Appendix_B_-_PB1_Building–Conformed_Set_REV0016_part4.pdf

BMS REX Reader Electric Strike Electric Latch (Active Leaf) ADA Button Intercom

100 2 2 1 1 2 1 101A 1 1 1 1

2 1 1

(Inactive Leaf)

2 1 1

(Inactive Leaf)

104A 1 1 1 1 109 2 2 1 1 109A 1 1 1 1 P101 2 2 1 1 P102 1 P103 2 2 1 1 P104 2 2 1 1 P105 2 2 1 1 P106 1 P107 2 2 1 1 P108 1 1 1 1 P109 2 2 1 1 P110 2 2 1 1 P111 2 P112 2 2 1 1 P113 1 P114 2 2 1 1 200 2 2 1 1 201 1 1 1 1 202A 1 210 1 1 1 1 210A 1 1 1 1 212 1 1 1 1 P202 1 P203 1 301 2

EQUIPMENT QUANTITIES

SECURITY DOOR SCHEDULE

DOOR

NUMBER

CHICAGO DISTRICT

LEADERS IN CUSTOMER CARE

CHICAGO SANITARY AND SHIP CANAL (CSSC)

PERMANENT DISPERSAL BARRIER 1,

PROJECT B - BUILDING

CONSTRUCTION SPECIFICATIONS

As-Awarded Certified Final thru Mod 16 W912P6-14-C-0022 June 28, 2017

CSSC Dispersal Barrier 1, Project B - Building W912P6-14-C-0022

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 GENERAL PROVISIONS

01 22 00 MEASUREMENT AND PAYMENT

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 QUALITY CONTROL

01 45 00.10 QUALITY CONTROL SYSTEM (QCS)

01 52 02 TEMPORARY CONSTRUCTION FACILITIES

01 56 26.03 TEMPORARY CHAIN-LINK FENCE AND GATE

01 57 20.01 ENVIRONMENTAL PROTECTION FOR ILLINOIS

01 58 00 PROJECT SIGN AND SAFETY SIGN

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 31 00.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 45 33 PRECAST PRESTRESSED STRUCTURAL CONCRETE

DIVISION 04 - MASONRY

04 20 00 MASONRY

04 21 13.13 NONBEARING MASONRY VENEER/STEEL STUD WALLS

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 73 01 FIBERGLASS REINFORCED PLASTIC (FRP) GRATING

06 82 14 FIBERGLASS REINFORCED PLASTIC (FRP) PIPE AND TUBE RAILINGS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 54 19 POLYVINYL-CHLORIDE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 33 23 OVERHEAD COILING DOORS

PROJECT TABLE OF CONTENTS Page 1

MOD 0016 - 06/28/17

08 56 53 BLAST RESISTANT TEMPERED GLASS WINDOWS

08 71 00 DOOR HARDWARE

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 06 90 COLOR SCHEDULE

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 67 23.13 STANDARD RESINOUS FLOORING

09 69 13 RIGID GRID ACCESS FLOORING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 21 - FIRE SUPPRESSION

21 22 00 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00 COMMISSIONING OF HVAC SYSTEMS

23 23 00 REFRIGERANT PIPING

23 31 13 METAL DUCTS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

23 81 23.00 20 COMPUTER ROOM AIR CONDITIONING UNITS

23 81 47 WATER-LOOP AND GROUND-LOOP HEAT PUMP SYSTEMS

23 82 02 UNITARY HEATING AND COOLING EQUIPMENT

23 82 46 ELECTRIC UNIT HEATERS

DIVISION 26 - ELECTRICAL

26 08 00 APPARATUS INSPECTION AND TESTING

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 SWITCHBOARDS AND SWITCHGEAR

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 32 33.00 10 UNINTERRUPTIBLE POWER SUPPLY (UPS) SYSTEM ABOVE 15 KVA

CAPACITY

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 14.00 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

PROJECT TABLE OF CONTENTS Page 2

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 64.00 10 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 60 00 FOUNDATION PREPARATION

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

DIVISION 33 - UTILITIES

33 20 00 WATER WELLS

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 43 - PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND STORAGE

EQUIPMENT

43 15 00 AIR COMPRESSOR

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00

GENERAL PROVISIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 CERTIFICATES OF COMPLIANCE

1.3 RESPONSIBLITY OF THE CONTRACTOR

1.4 SUBMITTALS

1.5 REAL ESTATE

1.6 CONSTRUCTION PROGRESS PHOTOGRAPHS

1.6.1 Photographic Documentation

1.6.1.1 Digital Photographic Media

1.6.1.2 Photograph Prints

1.6.2 Construction Complete Photographs

1.6.3 Payment and Acceptance

1.7 QUANTITY SURVEYS

1.8 INSPECTION

1.9 CONDITION OF EXISTING STRUCTURES

1.10 PRESERVATION OF HISTORICAL, ARCHAEOLOGICAL AND CULTURAL RESOURCES

1.11 MINIMUM AMOUNT OF INSURANCE REQUIRED

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.13 PERMITS AND RESPONSIBILITIES

1.14 COORDINATION WITH OTHERS

1.15 SPECIAL SAFETY REQUIREMENTS

1.16 ONE CALL SYSTEMS FOR EXCAVATORS

1.17 ELECTRICAL POWER LINES

1.18 BORROW/DISPOSAL SITES AND QUARRIES

1.19 TAX EXEMPTION

1.20 REAL PROPERTY ASSETS

1.21 PRECONSTRUCTION CONFERENCE

1.22 PROGRESS MEETINGS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 10 00 - Page 1

SECTION 01 10 00

GENERAL PROVISIONS

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008; Errata 1-2010; Changes 1-3 2010;

Changes 4-6 2011; Change 7 2012) Safety and Health Requirements Manual

1.2 CERTIFICATES OF COMPLIANCE

Any certificates required for demonstrating proof of compliance of materials with specification requirements must be executed in two copies.

