Mitchell Field Spec 4-16-10.pdf

Final Specifications

Wisconsin Air National Guard Building 401

Type B Final Submittal

General Mitchell IAP

Milwaukee, Wisconsin

ANG No. HTUV – 072023B SEH No. NGBWI – 106334

April 16, 2010

This Page Left Blank Intentionally

Table of Contents 00 01 10

NGBWI 106334 - 1

DOCUMENT 00 01 10

TABLE OF CONTENTS

Number Document

00 01 10 Table of Contents

DIVISION 1 - GENERAL REQUIREMENTS

01 00 00 General Requirements 01 11 00 Summary of Work 01 23 00 Bid Options 01 25 13 Product Substitution Procedures 01 27 00 Unit Prices for Contingent Items 01 28 00 Measurement and Payment 01 29 10 Applications for Payment 01 31 00 Project Management and Coordination 01 31 19 Project Meetings 01 32 00 Construction Progress Documentation 01 33 00 Submittal Procedures 01 35 46 Hazardous Materials Usage 01 42 15 Specification Format, Definitions and Abbreviations 01 42 19 Reference Standards for Building Construction 01 45 10 Quality Control for Building Construction 01 51 00 Temporary Utilities 01 52 13 Field Office 01 52 14 Storage and Fabrication Sheds 01 52 15 Temporary Office for Owner 01 56 10 Temporary Enclosures 01 57 00 Temporary Controls 01 57 19 Air, Land, and Water Pollution 01 60 00 Product Requirements 01 70 00 Execution Requirements 01 73 29 Cutting and Patching 01 75 00 Starting and Adjusting 01 77 00 Closeout Procedures 01 78 20 Operation and Maintenance Data 01 78 39 Project Record Documents

DIVISION 2 - EXISTING CONDITIONS

02 41 33 Removing Pavement and Miscellaneous Structures

DIVISION 3 - CONCRETE

03 11 00 Concrete Forming 03 20 00 Concrete Reinforcing 03 30 00 Cast-In-Place Concrete

- 2 NGBWI 106334

DIVISION 4 - MASONRY

04 20 00 Unit Masonry Assemblies

DIVISION 5 - METALS

05 31 00 Steel Decking 05 40 00 Cold-Formed Metal Framing 05 42 00 Cold-Formed Metal Truss Framing 05 50 00 Metal Fabrications

DIVISION 6 - WOOD, PLASTICS, AND COMPOSITES

06 10 53 Miscellaneous Rough Carpentry

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

07 21 00 Thermal Insulation 07 41 13 Metal Roofing and Wall Panels 07 46 17 Metal Soffit and Facia Systems 07 62 00 Sheet Metal Flashing and Trim 07 71 23 Gutters and Downspouts 07 92 00 Joint Sealants

DIVISION 8 - OPENINGS

08 11 13 Hollow Metal Doors and Frames (Commercial) 08 14 00 Wood Doors 08 36 13 Sectional Steel Overhead Doors 08 51 13 Aluminum Windows 08 71 00 Door Hardware 08 80 00 Glazing 08 90 00 Louvers and Vents

DIVISION 9 - FINISHES

09 22 00 Non-Structural Metal Framing 09 29 00 Gypsum Board 09 30 00 Tiling 09 51 13 Acoustical Panel Ceilings 09 65 19 Resilient Tile Flooring and Base 09 68 00 Carpeting 09 91 00 Painting

DIVISION 10 - SPECIALTIES

10 11 00 Visual Display Surfaces 10 14 23 Panel Signage 10 28 13 Toilet Accessories 10 44 00 Safety Specialties 10 51 13 Metal Lockers

DIVISION 12 - FURNISHINGS

12 21 16 Window Blinds 12 30 00 Manufactured Casework 12 48 16 Floor Grilles

DIVISION 21 - FIRE SUPPRESSION

21 05 00 Common Work Results for Fire Suppression 21 05 53 Identification for Fire Suppression Piping and Equipment 21 13 00 Fire Suppression Sprinkler Systems

DIVISION 22 - PLUMBING

22 05 53 Identification for Plumbing and Equipment 22 07 19 Plumbing Piping Insulation 22 10 05 Plumbing Piping 22 10 06 Plumbing Piping Specialties 22 40 00 Plumbing Fixtures

