Divisions-01-34_B2-Draft-95-Percent_SPECS_W9128F20R0068.pdf

B2 Prefinal Design (95 Percent)

SPECIFICATIONS

FOR CONSTRUCTION

SOLICITATION NO. W9128F-20-R-0068

FIGHTER ALERT SHELTERS

PN XGFG189004 (FY20)

115TH FIGHTER WING

Truax Field, Wisconsin

OCTOBER 2020

U.S. ARMY CORPS OF ENGINEERS

OMAHA DISTRICT

NOT FOR C

ONSTRUCTIO

N

This page was intentionally left blank for duplex printing.

NOT FOR C

00 01 10 - 1 PROJECT TABLE OF CONTENTS

SPECIFICATIONS FOR CONSTRUCTION

FIGHTER ALERT SHELTERS

PN XGFG189004 (FY 20)

115TH FIGHTER WING

TRUAX FIELD, WISCONSIN

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 30 00.24 OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

PROJSIGN PROJECT SIGN DETAIL

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

REGISTER SUBMITTAL REGISTER

E4025 ENGINEERING FORM 4025 TRANSMITTAL FORM

01 33 29 SUSTAINABILITY REPORTING

01 33 29AT1 AF SUSTAINABILITY SCORESHEET

01 33 29AT2 GUIDING PRINCIPLES ASSESSMENT HANDBOOK

01 33 39.00 10 ADVANCED MODELING (BIM/CIM/GIS/CAD) REQUIREMENTS

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 41 26.03 24 (WISCONSIN) NPDES PERMIT REQUIREMENTS FOR STORM WATER DISCHARGES

FROM CONSTRUCTION SITES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.00 10AT SAMPLE DAILY QUALITY CONTROL REPORT

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 35 SPECIAL INSPECTIONS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 10 FACILITY DATA REQUIREMENTS

01 78 36.00 24 WARRANTY OF CONSTRUCTION

01 78 39.00 24 AS-BUILT DRAWINGS

01 78 39.00 24AT MODIFICATIONS AND TITLE BLOCK EXAMPLES

01 91 00.15 10 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 45 00 PRECAST ARCHITECTURAL CONCRETE

03 45 33.00 10 PRECAST PRESTRESSED CONCRETE

03 62 16 METALLIC NON-SHRINK GROUTING

00 01 10 - 2 PROJECT TABLE OF CONTENTS

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 14 00 FLUID-APPLIED WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 26 SPRAY FOAM INSULATION

07 27 36 SPRAY FOAM AIR BARRIERS

07 42 63 INSULATED WALL PANEL ASSEMBLIES

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER 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 11 16 ALUMINUM DOORS AND FRAMES

08 31 00 ACCESS DOORS AND PANELS

08 33 23 OVERHEAD COILING DOORS

08 34 16.20 VERTICAL LIFT FABRIC DOORS

08 36 13 SECTIONAL OVERHEAD DOORS

08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES

08 51 13 ALUMINUM WINDOWS

08 62 00 TUBULAR DAYLIGHTING DEVICES

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL DOOR LOUVERS

DIVISION 09 - FINISHES

09 06 00 SCHEDULES FOR FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 PORCELAIN TILE

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 65 66 RESILIENT ATHLETIC FLOORING

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

00 01 10 - 3 PROJECT TABLE OF CONTENTS

DIVISION 10 - SPECIALTIES

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 14 00.20AT TYPICAL SIGNAGE DETAILS

10 14 53 TRAFFIC SIGNAGE

10 28 13 TOILET ACCESSORIES

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

12 31 00 MANUFACTURED METAL CASEWORK

12 36 00 COUNTERTOPS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 13 18.00 10 PREACTION SPRINKLER SYSTEMS, FIRE PROTECTION

21 13 23 HIGH EXPANSION FOAM (HEF) FIRE SUPPRESSION SYSTEMS

21 30 00 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 11 25 FACILITY GAS PIPING

23 30 00 HVAC AIR DISTRIBUTION

23 54 16.00 10 HEATING SYSTEM; GAS-FIRED HEATERS

23 75 15 CUSTOM-PACKAGED, AIRCRAFT PRE-CONDITIONED AIR UNITS

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 82 00.00 20 TERMINAL HEATING UNITS

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

25 05 11AT CYBERSECURITY INVENTORY SPREADSHEET

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48.00 10 ANTI-TERRORISM/FORCE PROTECTION (AT/FP)FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 09 23 NETWORKED RECEPTACLE AND LIGHTING CONTROL SYSTEMS AND DEVICES

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 29 23 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS UNDER 600 VOLTS

NOT FOR C

00 01 10 - 4 PROJECT TABLE OF CONTENTS

DIVISION 26 – ELECTRICAL (CONTINUED)

26 32 15.00 10 DIESEL-GENERATOR SET STATIONARY 100-2500 KW, WITH AUXILIARIES

26 35 43 400-HERTZ (HZ) SOLID STATE FREQUENCY, 270 VOLT DC, AND 28 VDC

ADJUSTABLE DIRECT CURRENT POWER SUPPLIES CONVERTER

26 36 00.00 10 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 14.00 10 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 21 00.00 20 INTERCOMMUNICATION SYSTEM