Each certificate must be signed by an official authorized to certify on behalf of the manufacturing company and must contain the name and address of the Contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates must contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies. Certification shall not be construed as relieving the Contractor from furnishing satisfactory material, if, after tests are performed on selected samples, the material is found not to meet specific requirements.

1.3 RESPONSIBLITY OF THE CONTRACTOR

a. The Contractor shall be responsible for the professional quality, technical accuracy and the coordination of all designs, drawings and specifications furnished by the Contractor under this contract. The Contractor shall, without additional compensation, correct or revise designs, drawings and specifications.

b. Neither the Government's review, approval or acceptance of, nor payment for, any of the services required under this contract shall be construed to operate as a waiver of any rights under this contract or of any cause or action arising out of the performance of this contract, and the Contractor shall be and remain liable to the Government in accordance with applicable law for all damages to the Government caused by the Contractor's negligence in connection with designs, drawings and specifications, furnished under this contract.

c. The rights and remedies of the Government provided for under the contract are in addition to any other rights and remedies provided by law.

SECTION 01 10 00 - Page 2

1.4 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following must be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Condition of Existing Structures

Coordination with Others; G, CN

Drug Free Workplace

Refer to FAR CLAUSE entitled DRUG FREE WORKPLACE in Section 00700.

SD-06 Test Reports

Construction Progress Photographs; G, CN

Original Quantity Survey

Final Quantity Survey

Progress Payment Quantity Surveys

SD-11 Closeout Submittals

Construction Complete Photographs; G, CN

1.5 REAL ESTATE

All required right-of-way to do the work is available to the Contractor, and is included on the contract drawings. In the event the Contractor requires any additional access roads and storage areas, obtain such areas at his own expense. Furnish to the Contracting Officer copies of all legal documents or leases permitting his use of private or other properties other than included in the contract.

1.6 CONSTRUCTION PROGRESS PHOTOGRAPHS

Provide photographs documenting the work progress during construction.

Monthly photography must be performed between the first and fifth of each month during construction.

Submit photographs to the Contracting Officer no later than the 10th of each month the photographs are taken.

1.6.1 Photographic Documentation

Provide a minimum of six views from varying positions to document the monthly work accomplished. Additional views and positions may be required by the Contracting Officer to document the monthly work progress. Any additional photographs required must be done at no additional cost to the Government.

SECTION 01 10 00 - Page 3

1.6.1.1 Digital Photographic Media

Photographs must be a minimum of four megapixels in JPEG format and submitted on CD-ROM or DVD. Submit two (2) copies of all disks. All disks must be labled accordingly:

1. Contract Title

2. Contract Number

3. Photography Date

1.6.1.2 Photograph Prints

Each photograph must be printed in color, on 8.5" x 11.0" professional digital photography paper with matte finish. Provide one (1) copy of each photograph print. Each photograph print must be in individual protective covers, acceptable to the Contracting Officer's Representative and placed in 3-ring binder(s). The date and time must be imprinted on each photograph. Provide a written narrative that describes each photograph and the direction of the camera. The written narrative for each photograph must correspond to the photograph's digital file name as provided on the CD-ROM or DVD. Sumbit and label the photograph prints accordingly:

1. Contract Title

2. Contract Number

3. Photography Date and time

4. Brief Description, including location

5. Corresponding Digital File Name

1.6.2 Construction Complete Photographs

Pursuant to the final inspection by the Contracting Officer, submit photographs documenting the final conditions at the completion of the contract.

Submit photographs in the same quantity, media and labeling as the construciton progress photographs.

Submit construction complete photographs within ten days after final inspection by the Contracting Officer.

1.6.3 Payment and Acceptance

No separate payment will be made for providing approved progress and completion photographs required under this contract. All costs in connection therewith shall be considered a subsidiary obligation of the Contractor.

The progress photographs and the final conditions photographs will be jointly reviewed for accuracy and completeness by the COR and the Contractor prior to submission of each monthly pay estimate. If the Contractor fails to maintain the progress photographs as specified, the COR must deduct from the monthly progress payment an amount representing the estimated cost of the progress photographs.

1.7 QUANTITY SURVEYS

a. Quantity surveys must be conducted and the data derived from these surveys must be used in computing the quantities of work performed and the actual construction completed and in place.