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 05 13 Common Motor Requirements for Equipment 23 05 19 Meters and Gages for HVAC Piping 23 05 48 Vibration Controls for HVAC Piping and Equipment 23 05 53 Identification for HVAC Piping and Equipment 23 05 93 Testing, Adjusting, and Balancing for HVAC 23 07 13 Duct Insulation 23 07 16 HVAC Equipment Insulation 23 07 19 HVAC Piping Insulation 23 09 13 Instrumentation and Control Devices for HVAC 23 09 15 Variable Frequency Drives 23 09 23 Direct-Digital Control System for HVAC 23 09 93 Sequence of Operations for HVAC Controls 23 21 13 Hydronic Piping 23 21 14 Hydronic Special Ties 23 21 15 Propylene Glycol System 23 21 23 Hydronic Pumps 23 25 00 HVAC Water Treatment 23 31 00 HVAC Ducts and Casings 23 33 00 Air Duct Accessories 23 34 23 HVAC Power Ventilators 23 36 00 Air Terminal Units 23 37 00 Air Outlets and Inlets 23 52 16 Condensing Boilers 23 64 00 Packaged Water Chillers 23 72 00 Energy Recovery Equipment 23 73 13 Modular Indoor Central-Stationair-Handling Unit 23 81 01 Terminal Heat Transfer Units

NGBWI 106334 - 3

00 01 10 - 4 NGBWI 106334

DIVISION 26 - ELECTRICAL

26 05 01 Minor Electrical Demolition 26 05 19 Low-Voltage Electrical Power Conductors and Cables 26 05 26 Grounding and Bonding for Electrical Systems 26 05 29 Hangers and Supports for Electrical Systems 26 05 34 Conduit 26 05 35 Surface Raceways 26 05 37 Boxes 26 05 53 Identification for Electrical Systems 26 05 73 Overcurrent Protective Device Coordination Study 26 22 00 Low-Voltage Transformers 26 24 16 Panelboards 26 27 01 Electrical Service Entrance 26 27 26 Wiring Devices 26 28 18 Enclosed Switches 26 51 00 Interior Lighting

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 00 Fire Detection and Alarm

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 26 Crushed Aggregate Base Course 32 12 18 Hot Mix Asphalt Pavement

General Requirements 01 00 00

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.01 SCOPE

A. Project provides for furnishing all labor, material, equipment, testing, and appliances to construct new General Mitchell IAP (ANG) Building 401 as described herein and shown on the construction drawings.

Refer to Section 01 11 00 - Summary of Work.

B. The Contractor will be held responsible for all requirements described in the contract documents and all work including that of his Subcontractor, if any, shall be done in accordance with the contract documents.

Failure to familiarize himself with their requirements will not relieve the Contractor of his responsibility to comply.

C. The organization of the specifications into divisions, sections, and articles, and the arrangement of the drawings shall not control the Contractor in dividing the work among Subcontractor or in establishing the extent of the work to be performed by any trade.

1.02 WORK SCHEDULING

A. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by the Government and others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Notify COR not less than seven (7) days in advance of proposed utility interruptions.

2. Do not proceed with utility interruption without COR written permission.

1.03 ENTRY TO BASE/ACCESS TO SITE

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

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

C. The Contractor shall inform all personnel working under his jurisdiction (including sub-contractor and visiting supplier personnel) that access to areas outside of the immediate work area excluding, direct haul and access routes, 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.

D. Use of Existing Building: Maintain existing building in a weather tight condition throughout the construction period. Repair damage caused by construction operations. Areas within the building that are outside of the project limits shall be maintained in full operational use by the contractor during construction. The owner shall have full access and use of the areas during construction.

1.04 INSPECTION OF SITE

A. The Contractor shall be 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”.

B. It is recommended that prospective bidders visit the premises and thoroughly familiarize themselves with the details of the work and working conditions. It is the responsibility of all bidders to have compared the premises and the site with the Specifications and Drawings, and to have satisfied themselves as to all conditions of the premises, the existing obstructions, the actual elevations, and any other conditions affecting the execution and completion of the work prior to submission of his proposal. Reference Contract Clause FAR 52.236-3, “Site Investigation and Conditions Affecting the Work”.