27 51 16 RADIO AND PUBLIC ADDRESS SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 10 ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS

32 11 20 RIGID PAVEMENT BASE COURSE

32 13 14.13 CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY DUTY PAVEMENTS

32 13 73 COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENTS

32 17 23 PAVEMENT MARKINGS

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE AND INDUSTRIAL WASTE

33 40 00 STORM DRAINAGE UTILITIES

33 51 15 NATURAL-GAS / LIQUEFIED PETROLEUM GAS DISTRIBUTION PIPELINES

33 56 10 FACTORY-FABRICATED FIRE EVENT STORAGE TANKS

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 34 - TRANSPORTATION

34 73 13 MOORING AND GROUNDING POINTS FOR AIRCRAFT

-- End of Project Table of Contents --

NOT FOR C

F35 Aircraft Shelters (FY20) 115th Fighter Wing - Truax Field, WI TX05

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

07/20

PART 1 GENERAL

1.1 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.2 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

CONSTRUCTION WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR

PAYROLLS

1.3 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.4 CONTRACTOR PERFORMANCE EVALUATIONS

1.5 MANPOWER REPORTING

1.6 LIQUIDATED DAMAGES-CONSTRUCTION

1.7 CONTRACT DRAWINGS AND SPECIFICATIONS

1.7.1 SETS FURNISHED

1.7.2 REPRODUCTION AND DISTRIBUTION

1.7.3 NOTIFICATION OF DISCREPANCIES

1.7.4 OMISSIONS

1.8 SUBMITTALS

1.9 CONCURRENT CONSTRUCTION

1.10 PAYMENT

1.10.1 PROMPT PAYMENT ACT

1.10.2 PAYMENT FOR MATERIALS DELIVERED OFFSITE

1.11 AVAILABILITY OF UTILITY SERVICES

1.12 UTILITY SERVICE INTERRUPTIONS

1.13 DIGGING PERMITS AND ROAD CLOSINGS

1.14 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.15 INSURANCE REQUIRED

1.16 SECURITY REQUIREMENTS

1.16.1 Contractor's Employee Identification

1.16.2 Entry Requirements

1.17 CONTRACTOR QUALITY CONTROL (CQC)

1.18 NONDOMESTIC CONSTRUCTION MATERIALS

1.19 DAILY WORK SCHEDULES AND WEEKLY COORDINATION MEETINGS

1.20 AS-BUILT DRAWINGS

1.21 SIGN

1.22 GOVERNMENT-FURNISHED PROPERTY

1.23 EQUIPMENT ROOM DRAWINGS

1.24 CONTRACTOR FURNISHED EQUIPMENT DATA

1.25 ACCOMMODATIONS FOR GOVERNMENT INSPECTORS

1.26 PARTNERING

1.27 PROFIT

1.28 LABOR CONDITIONS APPLICABLE TO TEMPORARY FACILITIES

1.29 DRAWING SCALES

1.30 FEDERAL HOLIDAYS

1.31 STANDARD WORK HOURS

PART 2 NOT USED

SECTION 01 30 00.24 Page 1

NOT FOR C

PART 3 EXECUTION

3.1 APPENDIX A- CONTRACT DOCUMENT DISTRIBUTION LIST

ATTACHMENTS:

Appendix A - Contract Document Distribution List

Project Sign Details

-- End of Section Table of Contents --

SECTION 01 30 00.24 Page 2

NOT FOR C

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

07/20

PART 1 GENERAL

Attachments:

Appendix A - Contract Document Distribution List Project Sign Details

1.1 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

In accordance with FAR 31.105(d)(2)(i)(b), for the predetermined schedule of construction equipment use rates, use Engineer Pamphlet (EP) 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule. Copies of each regional schedule may be obtained through the following internet site:

https://www.publications.usace.army.mil/USACE-Publications/Engineer-Pamphlets/ on pages 10 and 11 of 13.

1.2 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

CONSTRUCTION WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR PAYROLLS

a. The Contractor is encouraged to use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Wage Rate Requirements statute.

b.The Contractor is responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the Contractor to comply with the Wage Rate Requirements statute. When the Contractor uses an electronic payroll system, use the electronic payroll service used by the Contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract. The electronic payroll service must be capable of preserving these payrolls and related basic records for the required three years after contract completion. The Contractor must obtain and provide electronic system access to the Government, as required to comply with the Wage Rate Requirements over the duration of the construction contract.

(c) The Contractor's provision and use of an electronic payroll processing system must meet the following basic functional criteria:

(1) commercially available;

(2) compliant with appropriate Wage Rate Requirements statute payroll provisions in the FAR;

(3) able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract;

SECTION 01 30 00.24 Page 3

NOT FOR C

(4) capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records for export into an Excel spreadsheet to be imported into the contractor's mode of Resident Management System 3.0;

(5) demonstrated security of data and data entry rights;

(6) ability to produce Contractor-certified electronic versions of weekly payroll data;

(7) ability to identify erroneous entries and track the data/time of all versions of the certified Wage Rate Requirements statute payrolls submitted to the government over the life of the contract;

(8) capable of generating a durable record copy in a Compact Disc (CD) or Digital Versatile Disc (DVD) and Portable Document Format (PDF) file record of data from the system database at the end of the contract closeout. This durable record copy of data from the electronic payroll processing system must be provided to the Government during contract closeout.

d. All Contractor-incurred costs related to the Contractor's provision and use of an electronic payroll processing service must be included in the Contractor's price for the overall work under the contract. The costs for compliance with the Wage Rate Requirements statute by using electronic payroll processing services must not be a separately bid or reimbursed item under this contract.