SECTION 01 10 00 - Page 4

b. Conduct original quantity survey, final quantity survey and progress payment quantity surveys. Original and final surveys must be done by an independent, registered land surveyor. All these surveys must be witnessed by a representative of the Contracting Officer, unless the Contracting Officer waives this requirement in a specific instance. Prior to any scheduled survey, the COR/Area Engineering Office must be given 48-hour notice. The Contractor's independent surveyor must make such computations as are necessary to determine the quantities of work performed or finally in place. Make the computations based on the surveys for any periods for which progress payments are requested.

c. Promptly upon completing a survey, furnish the originals of all field notes and all other records relating to the survey or to the layout of the work to the Contracting Officer, who must use them as necessary to determine the amount of progress payments. Retain copies of all such material furnished to the Contracting Officer.

1.8 INSPECTION

The presence or absence of a QA representative shall not relieve the Contractor of responsibility for the proper execution of work in accordance with the plans and specifications.

1.9 CONDITION OF EXISTING STRUCTURES

Prior to commencement of operations by the Contractor at the site, a detailed survey will be made of all existing structures that may be affected by the Contractor's operations. The survey will be conducted in coordination with local interests, Contractor, Corps of Engineers Representative, and private parties concerned and will be sufficient in scope to provide advance agreement among all concerned as to the condition of the existing structures. Participate in pre-construction surveys of existing structures as deemed necessary to permit determination and accurate assessment of any subsequent damage to existing structures that may be incurred during the period of the contract.

1.10 PRESERVATION OF HISTORICAL, ARCHAEOLOGICAL AND CULTURAL RESOURCES

If, during construction activities, the Contractor observes items that might have historical or archaeological value, such observations must be reported immediately to the Contracting Officer's Representative (COR) so that the appropriate authorities may be notified and a determination can be made as to their significance and what, if any, special disposition of the finds should be made. Cease all activities that may result in the destruction of these resources and prevent employees from trespassing on, removing, or otherwise damaging such resources.

1.11 MINIMUM AMOUNT OF INSURANCE REQUIRED

In accordance with FAR CLAUSE entitled INSURANCE - WORK IN A GOVERNMENT INSTALLATION, the following minimum insurance coverages and limits are required. The term "Installation" referred to in this clause is deemed to mean Corps of Engineers project site or Federal property.

a. Evidence of the following minimum insurance coverages and limits, with concurrent policy expiration dates, must be received by the Department of the Army, Corps of Engineers before the Contractor can begin work. This evidence must be on a fully-completed, signed and

SECTION 01 10 00 - Page 5 dated ACORD Certificate of Insurance. In addition, policy endorsements must be issued by or in behalf of the insuring company or companies naming the Department of the Army, Corps of Engineers, Metropolitan Water Reclamation District of Greater Chicago, its commissioners, officers, agents, and employees; and the Burlington Northern & Santa Fe Railroad Company of Romeoville, IL as Additional Interest Insured regarding the work. The endorsements must also provide that the Department of the Army, Corps of Engineers receive direct written notice at least thirty (30) calendar days before the effective date of any material changes to, any cancellation of, or any non-renewal of these coverages during the time period of the Contractor's work. These endorsements must also be received by the Department of the Army, Corps of Engineers before the Contractor can begin work.

b. Should the coverages expire or be terminated during the time period of the Contractor's work, the Department of the Army, Corps of Engineers must receive an ACORD Certificate of Insurance as evidence of renewal or replacement insurance coverage and the supporting policy endorsements as specified above. The required evidence of renewal replacement insurance must be received by either the Contracting Officer or Contracting Officer's Representative at least ten (10) calendar days before the coverage expires or is being terminated.

c. All insuring companies must be rated A- or Excellent or better, by A.M. Best Company, an independent insurance rating service. The ACORD Certificate must list the A.M. Best Company insurance company code of listed insurance companies being offered.

Comprehensive General Liability (Occurrence policy form only) General Aggregate $10,000,000 Products/Completed Operations $10,000,000 Each Occurrence $10,000,000 Fire Damage Legal Liability $ 50,000

Comprehensive Automobile Liability (Including Hired Automobile Liability and Non-Owned Automobile Liability) Combined Single Limit $5,000,000

Employers' Liability Each Occurrence $5,000,000 Policy Limit $5,000,000 Each Employee $5,000,000

Workers Compensation $5,000,000

Umbrella Liability (Occurrence policy form only) Each Occurrence and Aggregate $5,000,000

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This clause specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the CONTRACT CLAUSE entitled "DEFAULT (FIXED PRICE CONSTRUCTION)." In order for the Contracting Officer to award a time extension under this clause, the weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather

SECTION 01 10 00 - Page 6 anticipated for the project location during any given month.

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON A FIVE (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

22 20 21 7 4 3 3 5 3 5 7 16

Upon acknowledgement of Notice to Proceed (NTP) and continuing throughout the contract, record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled workday.

The number of actual adverse weather delay days must include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delays exceeds the number of days anticipated in paragraph 2, above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the contract clause entitled "Default (Fixed Price Construction)".

1.13 PERMITS AND RESPONSIBILITIES

Obtain all permits/licenses required for this project as required under CONTRACT CLAUSES paragraph entitled "PERMITS AND RESPONSIBILITIES".

1.14 COORDINATION WITH OTHERS

Schedule and coordinate operations affecting other Contractors, Government hired labor forces, utilities, and/or property within the work limits.