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

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

1.05 CORRELATION OF DRAWINGS, SPECIFICATIONS AND CONTRACTS

A. The specifications, Contract and the accompanying Drawings are intended to describe and provide for a complete, new and usable facility. They are intended to be cooperative and what is called for by one shall be as binding as if called for by all. The Contractor will understand that the work herein described shall be complete in every detail, not withstanding every item necessarily involved is not particularly mentioned, and the Contractor shall be held to provide all labor and material for the entire completion of the work intended to be described and shall not avail himself of any manifestly unintentional error or omission, should any exist. Should any error or inconsistency appear in the Drawings or Specifications, the Contractor, before proceeding with the work, shall make mention of same to the Contracting Officer for proper adjustment, and in no case shall he proceed with the work in uncertainty. Reference Contract Clause DFARS 252.236-7001, “Contract Drawings, Maps and Specifications”.

1.06 REPORT OF ERROR AND DISCREPANCIES

A. The Contractor shall be responsible for any and all discrepancies in work due to failure to obtain dimensions and investigate conditions at the building before fabrication and installation.

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

C. The Contractor shall promptly notify the Contracting Officer in writing of any discrepancies.

D. 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, Maps and Specifications”.

E. Any proposed changes to the specifications by the Contractor must be submitted in writing to the

Contracting Officer for approval prior to implementation.

1.07 DIVISION OF WORK

A. The various divisions of the Specifications shall not be considered as negotiations of the material and labor involved. The arrangement and order of these divisions have been made for convenience only, and it is not the intent, nor shall it be so construed, a particular trade or subcontractor must perform that work included in any one division.

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

C. The organization of the specifications into divisions, sections, and articles, and the arrangement of the drawings shall not control the Contractor in dividing the work among Subcontractor or in establishing the extent of the work to be performed by any trade.

D. Reference Contract Clause FAR 52.236-21, “Specifications and Drawings for Construction”.

1.08 METHOD OF CARRYING ON THE WORK

A. All work under the Contract shall be arranged and carried on in such a manner as to complete work in the least possible time. The Contractor shall consult with the Contracting Officer as to methods or sequence of carrying on the work. A definite program of work shall be arranged before starting. Reference Contract Clause FAR 52.236-15, “Schedules for Construction Contracts”.

B. Activities in the vicinity of this project may be kept in full or partial operation during construction. The

Contractor shall coordinate with the Contracting Officer and schedule construction activities. Reference Contract Clause FAR 52.236-8, “Other Contracts”.

1.09 STANDARDS OF MANUFACTURE

A. All recognized regulatory/code standards shall be the latest published edition prior to the date of release for bid/proposal of the contract documents.

B. 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.

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

Reference Contract Clause FAR 52.236-5, “Materials and Workmanship”. The contracting officer or his/her designated COR will consider un-named products when the following are provided:

1. Evidence that the proposed product does not require extensive revisions to the Contract Documents;

that it is consistent with the Contract Documents and will produce the indicated results; and that it is compatible with other portions of the Work.

2. A detailed comparison of the significant qualities of proposed product with those of the named product and those named in the Specifications. Significant qualities include attributes such as performance, weight, size, durability, visual effect, and specific features and requirements indicated.

3. Evidence that proposed product provides specified warranty.

4. Samples, if requested.

- 4 NGBWI 106334

D. Where, named products are followed by language such as “no substitutions”, “no comparable products” or similar language, the product has been approved to be sole sourced and the contractor shall provide the named product.

1.10 MEANING OF APPROVED, DIRECTED, ETC.

A. “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.

1.11 MISPLACED MATERIALS

A. Any material that is deposited elsewhere than areas designated as approved by the Contracting Officer shall be rehandled and deposited where directed. No payment will be made for rehandling such material.

The Contracting Officer will notify Contractor of any noncompliance with the foregoing provisions.

1.12 COMPLIANCE WITH CODES AND REGULATIONS

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

B. Contractor shall have data sheets available at the site on any materials used to comply with MIOSHA and

EPA. Reference Contract Clause FAR 52.223-3, “Hazardous Material Identification and Material Safety Data”.

1.13 MATERIAL TESTING BY NATIONAL LABORATORIES

A. Electrical materials and equipment shall be new and bear the 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.

B. The Contractor shall submit proof that the material or equipment, which he 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.

