted, all parts maintained in good condition throughout the life of the Contract, and at completion, all parts to be removed, and the premises cleaned up. Reference Contract Clauses FAR 52.236-10, "Operations and Storage Areas," and FAR 52.236-12, "Cleaning Up."

1.26 TEMPORARY FIELD OFFICES

As soon as practicable after award of Contract, and until final completion of the work, provide, maintain and later remove suitable temporary ms2183 DOCUMENT 00 01 25 Page 11 office(s). All field offices to be in good repair, painted on the exterior, provided with adequate heating, lighting and maintained in a clean and sanitary condition at all times. Reference Contract Clause FAR 52.236-10, "Operations and Storage Areas." Temporary office space for exclusive use of the Government inspectors is not required. The Contractor is reminded that smoking in buildings on a Government facility is prohibited. A smoking area for employees, away from the main entrance of a building, will be designated by the Government.

1.27 TEMPORARY TOILET FACILITIES

Provide all temporary toilet facilities. The temporary toilet facilities meeting the requirements of health authorities having jurisdiction and keep clean and in a sanitary condition at all times.

1.28 TELEPHONE AND COMMUNICATIONS SECURITY MONITORING

The Government will provide utilities and communications connections.

Utilities will be monitored to ensure reasonable level of use. If utility use appears to be excessive, Government reserves the right to charge Contractor for use.

All communications with DOD organizations are subject to communications security (COMSEC) review. Contractor personnel will be aware telephone communications networks are continually subject to intercept by unfriendly intelligence organizations. The DOD has authorized the military departments to conduct COMSEC monitoring and recording of telephone calls originating from, or terminating at, DOD organizations. Therefore, civilian Contractor personnel are advised any time they place a call to, or receive a call from, a DOD organization, they are subject to COMSEC procedures. The Contractor will assume the responsibility for ensuring wide and frequent dissemination of the above information to all employees dealing with DOD information.

1.29 UTILITIES

The Government will provide utilities and communications connections.

Utilities will be monitored to ensure reasonable level of use. If utility use appears to be excessive, Government reserves the right to charge Contractor for use.

1.30 UTILITY INTERRUPTIONS

All utility shutdowns require the prior approval of the Contracting Officer. Utility interruptions require a 72 hour notice to the COR.

Include in the Contractor's progress schedule a preliminary listing of all proposed shutdown dates. Every effort is to be made to make all shutdowns as brief as possible, and as limited in extent as possible.

1.31 PERMITS

Secure all permits required for the project before proceeding with any work.

1.32 COMPRESSED AIR

Provide all compressed air used for work under this Contract, including temporary lines and connections. All temporary lines, etc., shall be removed at the completion of the work.

ms2183 DOCUMENT 00 01 25 Page 12

1.33 WEATHER PROTECTION AND TEMPORARY HEATING

Provide and maintain weather protection as may be required to properly protect all parts of the project from damage during construction.

1.34 ARCHEOLOGICAL, PALEONTOLOGICAL AND ENDANGERED SPECIES FINDS

Any archeological finds (evidence of human occupation) or paleontological finds (evidence of prehistoric plant or animal life) are to be reported to the Contracting Officer immediately and continue work in other areas without interruption. Protect native endangered flora and fauna and notify the Contracting Officer of any construction activities that might threaten endangered species or their habitats.

1.35 REAL PROPERTY/EQUIPMENT REPORT

Furnish, upon completion of the Project, "Real Property Installed Cost," form in triplicate, of all equipment installed in the project, and the installed cost of each item. Include the location of each item and nameplate data in the listing. Final payment will not be made to the Contractor until the Government has received and approved the listing. Use the DD1354 form, as applicable.

1.36 DAMAGES, REPAIRS

Repair or replace all damages by the Contractor's operations at the Contractor's expense, as directed by the Contracting Officer. Restore any Government property damaged as a result of the work, materials, or operations of the Contractor at no additional expense to the Government.