Schedule with lead time sufficient for coordination of all involved parties as necessary for timely completion of each contract feature. As evidence of this compliance with this General Provision, furnish the Contracting Officer's Representative (COR) with a copy of each coordinated schedule prior to commencing operations affecting such other Contractors, utilities, and/or property.

1.15 SPECIAL SAFETY REQUIREMENTS

Comply with all applicable Federal, state and local safety requirements including, but not limited to, those provided in EM 385-1-1.

1.16 ONE CALL SYSTEMS FOR EXCAVATORS

One call systems, established by law, are operated by owners of underground facilities for excavators. Upon notification by an excavator through a one call system, all participating operators of underground facilities in a covered area will identify and locate their facilities. One call systems will be identified by contacting the following:

SECTION 01 10 00 - Page 7

ILLINOIS

JULIE UTILITIES PROTECTION SERVICES

1-800-892-0123

1.17 ELECTRICAL POWER LINES

Study the construction plans and site and know in detail all locations of power lines within the rights of way. Prior to performing any construction operation adjacent to power lines, appropriate danger signs must be provided where any equipment scheduled for use on the site is capable of contacting such lines. Confirm the location of underground lines, contact the appropriate council listed in paragraph ONE CALL SYSTEMS FOR EXCAVATORS. Aerial power lines must either be shut off and a positive means taken to prevent the lines from being energized, or clearances required by EM 385-1-1, Safety and Health Requirements Manual, must be maintained. Work must not proceed into dangerous areas without an additional workman being assigned the crew to watch the movements of other personnel and equipment to assure that designated clearances are maintained.

1.18 BORROW/DISPOSAL SITES AND QUARRIES

This paragraph, Borrow/Disposal Sites and Quarries, applies only to the ability of the Contractor to utilize a particular borrow/disposal site or quarry, and does not address the use of materials from that site or quarry. Nothing in this paragraph, Borrow/Disposal, shall relieve the Contractor of complying with the specific testing requirements for material taken from any borrow/disposal sites or quarries as set forth in the technical provisions of this Contract.

a. Definitions. For purposes of this general provision, the following definitions apply:

(1) Government-Suggested borrow/disposal site or quarry means a site or quarry suggested by the Government for use by the Contractor concerning which all applicable Federal, state and local environmental statutory and regulatory requirements may or may not have been satisfied.

(2) Commercial/existing borrow/disposal site or quarry means a site or quarry which is either in the business of providing borrow material or has been used as a disposal site for other purposes and is available for use; and concerning which all applicable Federal, state and local environmental statutory and regulatory requirements have been satisfied.

(3) Contractor-chosen borrow/disposal site or quarry means a site or quarry chosen by the Contractor for use concerning which none or not all of the applicable Federal, state and local environmental statutory and regulatory requirements have been satisfied.

b. If a borrow/disposal site or quarry is identified in the contract specifications as Government-Suggested, it is the responsibility of the Contractor to ascertain whether or not all Federal, state and local environmental statutory and regulatory requirements have been satisfied. If any of such requirements have not been satisfied, the Contractor is required to follow the procedures set forth in paragraph d(4) below. Use of such a site or quarry must be approved by the

SECTION 01 10 00 - Page 8

Contracting Officer.

c. If the Contractor chooses a commercial/existing borrow/disposal site or quarry, the Contractor is not required to ensure that all applicable Federal, state and local environmental statutory and regulatory requirements have been satisfied, but is required to provide to the Government either, as a minimum, a letter from the owner/operator of the commercial/existing borrow/disposal site or quarry certifying that all environmental and operating permits have been acquired, or actual copies of all such environmental and operating permits. Use of such a site or quarry must be approved by the Contracting Officer. Adhere to all rules, regulations and business practices required by the owner/operator.

d. If a Contractor decides to use a Contractor-chosen borrow/disposal site or quarry, it is the Contractor's responsibility to ensure that all applicable Federal, state and local environmental statutory and regulatory requirements have been satisfied. Use of such a site or quarry must be approved by the Contracting Officer, and such approval shall not be granted unless all applicable requirements have been met and such use of the site does not pose significant environmental impacts.

(1) The specific requirements which must be met by the Contractor before a Contractor-chosen (or, when applicable, a Government-recommended) site or quarry must be approved by the COR include, at a minimum, but are not necessarily limited to, compliance with the following environmental laws, regulations and executive orders:

Federal Laws, Regulations, and Executive Orders Name Agency Section 404, U.S. Army Corps of Engineers, Clean Water Act Detroit District (IN/WI) (Permit) Chicago District (IL)

Section 10, River U.S. Army Corps of Engineers and Harbor Act of 1899 (Permit)

Emission U.S. Environmental Protection Limitations, Agency Clean Air Act

Section 9, U.S. Fish and Wildlife Service, Endangered Species Barrington Office (IL) Act of 1973 Bloomington Office (IN) Green Bay Office (WI)

Section 703, U.S. Fish and Wildlife Service Migratory Bird Treaty Act of 1918

Section 106, Illinois Historic Preservation National Historic Agency (IL) Preservation Act of 1966

Flood Plain U.S. Army Corps of Management, Engineers, Chicago District

SECTION 01 10 00 - Page 9

Executive Order 11988

Surface Mining Bureau of Mines Control and Reclamation Act of 1977

Resource U.S. Environmental Protection Conservation and Agency Recovery Act of 1976