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

1.14 SUBMITTALS

A. Also see “Preparation of Material Approval Submittals” include herein to the contract.

B. Also see Section 013300 –“Submittal Procedures”.

C. Shop Drawings and Product Data: The Contractor shall furnish submittals in the form of shop drawings, product data, test reports, material samples, manufacturer’s brochures, pamphlets, or written specifications on all items to be installed where specifically directed by these specifications or as required by the Contracting Officer. Reference Contract Clause FAR 52.236-5, “Material and Workmanship”, FAR 52.225-5, “Buy American Act-Construction Materials”, FAR 52.223-3, “Hazardous Material Identification and Material Safety Data”, and DFAR 252.227-7033, “Rights in Shop Drawings”.

D. Approval of Materials: Prior to the purchase of material, the Contractor shall submit to the Contracting Officer, for material approval/disapproval, brochures and technical literature covering, in detail, the materials he proposes to supply. This shall include the specific catalog and model specification number designations. Submittals shall demonstrate that the item conforms to all of the requirements. No unapproved or disapproved materials shall be used. Submittals shall be made for the items indicated in the specification or listed on AF Form 66, Schedule of Material Submittals, or equivalent. Reference Contract Clause FAR 52.236-5, “Material and Workmanship”.

E. Substitutions: The contractor shall clearly indicate in submittal if the proposed product or equipment, or construction is a variation or substitution from that indicated or specified in the contract documents.

Submittal shall also indicate any consequential changes required to the Work for support of that substitution or variation. The contractor shall provide all additional plant, labor, material and equipment required for additional work required due to a substitution or variation. Approval of such substitution or variation does not relieve the contractor of that responsibility.

F. Submittals Not Approved (Submit Anew): Signifies Equipment and Material represented by the Submittal that does not conform with the design concept or comply with the intent of the Contract Documents, and is disapproved for use in the Work. Contractor is to provide Submittals responsive to the Contract documents as directed by the Contracting Officer. If a submittal is determined to be incomplete after a second resubmittal, a $500 fee may be charged for reviewing the incomplete resubmittal a third time and/or each time thereafter. The $500 fee shall be in the form of a check made payable to the design firm reviewing the submittal and must accompany the submittal resubmission.

1.15 PROGRESS SCHEDULE

A. The Contractor shall prepare a work progress schedule required for completion of each of the various divisions of work. The schedule shall be submitted to the Contracting Officer, in the number of copies as directed prior to start of construction. Reference Contract Clause FAR 52.236-15, “Schedules for Construction Contracts”. Contractor shall also submit a schedule of values (SOV) on AF Form 3064.

Construction Contracts in excess of $1 million will also be submitted on Microsoft Project (latest version). This schedule shall include a line item for rough inspections by government personnel as outlined in the various sections of the specifications or on the plans. A rough inspection is required on all installed systems prior to sealing off or closing in a wall, pipe chase, suspended ceiling system etc. These system include but not limited to: domestic and heating water lines, communication and electric runs, all insulation material to be covered by other material (GWB, wood panel etc), duct runs, ceiling suspension systems, raised flooring, fire detection/protection /suppression systems etc. A second or finish inspection will be conducted after these systems are "hidden" to insure the quality of the finished product. The finish inspection does not constitute the final project inspection accomplished at project completion. The Contractor shall request these inspections, through the C.O. at least 5 work days prior to the desired inspection date.

1.16 SAFETY ASSURANCE

A. Also see “Safety Assurance” include herein to the contract. Contractors shall familiarize themselves with all OSHA 1910/1926 standards.

B. Spaces such as crawl spaces, tunnels, manholes, and attics but not limited to, are to be treated as confined space entry. Contractor must follow 29CFR 1910.146 and use Air Force Form 1024 when making an entry. NOTE: A confined space does not include areas above suspended acoustical tile ceiling.

C. 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.

NGBWI 106334 - 5

- 6 NGBWI 106334

D. When the Contractor is working in buildings that are occupied by Government personnel, the Contractor must provide Material Safety Data Sheets (MSDS) to the Contracting Officer before they begin the work.