All existing sidewalks, curbs, fencing, and pavement disturbed, broken or removed or otherwise damaged by the Contractor during performance of the work under this Contract is to be replaced by the Contractor at the Contractor's own expense. Replaced sidewalks, curbs, and pavements shall be smooth, blend into the existing work, and not present depressions or humps. Reference Contract Clause FAR 52.236-9, "Protection of Existing Vegetation, Structures, Equipment, Utilities and Improvements."

1.37 AS-BUILT DRAWINGS

Keep an accurate record of all deviations from the approved design Drawings and Specifications which may occur in the work as actually constructed, and submit to the Contracting Officer, at completion of the work, complete information including descriptions, Drawings, dimensions, marked prints, etc., as required for correction of the tracings to the as-built conditions. It is not sufficient to simply reference an addendum or change order. Contractor may tape graphics of such documents into as-built and red line as-built information on these graphics. The information is to be color coded for easy decoding as follows:

a. Red when showing information added to the Drawings.

b. Green when showing information deleted from the Drawings.

c. Blue and circled in blue to show notes.

The redlined Drawings shall be complete with any deviation in actual construction.

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1.38 MAINTENANCE OF TRAFFIC AND SAFETY

Where possible, construction work shall not interfere with the normal operations of traffic, particularly emergency vehicles and equipment.

Contractor is responsible for safety on the Project site. Use only established haul routes. When materials are transported in prosecution of the work, vehicles are not to be loaded beyond the loading limit established by Federal, State or Local Law or regulation. When it is necessary to cross curbing or sidewalks, protection against damage to be provided by the Contractor. Provide for the free and unobstructed movement of Military vehicles with respect to all operations and the operations of subcontractors. With respect to the Contractor's own operations, and those of all the Contractor's subcontractor, provide marking, lighting, and other acceptable means of identifying personnel, equipment, vehicles, storage areas, and any work or condition that may be hazardous to the operation of military vehicles, fire-rescue equipment, or maintenance vehicles at the Base. Furnish, erect, and maintain weighted barricades, warning signs, and other traffic control devices as required maintaining traffic and ensuring the safety of military vehicles in the area and the Contractor's equipment.

Provide an estimate of all labor, materials, equipment, and coincidental necessary for the maintenance of vehicular traffic.

1.39 SPECIAL CONDITIONS

Any Contractor's equipment that causes or generates electro-magnetic disturbances or interference is to be removed from service until properly repaired. The Contracting Officer may also require repositioning or removal of the equipment from the Base.

1.40 HAZARDOUS MATERIAL USAGE

Establish a hazardous material (HM) storage and distribution system when HM is to be used. All hazardous materials used on the project must be submitted to Contracting Officer utilizing Government provided forms.

Materials must be approved prior to use. The Contractor HM Identification Form will be provided to the Contractor at or prior to the Preconstruction meeting. Maintain the Contractor HM Identification Form for HM on the jobsite for inspection/verification. Establish HM storage and issue location that complies with Federal, state and local environmental regulations. Materials issued are to be tracked for quantities used.

Unused materials to be inventoried and removed from the installation prior to close out of the Contract or expiration date of the HM. Reports of material delivered, used and removed from the installation to be submitted to the Contracting Officer monthly and prior to Contract closeout. Comply with all Federal, state and local environmental standards, including OSHA HasCom and COE 385-1-1. Accompany the COR and the installation Environmental Manager (EM) on Project closeout inspection to ensure all used and unused HM has been removed from the installation. This requirement isnot to be a punchlist item and must be accomplished prior to the Government accepting beneficial occupancy of the facility or construction item.

Bring to the attention of the Contracting Officer, any material suspected of being hazardous that is encountered during performance of a project,at which time a determination will be made as to whether hazardous material testing is to be performed. If the Contracting Officer directs the Contractor to perform tests, and/or the material is found to be of a hazardous nature requiring additional protective measures, a modification may be required, subject to equitable adjustment under the terms of the ms2183 DOCUMENT 00 01 25 Page 14

Contract.

1.41 SECURITY REQUIREMENTS

Comply with all security regulations imposed by the base/post commander and/or agency occupying the space where work is to be performed. Obtain any necessary security clearances prior to commencement of work. Ensure that all parts of the base where work is being performed are adequately protected against vandalism and theft.