Toxic Substance U.S. Environmental Protection Control Act Agency

Illinois State Statutes

Construction Illinois Department of Transportation, Within a Floodway Division of Water (Permit) Resources

Illinois Illinois Department of Endangered Species Conservation

Section 401, Illinois Environmental Protection Clean Water Act Agency, Division of Water (Permit) Pollution Control

Section 402, Illinois Environmental Protection Clean Water Act Agency, Division of Water (NPDES Permit) Pollution Control

State Agency Illinois Historic Historic Resources Preservation Agency Protection Act

Human Grave Illinois Historic Preservation Protection Act Preservation Agency

It is the Contractor's responsibility to ensure that all applicable Federal, state and local environmental statutory and regulatory requirements are satisfied, regardless of their presence on, or absence from, the above list.

(2) It is the responsibility of the Government to ensure that the requirements of the National Environmental Policy Act (NEPA) have been complied with. If the Contractor decides to use a site or quarry which has not previously undergone an environmental review under NEPA (either Government-recommended or Contractor-chosen), notify the Contracting Officer, who shall arrange for such an environmental review. This review and compliance process may include inter-agency coordination and the preparation and circulation for public review of environmental documentation. It is the responsibility of the Contractor to allow sufficient time in the construction schedule to accommodate this review and compliance process, and to provide the Contracting Officer with any and all information that the Contracting Officer deems necessary to facilitate the process. The review and compliance process requires a minimum time frame of ninety (90) calendar days, but could take substantially longer, possibly up to one year or, in unusual circumstances, even longer than one year, to

SECTION 01 10 00 - Page 10 complete. Any construction delays caused by the need to conduct an environmental review under NEPA shall be solely the responsibility of the Contractor, at no additional cost to the Government.

(3) It is also the responsibility of the Government to perform Section 7 consultation under the Endangered Species Act, to coordinate with the U.S. Fish and Wildlife Service and appropriate state wildlife agencies under the Fish and Wildlife Coordination Act, and to perform a Farmland Conversion Impact Rating under the Farmland Protection Policy Act for all Government-Suggested or Contractor-Chosen sites. This must be accomplished concurrently with the NEPA environmental review process. It is the responsibility of the Contractor to allow sufficient time in the construction schedule to accommodate these consultation and coordination requirements as well as the NEPA review process, and to provide the Contracting Officer with any and all information that the Contracting Officer deems necessary to facilitate the completion of these consultation and coordination requirements.

(4) The Government cannot guarantee that any Government-Suggested or Contractor-chosen site is capable of complying with all applicable Federal, state and local environmental statutory and regulatory requirements and may reject any such site proposed for use by the Contractor for environmental reasons. If the Contracting Officer does not approve the use of a Government-recommended or Contractor-chosen borrow/disposal site or quarry because not all applicable Federal, state or local environmental statutory and regulatory requirements have been satisfied, or because the Government determines that such site or quarry could not be used for environmental reasons as a result of the environmental review under NEPA, it is the Contractor's responsibility to locate an alternate site or quarry and to perform all necessary reviews to obtain approval of the use of such alternative site or quarry. Any construction delays caused by the need to locate an alternate site or quarry, shall be solely the responsibility of the Contractor, at no additional cost to the Government.

(5) Nothing in this clause shall relieve the Contractor from the responsibility of obtaining all non-environmental permits and licenses which may be required under Federal, state or local statutes, regulations and ordinances.

1.19 TAX EXEMPTION

Pursuant to the rulings of the Illinois Department of Revenue, materials which are to be physically incorporated into real estate owned by the Government are exempt from Illinois Retailers' Occupational Tax and Use Tax. However, sales of tools, fuel, lumber for forms and other end use or consumption items which are not physically incorporated into real estate are taxable sales. After contract award, the Contractor may request the Government Sales Tax Exemption Number, which must be used when purchasing tax exempt material. Nothing herein shall be construed to affect the provisions contained in Section 00700, Contract Clause entitled FEDERAL, STATE, AND LOCAL TAXES.

SECTION 01 10 00 - Page 11

1.20 REAL PROPERTY ASSETS

The Government will provide the Draft DD Form 1354, Transfer and Acceptance of Military Real Property filled in with the appropriate Real Property Unique Identifiers (RPUID) and related construction Category Codes to summarize the designed real property assets that apply to this contract.

The Contractor shall meet with the Contracting Officer and the Real Property Accounting Officer during the Pre Construction Meeting and the Project Closeout Meetings to modify and include any necessary changes to the DD Form 1354. The Contractor must provide the Interim DD Form 1354 that uses the appropriate division of the RPUIDs/ Category Codes to represent the final constructed facility and include all associated cost.

Coordinate the Contractor's Price and Payment structure with the structure of the RPUIDs/ Category Codes.

Divide detailed asset breakdown into the RPUIDs and related construction Category Codes and populate associated costs which represent all aspects of the work. Where assets diverge into multiple RPUID/ Category Codes, divide the asset and provide the proportion of the assets in each RPUID/ Category Code. Assets and related RPUID/ Category Codes may be modified by the Contracting Officer as necessary during course of the work. Coordinate identification and proportion of these assets with the Government Real Property Accounting Officer.