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

1.17 INSPECTIONS AND TESTS

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

1.18 QUALITY CONTROL/TESTS

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

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

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

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

E. Contractor Quality Control (CQC) Program: The Contractor shall provide and maintain an effective quality control program in accordance with the contract. Within ten (10) days of the award of the contract, the Contractor shall provide three (3) copies of the project CQC plan to the Contracting Officer. This document, as a minimum, shall 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 report forms to be used for this project. The plan shall also indicate organizational procedures to immediately notify the Contracting Officer or his/her representative of test results in noncompliance with the specification and recommendations on correction.

The testing agency must be an independent company and not owned or partially owned by the Contractor or any relation or employee of the Contractor.

F. Samples used for testing shall 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 shall be as approved by the Contracting Officer.

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

H. Results of all tests shall be recorded on certified test reports of the commercial testing laboratories.

Reports shall include a statement that the materials tested do or do not meet the requirements of the Contract specifications. Six copies of all reports shall be forwarded directly to the Contracting Officer for approval within five (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.

I. 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.

J. Contractor will provide an emergencies plan, with Contractors to accomplish the repairs in the event of utility and/or communications emergencies.

1.19 WARRANTY

A. In addition to the specific guarantees required by the specifications for certain portions of the work to be performed under this Contract, the Contractor shall 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 one (1) year from the date of final acceptance by the Government for all completed work or the date of Government occupancy of the project area.

B. 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 shall be warranted for a period of less than one (1) year upon notice from the Contracting Officer of any failure during this warranty period, the part or parts shall 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, the Contractor shall promptly turn over such to the Contracting Officer.

C. Reference Contract Clause FAR 52.246-12, “Inspection of Construction” and FAR 52.246-21, “Warranty of Construction”.

1.20 CUTTING AND REPAIRING

A. Unless otherwise specified hereinafter, the Contractor shall do 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”.

B. The Contractor shall be held 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.

He 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”.

1.21 SITE CLEAN UP

A. The Contractor shall 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 to maintain the site in this condition. All roadways, taxiways and ramp areas within the work area, or used by the Contractor, shall be swept and vacuumed daily to assure safe operation of aircraft. The cleaning operation shall be accomplished with self-propelled sweepers equipped with pick-up devices. The method of cleaning and equipment employed shall be subject to the approval of the Contracting Officer. Reference Contract Clause FAR 52.235-12, “Cleaning Up”.

NGBWI 106334 - 7

- 8 NGBWI 106334

B. During and after periods of rain, this construction site may have a very high water table and/or areas of standing surface water. Dewatering techniques are a Contractor’s option; however, the Contracting Officer shall approve the method prior to start of work. All dewatering work required to complete the project is the Contractor’s responsibility.

C. Following completion of the work, the Contractor shall clean the entire area from any debris and/or excess of misplaced material due to his 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”.)

1.22 LAYOUT AND GRADES

A. All lines and grade work not presently established at the site shall be laid out by the Contractor in accordance with the drawings and specifications. The Contractor shall 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”.

B. The Contractor shall engage a Professional Engineer or Registered Land Surveyor, licensed to practice in the State of Wisconsin, 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 shall be established in relation to the benchmark and control points noted on the drawings.

C. Prior to acceptance of the facility and at such times as directed by the Contracting Officer, the Contractor shall thoroughly clean all exposed surfaces of the building where work under this contract was completed.

D. All protective coatings, except lacquers, shall be removed from finish surfaces and the finish surfaces shall be washed and cleaned. Contractor shall be held responsible for all damaged materials, and at completion, shall replace, at his own expense, all such damaged materials.

E. Reference Contract Clause FAR 52.236-21, “Cleaning Up”, and FAR 52.246-12, “Inspection of

Construction”.

1.23 REFUSE, SALVAGE, WASTE DISPOSAL AND DIVERSION TRACKING

A. 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.

B. All salvage property removed and not reinstalled under this contract shall be offered to the Government and if not accepted by the COR, shall be properly disposed of at Contractor’s expense.

C. Non-Hazardous 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.

D. All excess soil from the project shall be disposed of at a licensed disposal facility. The contractor is responsible for all disposal costs, including testing required by the disposal facility.

E. All soils intended for reuse on the project or temporarily stored on the project site, must be placed on a protective liner and fully wrapped for protection from rainwater.