1.42 POLLUTION ABATEMENT

Perform all work in a manner minimizing pollution of air, water and land as required. Transport materials to or from the site in a manner preventing materials or particles from becoming airborne. Earth materials to be wetted or otherwise protected. Gravel, sand and concrete to be contained within vehicles to prevent spillage. Tarpaulins must be fastened over load before entering surrounding streets. Removal of any materials dropped or blown off vehicles to be the responsibility of the Contractor. Burning of any material is strictly prohibited. Stream beds, lakes, drainage ways, sanitary and storm sewers, etc., shall not be polluted by fuels, oils, bitumen, acids or other harmful materials. Grade to prevent surface drainage from the construction site containing harmful amounts of sediment from draining onto adjacent areas. Flushing of concrete trucks is restricted to the location specifically designed for this purpose by the COR. Excess materials are not to be disposed of on Government property.

1.43 WORK BY GOVERNMENT

The Government reserves the right to undertake performance by Government forces, for the same type or similar work as contracted herein, as the Government deems necessary or desirable, and to do so will not breach or otherwise violate this Contract.

1.44 REGULATIONS

Comply with all applicable Federal, state, local, DOD, National Guard Bureau, Air Force and Installation regulations pertaining to safety, traffic control and fire prevention. The Contractor, employees, and subcontractors are subject to, and are to abide by and comply with, all relevant statutes, ordinances, laws and regulations of the United States (including Executive Orders of the President) and any State (or other public authority now or hereafter in force). The Contractor agrees to observe and comply with all applicable state and Federal requirements regarding social security, workman's compensation, unemployment insurance and any other matters concerning employment applicable to the performance of this Contract or rules, regulations, directions and order not inconsistent herewith as may from time to time be issued by the Government. The unilateral act of any governmental body against any employee of the Contractor for the violation of a state or Federal law or regulation shall not excuse the Contractor from full compliance with the terms and conditions of this Contract.

The Contractor, employees, and subcontractors are to be familiar with and obey the regulations of the installation including fire, traffic, safety and security regulations while on the military installation. Observe and obey all speed limits posted throughout the installation. Personnel are not to enter restricted areas unless required and only upon prior approval. All Contractor and subcontractor employees are to carry proper ms2183 DOCUMENT 00 01 25 Page 15 personal identification with them at all times. Contractor's equipment is to be conspicuously marked for identification and parked or placed within approved areas only, out of the way of driveways, emergency access roads, and traffic. Ensure that all parts of the facility where work is being performed are adequately protected. Comply with all security regulations imposed by the base/post commander against vandalism and theft.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Document --ms2183 DOCUMENT 00 01 25 Page 16

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15, CHG 2: 08/21

PART 1 GENERAL

1.1 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.3 OCCUPANCY OF PREMISES

1.4 LOCATION OF UNDERGROUND UTILITIES

1.4.1 Notification Prior to Excavation

1.5 SALVAGE MATERIAL AND EQUIPMENT

PART 2 PRODUCTS

PART 3 EXECUTION

ms2183 SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/15, CHG 2: 08/21

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes the repair and replacement of existing bituminous surfacing on roads within the MN Air National Guard Base through chip seal coating, mill and overlay, and full depth pavement reclamation and surfacing with new HMA base and wear courses. Project also includes repairs of concrete apron within the air side of the Base. Work also includes the removal and replacement of existing storm sewer pipe, and spot removal and replacement of concrete curb and gutter, miscellaneous drainage improvements and painting of roadway and parking striping and incidental related work.

1.2.2 Location

The work is located at the Minnesota Air National Guard 133rd Air Lift Wing Base adjacent to the Minneapolis, St. Paul International Airport, in Minneapolis, MN, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

The site will be occupied during performance of work under this Contract.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of existing streets, and provisions for continuous access for Base personnel during the project.

1.4 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours and conforming with local utility locate requirements, prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday ms2183 SECTION 01 11 00 Page 2 or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed.

Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.4.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.5 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within the construction site.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Provide a system for property control in the salvage plan. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --ms2183 SECTION 01 11 00 Page 3

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