Cost data accumulated are required in the preparation of DD Form 1354.

1.21 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.

1.22 PROGRESS MEETINGS

A progress meeting will be held weekly. The day for conducting meetings will be mutually agreed to between the Contractor, the Government and the Local Sponsors (DOE and CPD) within 10 calendar days after receipt of the notice to proceed. Unless the Contracting Officer's Representative (COR) specifically indicates in writing otherwise, prepare meeting agendas and meeting minutes for each meeting.

Progress meeting will consist of a written agenda of topics and issues to be discussed during the meeting and followed up with draft meeting minutes prepared by the Contractor. The draft meeting minutes will be emailed out to all attendees one day after the meeting for review and approval. The review and approval process will allow for mutual acceptance of the draft minutes as written, or editing to add, delete, and/or correct items that were covered in the weekly meeting. The edited draft meeting minutes will be published and handed out by the Contractor at each following week's progress meeting. If all attendees agree the minutes have been properly edited; then those minutes become the official final minutes of the previous week's progress meeting. All attendees will be required to sign an attendance sheet that will become an attachment to the official final meeting minutes.

SECTION 01 10 00 - Page 12

The progress meeting agendas will at a minimum contain the following items (Italic wording represents example input per item):

1. Contract Schedule and S-curve status

a. Dollar driven schedule how much will the Contractor need in the next three months

b. Status of the contract and funds

2. Weather days for the last two weeks

3. Go over Punch/Discrepancy list Items

a. Not in contract compliance

b. Methods of correction

c. Where does it fit in the schedule?

d. Is it holding up a critical path item?

e. Is it a critical path item?

4. Status of stored materials

a. When to fund stored materials and when to subtract materials from the stored state

b. Where is the item on the scheduled?

5. Work performed since last progress meeting

a. Last week did we do what we said we were going to do?

b. Is there some slippage according to schedule?

6. Two week look ahead.

7. Submittal register open / closed items.

a. Status of needed submittals

b. Missing/overdue

8. Visit any open items from previous week's agenda.

9. Pay estimate

a. Questions

b. Concerns

c. Progress

10. Status of safety plan and accident prevention

11. Review of the QCS program

a. Questions

b. Problems

c. Observations

d. Review Reports (Contractor Action Items, Submittals in Review, Submittals due in 30 days, etc)

12. Status and review of testing

a. Concrete

b. Soil

c. Asphalt

13. RFI's / RFC's

a. New

b. Unanswered

14. RFP's

a. New

b. Unanswered

15. Differing Site Conditions

16. Security issues

a. Status of coordination with the Others/Local Sponsor, Any Item

17. Other

During the first progress meeting the agenda format will be reviewed and agreed to by all parties in attendance.

Prior to the first progress meeting the Contractor and the Government will agree on a method for conducting the meeting. This method will consist of one of the following alternatives:

SECTION 01 10 00 - Page 13

a. Government conducts the progress meeting

b. Contractor conducts the progress meeting.

Prepare the updated agenda for the meeting prior to the scheduled day, and any information in dispute will be addressed at the meeting.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

SECTION 01 10 00 - Page 14

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 LUMP SUM PRICE PAYMENT ITEMS

1.1.1 Mobilization (Bid Item 0001)

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.1.2 Demobilization (Bid Item 0002)

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.3 Temporary Construction Facilities (Bid Item 0003)

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.1.4 Building Foundation and Site improvements (Bid Item 0004)

1.1.4.1 Payment

1.1.4.2 Unit of Measure

1.1.5 Building (Bid Item 0005)

1.1.5.1 Payment

1.1.5.2 Unit of Measure

1.1.6 Interior Electric Installation and Coordination (Bid Item 0006)

1.1.6.1 Payment

1.1.6.2 Unit of Measure

1.1.7 HVAC and Mechanical Installation and Coordination (Bid Item

0007)

1.1.7.1 Payment

1.1.7.2 Unit of Measure

1.1.8 Security and Telecommunications Coordination (Bid Item 0008)

1.1.8.1 Payment

1.1.8.2 Unit of Measure

1.1.9 Fence Removal and Installation (Bid Item 0009)

1.1.9.1 Payment

1.1.9.2 Unit of Measure

1.1.10 Performance and Payment Bonds (Bid Item 0010, 0011AE and 0013)

1.1.11 Unit of Measure

1.1.12 High Voltage Electrical Duct Bank with 4 - 5" Conduits (Bid

Item 0011AA)

1.1.12.1 Payment

1.1.12.2 Unit of Measure

1.1.13 High Voltage Electrical Duct Bank with 2 - 5" Conduits (Bid

Item 0011AB)

1.1.13.1 Payment

1.1.13.2 Unit of Measure

1.1.14 Double Entrance - Straight Type Precast Manhole (Bid Item

0011AC)

1.1.14.1 Payment

1.1.14.2 Unit of Measure

1.1.15 Double Entrance - T Type Precast Manhole (Bid Item 0011AD)

SECTION 01 22 00 - Page 1

1.1.15.1 Payment

1.1.15.2 Unit of Measure

1.1.16 Northern Area Site Preparation (Bid Item 0012AA)

1.1.16.1 Payment

1.1.16.2 Unit of Measure

1.1.17 Northern Area Walkway Duct Bank (Bid Item 0012AB)

1.1.17.1 Payment

1.1.17.2 Unit of Measure

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 22 00 - Page 2

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 LUMP SUM PRICE PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum price or unit price payment item, shall be included in the listed item most closely associated with the work involved. The lump sum price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.1 Mobilization (Bid Item 0001)

1.1.1.1 Payment

The Government will pay all costs for the mobilization of all of the Contractor's plant and equipment at the contract lump sum price for Item 0001 of the Bidding Schedule. Costs associated with daily mobilization shall not be included in this cost. Daily mobilization shall be included in the unit prices of materials being installed.