F. In accordance with the Deputy Undersecretary of Defense DOD Pollution Prevention Measure of Merit

(Mom) Memorandum, HQ USAF/ILLEV, 6 August 1998, the attached Solid Waste Disposal and Diversion Tracking form must be submitted at the end of each quarter during the contract. Each quarter ends on March 31, June 30, September 30, and December 31.

G. Prior to contract close out the Contractor must supply a report including the following:

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

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

1.24 STORAGE

A. 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 Contractor is to protect his materials. An unsecured, open area will be designated by the Contracting Officer 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”.

B. Contractor shall construct such temporary sheds as he may require for the use of his workmen and as required for tool cribs and storage of all work under this Contract. Temporary sheds shall be confined to the space assigned by the Contracting Officer. Sheds shall be of approved construction and wood floors, lighting and heat shall be provided in all parts used by workmen. Exterior of sheds shall be painted, all parts maintained in good condition throughout the life of the Contract, and at completion, all parts shall 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”.

1.25 TEMPORARY FIELD OFFICES

A. Also see Section 01 52 13 –“Field Office”.

B. As soon as practicable after award of Contract, and until final completion of the work, Contractor shall provide, maintain and later remove a suitable temporary office(s) for his own use.

C. The Contractor shall provide temporary office space for exclusive use of the government.

D. The Contractor is reminded that smoking in buildings on a Government facility is prohibited. Contractors must provide a smoking area for employees away from the main entrance of a building.

E. All field offices shall be painted on the exterior, maintained in good repair, 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”.

1.26 UTILITY INTERRUPTIONS

A. All utility shutdowns require the prior approval of the Contracting Officer. Request for utility shutdown shall be made in writing at least four (4) weeks prior to the expected date of implementation. As soon as actual shutdown date is known, the Contractor shall notify the Contracting Officer in writing requesting approval at least eight (8) work days prior to requested shutdown.

B. The Contractor’s progress schedule shall include preliminary listing of all proposed shutdown dates.

Every effort shall be made to make all shutdowns as brief as possible, and as limited in extent as possible.

NGBWI 106334 - 9

- 10 NGBWI 106334

1.27 EXCAVATING PERMIT

A. Contractor is required to secure an excavating permit from Base Civil Engineering before proceeding with any exterior on-site excavating or digging. The Base Civil Engineer must have three (3) to four (4) working days notice from the Contractor prior to permit being secured.

B. Contractor is responsible to contact Digger’s Hotline. Call811 or (800) 242-8511, (414) 259-1181.

1.28 WEATHER PROTECTION AND TEMPORARY HEATING

A. The Contractor shall provide and maintain weather protection as may be required to properly protect all parts of the structure from damage during construction.

B. The Contractor shall not use the facility’s permanent heating system during construction and shall deliver to the Government, a new HVAC system in perfect condition, with clean air ducts and filters. Any temporary heating shall be at the expense of the Contractor.

1.29 BLOCKING OFF BASE STREETS

A. At least seven (7) days prior to the blocking of any street, the Contractor shall advise the COR, Base Fire Department and Base Security Police of his intentions, identifying the location and the estimated time of closure. No more than two streets shall be closed at any time, and the two shall be no closer than five blocks from each other.

1.30 ARCHEOLOGICAL, PALEONTOLOGICAL AND ENDANGERED SPECIES FINDS

A. 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 Contracting Officer of any construction activities that might threaten endangered species or their habitats.

1.31 DAMAGES, REPAIRS

A. All damages by the Contractor’s operations shall be repaired, or replaced, at the Contractor’s expense, as directed by the Contracting Officer. Any Government property damaged as a result of the work, materials, or operations of the Contractor shall be restored at no additional expense to the Government.

B. All existing sidewalks, curbs, and pavement disturbed, broken or removed or otherwise damaged by the

Contractor during performance of the work under this contract shall be replaced by the Contractor at his own expense. Replaced sidewalks, curbs, and pavements shall be smooth, shall blend into the existing work, and shall not present depressions or humps.

C. Reference Contract Clause FAR 52.236-9, “Protection of Existing Vegetation, Structures, Equipment, Utilities and Improvements”.

1.32 MAINTENANCE OF TRAFFIC AND SAFETY

A. Where possible, the Contractor and his work shall not interfere with the normal operations of traffic, particularly emergency vehicles and equipment. Contractor is responsible for safety on the Project Site.

B. The Contractor shall use only established haul routes. When materials are transported in prosecution of the work, vehicles shall not 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 shall be provided by the Contractor.

C. With respect to his own operations, and those of all his Subcontractor, the Contractor shall 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 aircraft, fire-rescue equipment, or maintenance vehicles at the Base.

D. The Contractor shall furnish, erect, and maintain weighted barricades, warning signs, and other traffic control devices, as required, to maintain traffic and insure the safety of aircraft and the Contractor’s equipment. The Contractor shall make his own estimate of all labor, materials, equipment, and coincidental necessary for providing the maintenance of aircraft and vehicular traffic.

1.33 SPECIAL CONDITIONS

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

B. The Contractor shall be responsible for the coordination of his work with base communications personnel, who may be working in the area and making them aware of proposed work that may affect the work of their particular trade in process of performance.

1.34 COMMERCIALLYOWNED/OPERATED RADIOACTIVE SOURCES

A. When using radioactive sources for soil compaction tests the operator shall comply with the following requirements. Prior to bringing the radiation generator to the site the Contractor shall provide the Base Radiation Safety Officer (RSO) and the Contracting Officer with the following information/documentation for review and approval:

1. A copy of the Radioactive Source Permit with operational use conditions/restrictions with expiration date or a Certification of Exemption from licensure from the Nuclear Regulatory Commission (NRC) or Agreement State (AS).

2. A current list of trained and qualified employees that will be using the radioactive source.

3. The name of the Permit Radiation Safety Officer (PRSO), emergency contact telephone number, and current address for each source used on site.

4. Operating instruction(s)/technical order(s) for the equipment that contains the radioactive source.

5. Designated storage location of the radioactive source if it remains on site overnight.

6. Proposed marking of the storage location if it exceeds 2mR/hr as measured at the surface of the storage container.

7. A copy of the company Radiation Safety Program.

8. Emergency Response Plan in case of an emergency for a lost or damaged source and/or over exposure incident/injury.

9. Provide the portion of their contract that identifies the location(s) of where the source will be used, for how long, and for what type use.

B. After approval is received for use of the specific radiation generator, the Contractor shall:

1. Meet proper Department of Transportation (DOT) and NRC shipping criteria to include properly filled out shipping manifest(s), container marking/labels, and placards on the vehicle as needed when transporting the source onto and around base. His documents shall also allow him to remove the source from the base also when needed. The source and the activity shall dictate which DOT and NRC regulations and CFR's are applicable.

a. These include, but not limited to 10 CFR parts 19, 20, 21, 30, 33, 34, & 71 for the permit and operation itself; 29 CFR 1910,1096 for occupational safety and health activities when using the instrument; 40 CFR part 190 for environmental protection activities; 49 CFR parts 172 & 173 for transporting the instrument, and if the source is lost or stolen 10 CFR parts 30, 40, 50, 70, 73 & 150.

NGBWI 106334 - 11

- 12 NGBWI 106334

2. Limit authorized use of radioluminesent signs and markers to areas with low occupancy and where electrical power is not available except at prohibitive cost.

C. The Contractor shall not:

1. Buy radioactive materials or accept radioactive materials into the Air National Guard inventory without approval from the COR.

2. Buy or use radium without COR approval.

3. Buy radio luminescent signs and markers solely for energy conservation in general administrative, industrial, and housing applications.

D. The COR reserves the right to inspect work sites and terminate/suspend any operation involving a radioactive source deemed to be unsafe IAW applicable laws, rules and federal regulations.

1.35 ENERGY AND WATER EFFICIENCY AND RENEWABLE ENERGY

A. The Government’s policy is to acquire supplies and services that promote energy and water efficiency, advance the use of renewable energy products, and help foster markets for emerging technologies.

B. The Contractor shall include the provisions of energy-using products for construction, renovation, or maintenance of a public building by acquiring energy-using products designated by the Department of Energy’s Federal Energy Management Program (FEMP).

1.36 WORK BY GOVERNMENT

A. 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.

1.37 REGULATIONS

A. The Contractor, his employees, and his Subcontractor are subject to, and shall 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.