1.1.1.2 Unit of Measure

Unit of measure: Job

1.1.2 Demobilization (Bid Item 0002)

1.1.2.1 Payment

The Government will pay all costs for the demobilization of all of the Contractor's plant and equipment at the contract lump sum price for Item 0001 of the Bidding Schedule. Costs associated with daily demobilization shall not be included in this cost. Daily demobilization shall be included in the unit prices of materials being installed.

1.1.2.2 Unit of Measure

Unit of measure: Job

1.1.3 Temporary Construction Facilities (Bid Item 0003)

1.1.3.1 Payment

Full compensation for all labor, equipment and materials for the staging and storage area, project signs, safety signs and warning signs, and other

SECTION 01 22 00 - Page 3 incidental items as described in SECTION 01 52 02 TEMPORARY CONSTRUCTION FACILITIES and SECTION 01 58 00 PROJECT SIGN AND SAFETY SIGN shall be included at the contract lump sum price for this bid item of the Bidding Schedule. Payments will be made monthly throughout the project as a pro-rated portion of the Lump Sum bid amount.

1.1.3.2 Unit of Measure

Unit of measure: Job

1.1.4 Building Foundation and Site improvements (Bid Item 0004)

1.1.4.1 Payment

Payment will be made for costs associated with all material, construction, fabrication, delivery, installation, testing procedures, and disposal associated with the construction and installation of the building per the drawings and specification. This includes all areas exterior to the building to prepare for the foundation slab, foundation concrete and reinforcement, conduit, duct banks, parking lotand driveway, walkway duct bank, etc. This also includes all work associated with water well development, pump installation, and connection to the building.

1.1.4.2 Unit of Measure

Unit of measure: Job

1.1.5 Building (Bid Item 0005)

1.1.5.1 Payment

Payment will be made for costs associated with all material, construction, fabrication, delivery, installation, testing procedures, and disposal associated with the construction and installation of the building per the drawings and specification. This includes all areas of the building including, but not limited to the concrete structure, structural steel, all all finishes, fire protection, interior and exterior features not broken out in the bid schedule, etc.

1.1.5.2 Unit of Measure

Unit of measure: Job

1.1.6 Interior Electric Installation and Coordination (Bid Item 0006)

1.1.6.1 Payment

Payment will be made for costs associated with all material, construction, fabrication, delivery, installation, testing procedures, and disposal associated with the installation of the building electric per the drawings and specification. This includes all areas of the building electric including, but not limited to lighting, power distribution, grounding, lighting protection, conduit and all other building electric.

1.1.6.2 Unit of Measure

Unit of measure: Job

SECTION 01 22 00 - Page 4

1.1.7 HVAC and Mechanical Installation and Coordination (Bid Item 0007)

1.1.7.1 Payment

Payment will be made for costs associated with all material, construction, fabrication, delivery, installation, testing procedures, and disposal associated with the installation of the building HVAC and Mechincal per the drawings and specification. This includes all areas of the building HVAC and Mechanical including, but not limited to heating and cooling equipment, chillers, controls, etc.

1.1.7.2 Unit of Measure

Unit of measure: Job

1.1.8 Security and Telecommunications Coordination (Bid Item 0008)

1.1.8.1 Payment

Payment will be made for costs associated with the coordination of the security and telecommunications installed by other..

1.1.8.2 Unit of Measure

Unit of measure: Job

1.1.9 Fence Removal and Installation (Bid Item 0009)

1.1.9.1 Payment

Payment at the contract lump sum price for reinstallation of fencing with gates as identified on the drawings. Payment constitutes full compensation for all materials and labor associated with site preparation, excavating, backfilling, relocation and other incidental items necessary to complete the work.

1.1.9.2 Unit of Measure

Unit of measure: Job

1.1.10 Performance and Payment Bonds (Bid Item 0010, 0011AE and 0013)

Payment will be made for the performance and payment bonds that are required as part of this contract. The Government will pay the actual cost of the bonds or the Contractor's bid price, whichever is less.

1.1.11 Unit of Measure

Unit of measure: Lot

1.1.12 High Voltage Electrical Duct Bank with 4 - 5" Conduits (Bid Item

0011AA)

1.1.12.1 Payment

Payment will be made for costs associated with the construction and installation of the electrical duct bank per the drawings and specifications. Payment constitutes full compensation for all excavations, concrete placement, reinforcement, conduit, labor, materials, equipment, SECTION 01 22 00 - Page 5 tools and incidentals necessary to complete the work. Payment shall also include cost associated with the coordination with the local utility company.

1.1.12.2 Unit of Measure

Unit of measure: Job

1.1.13 High Voltage Electrical Duct Bank with 2 - 5" Conduits (Bid Item

0011AB)

1.1.13.1 Payment

Payment will be made for costs associated with the construction and installation of the electrical duct bank per the drawings and specifications. Payment constitutes full compensation for all excavations, concrete placement, reinforcement, conduit, labor, materials, equipment, tools and incidentals necessary to complete the work. Payment shall also include cost associated with the coordination with the local utility company.

1.1.13.2 Unit of Measure

Unit of measure: Job

1.1.14 Double Entrance - Straight Type Precast Manhole (Bid Item 0011AC)

1.1.14.1 Payment

Payment will be made for costs associated with the construction and installation of the manholes per the drawings and specifications. Payment constitutes full compensation for all excavations, concrete placement, reinforcement, conduit, manhole structures and lids, labor, materials, equipment, tools and incidentals necessary to complete the work. Payment shall also include cost associated with the coordination with the local utility company.

1.1.14.2 Unit of Measure

Unit of measure: Job

1.1.15 Double Entrance - T Type Precast Manhole (Bid Item 0011AD)

1.1.15.1 Payment

Payment will be made for costs associated with the construction and installation of the manholes per the drawings and specifications. Payment constitutes full compensation for all excavations, concrete placement, reinforcement, conduit, manhole structures and lids, labor, materials, equipment, tools and incidentals necessary to complete the work. Payment shall also include cost associated with the coordination with the local utility company.

1.1.15.2 Unit of Measure

Unit of measure: Job

SECTION 01 22 00 - Page 6

1.1.16 Northern Area Site Preparation (Bid Item 0012AA)

1.1.16.1 Payment

Payment constitutes full compensation for all materials, equipment, tools, disposal and incidentals necessary to complete the work per the drawings and specifications. The northern area site boundary is from the south end of the Demonstration Barrier to the northern most work limits, as specified on the drawings.

1.1.16.2 Unit of Measure

Unit of measure: Job

1.1.17 Northern Area Walkway Duct Bank (Bid Item 0012AB)

1.1.17.1 Payment

Payment will be made for costs associated with all material, construction, fabrication, delivery, installation, testing procedures, and disposal associated with the construction and installation of the walkways per the drawings and specification. The northern area site boundary is from the south end of the Demonstration Barrier to the northern most work limits, as specified on the drawings.

1.1.17.2 Unit of Measure

Unit of measure: Job

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

SECTION 01 22 00 - Page 7

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 QUALIFICATIONS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Approved Project Schedule

3.1.2 Schedule Status Reports

3.1.3 Default Terms

3.2 BASIS FOR PAYMENT AND COST LOADING

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Critical Path Method

3.3.2 Level of Detail Required

3.3.2.1 Activity Durations

3.3.2.2 Procurement Activities

3.3.2.3 Mandatory Tasks

3.3.2.4 Government Activities

3.3.2.5 Activity Responsibility Coding (RESP)

3.3.2.6 Activity Work Area Coding

3.3.2.7 Contract Changes/Requests for Equitable Adjustment (REA)

Coding (MODF)

3.3.2.8 Contract Line Item (CLIN) Coding (BIDI)

3.3.2.9 Phase of Work Coding (PHAS)

3.3.2.10 Category of Work Coding (CATW)

3.3.2.11 Definable Features of Work Coding (FOW1, FOW2, FOW3)

3.3.3 Scheduled Project Completion and Activity Calendars

3.3.3.1 Project Start Date

3.3.3.2 Schedule Constraints and Open Ended Logic

3.3.3.3 Early Project Completion

3.3.4 Interim Completion Dates

3.3.4.1 Start Phase

3.3.4.2 End Phase

3.3.4.3 Phase "X" Hammock

3.3.5 Default Progress Data Disallowed

3.3.6 Out-of-Sequence Progress

3.3.7 Negative Lags and Start to Finish Relationships

3.3.8 Calculation Mode

3.3.9 Milestones

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Project Schedule Submissions

SECTION 01 32 01 - Page 1

3.4.2 Initial Project Schedule Submission

3.4.3 Periodic Schedule Update

3.4.4 Standard Activity Coding Dictionary

3.5 SUBMISSION REQUIREMENTS

3.5.1 Data CD's

3.5.2 Narrative Report

3.5.3 Approved Changes Verification

3.5.4 Schedule Reports

3.5.4.1 Activity Report

3.5.4.2 Logic Report

3.5.4.3 Total Float Report

3.5.4.4 Earnings Report by CLIN

3.5.5 Network Diagram

3.5.5.1 Continuous Flow

3.5.5.2 Project Milestone Dates

3.5.5.3 Critical Path

3.5.5.4 Banding

3.5.5.5 S-Curves

3.6 PERIODIC SCHEDULE UPDATE MEETINGS

3.6.1 Update Submission Following Progress Meeting

3.6.2 Status of Activities

3.6.2.1 Start and Finish Dates

3.6.2.2 Remaining Duration

3.6.2.3 Percent Complete

3.6.2.4 Logic Changes

3.6.2.5 Other Changes

3.7 REQUESTS FOR TIME EXTENSIONS

3.7.1 Justification of Delay

3.7.2 Submission Requirements

3.7.3 Additional Submission Requirements

3.8 DIRECTED CHANGES

3.