B. The Contractor, his employees, and Subcontractor shall become familiar with and obey the regulations of the installation including fire, traffic, safety and security regulations while on the military installation.

Those driving motor vehicles shall observe and obey all speed limits posted throughout the installation.

Personnel should not enter restricted areas unless required to do so and only upon prior approval. All contractor employees and Subcontractor shall carry proper personal identification with them at all times.

C. Contractor’s equipment shall be conspicuously marked for identification and parked or placed within approved areas only, out of the way of driveways, emergency access roads, and traffic. The contractor shall ensure that all parts of the facility where work is being performed are adequately protected. The contractor shall comply with all security regulations imposed by the base/post commander against vandalism and theft.

1.38 PROJECT IDENTIFICATION AND SIGNS

A. Quality Assurance. Design sign and structure to withstand wind and environmental conditions of locality.

Provide with finish adequate to withstand weathering, fading, chipping, and peeling for duration of construction.

B. Submittals:

1. Shop Drawings and product data as applicable.

2. Show content, layout, lettering, colors, structure, and foundation.

C. Identification Signs. Project Identification:

1. Construct structure and framing of wood or metal, structurally adequate to resist design requirements of locality.

2. Construct sign surface of minimum ¾-inch thickness exterior grade plywood with medium density overlay. Panels shall be of size to minimize joints. Overall size shall be 48 inches by 96 inches.

3. Rough hardware shall be galvanized or aluminum

4. Coating: Paint as specified in SECTION 009900 of colors selected by the Contracting Officer.

5. Information Content:

a. Government agency logos (to be provided at pre-construction meeting).

b. Project number and title.

c. Contractor’s name.

d. Architect-Engineer’s name and logo

e. Contracting Officer’s name and telephone number

f. Project Engineer’s name and telephone number(s)

g. Contracting Officers Representative’s (COR) name and telephone number.

D. Informational Signs.

1. Construction:

a. This includes signs for traffic, construction workers, and general public in regards to directions, warnings, hazards, location of areas, facilities, equipment, and others of a similar nature.

b. Provide signs of design, size, color, and lettering as required by regulatory agencies. Signs shall be painted metal, wood, plastic, or fiberglass and of materials suitable for the conditions in which they are placed.

c. Construct structure and framing of wood or metal, structurally adequate to resist design requirements of the area of Project.

E. Bulletin Board. Bulletin board shall be not less than 36 inches by 48 inches in size, for displaying the

Equal Employment Opportunity Poster, a copy of the wage decision contained in the Contract, Wage Rate Information Poster, and other information approved by the Contracting Officer and as required under FAR 52.222-27 “Affirmative Action Compliance Requirements for Construction”. The bulletin board shall be located as the site of Work in a conspicuous place easily accessible to all employees. Legible copies of the above items shall be displayed until work under the Contract is complete.

F. Safety Sign. The safety sign shall be located in a conspicuous place within view of all employees and visitors. Paint shall be gloss exterior enamel. Lettering shall be as shown on the drawing. The Contractor shall keep the safety sign current by positing the numbers daily.

G. Installation:

1. Project and Contractor Identification Sign:

a. Install in appropriate location so as not to obstruct traffic, pedestrians, or construction operations.

b. Erect on framing or foundation, and rigidly brace.

c. Maintain sign in good repair, in a clean and neat condition through the duration of the project.

d. Remove sign upon completion of Project.

NGBWI 106334 - 13

01 00 00 - 14 NGBWI 106334

2. Other Signs and Bulletin Boards:

a. Install at appropriate locations and in sufficient quantities to assure visibility. Relocate as required by progress of Work.

b. Remove all signs, framing, supports, and foundations upon completion of Project.

1.39 SPECIAL MOUNTING REQUIREMENT FOR ALL OVERHEAD CONSTRUCTION AND

EQUIPMENT

A. At a minimum, all overhead utilities, equipment and other fixtures weighing 14 kilograms (31 pounds) or more must be mounted to resist forces of 0.5 times the equipment’s weight in any direction and must resist a force 1.5 times the equipment weight in the downward direction. These requirements do not preclude more stringent requirements in the remainder of these specifications.

END OF SECTION

Summary of Work 01 11 00

SECTION 01 11 00

SUMMARY OF WORK

1.01 SUMMARY

A. Section Includes:

1. Work Included in…