1.3 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

- U.S. Department of Labor Veterans’ Employment and Training Service

(VETS):

https://www.dol.gov/vets/

- Federal Veteran Employment Information: https://www.fedshirevets.gov/

- Veterans Opportunity to Work (VOW) Program:

https://www.benefits.va.gov/vow/

- U.S. Army Warrior Transition Command Employment Index:

https://wct.army.mil/modules/employers/index.html

- Hiring Our Heroes: https://www.uschamberfoundation.org/hiring-our-heroes

1.4 CONTRACTOR PERFORMANCE EVALUATIONS

Federal Acquisition Regulation (FAR) Subpart 36.201(Evaluation of Contractor Performance) requires evaluation of the construction contractor's performance throughout the contract period of performance.

For construction contracts valued at or above $700,000.00, including all modifications, the USACE will evaluate Contractor's performance using the web-based Contractors Performance Assessment Reporting System (CPARS).

After the USACE drafts an evaluation (interim or final), the Contractor

SECTION 01 30 00.24 Page 4

NOT FOR C

will have the opportunity to access, review, comment and either concur or non-concur with the evaluation in the CPARS system for a period of 60 days. Access to the CPARS system requires either specific software called PKI certification (recommended method) or a username and password. The PKI certification is a Department of Defense recommendation and to provide security in electronic transactions. The certification software could cost approximately $110 - $125 per certificate per year and may be purchased from an External Certificate Authorities (ECA) vendor. Current information about the PKI certification process and contacting vendors can be found on the web site: https://www.cpars.gov .

1.5 MANPOWER REPORTING

Contractors may direct technical questions to the "Send an Email" link at website or email contractormanpower@hqda.army.mil for current information on CMRA. Information regarding changes to the reporting process, when data should be entered, general policy information, how data is protected, and how to enter certain data can be found under the Frequently Asked Questions (FAQ) section at the CMRA website. Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year, beginning with 2013.

The Office of the Assistant Secretary of the Army (Manpower & Reserve Affairs) operates and maintains a secure Army data collection site where the contractor will report ALL contractor manpower (including subcontractor manpower) required for performance of this contract. The contractor is required to completely fill in all the information in the format using the following web address: https://ecmra.mil (https://cmra.army.mil). The required information includes: (1) Contracting Office, Contracting Officer, Contracting Officer's Technical Representative; (2) Contract number, including task and delivery order number; (3) Beginning and end dates covered by reporting period; (4) Contractor name, address, phone number, e-mail address, identity of contractor employee entering data; (5) Estimated direct labor hours (including sub-contractor); (6) Estimated direct labor dollars paid this reporting period (including sub-contractor); (7) Total payments (including subcontractor); (8) Predominant Federal Service Code(FSC) reflecting services provided by contractor (and separate predominant FSC for each sub-contractor if different); (9) Estimated data collection cost; (10) Organizational title associated with the Unit Identification Code (UIC) for the Army Requiring Activity (the Army Requiring Activity is responsible for providing the contractor with its UIC for the purposes of reporting this information; (11) Locations where contractor and sub-contractors perform the work (specified by zip code in the United States and nearest City, Country, when in an overseas location, using standardized nomenclature provided on website); (12) Presence of deployment or contingency contract language; and, (13) Number of contractor and sub-contractor employees deployed in theater this reporting period (by country). As part of its submission, the contractor will also provide the estimated total cost (if any) incurred to comply with this reporting requirement. Reporting period will be the period of performance not to exceed 12 months ending September 30 of each government fiscal year and must be reported by 31 October of each calendar year. "*

*Note: Information from the secure web site is considered to be proprietary in nature when the contract number and contractor identity are associated with the direct labor hours and direct labor dollars. At no

SECTION 01 30 00.24 Page 5

NOT FOR C

time will any data be released to the public with the contractor name and contract number associated with the data. For internal Army analysis, the reports and queries from the database shall not contain proprietary data.

1.6 LIQUIDATED DAMAGES-CONSTRUCTION

See FAR 52.211-12 LIQUIDATED DAMAGES-CONSTRUCTION (SEPT 2000).

1.7 CONTRACT DRAWINGS AND SPECIFICATIONS

1.7.1 SETS FURNISHED

The contractor is responsible for making copies of conformed specifications with amendments or changes incorporated. Utilize the bid drawings and specifications as amended in the performance of the work until CD/DVD-ROM or electronic copy containing the conformed specifications and contract drawings (i.e., bid drawings that have been posted with all amendment changes) is mailed or sent electronically to the Contractor. See Appendix A for Document Distribution list. See paragraph below for contract drawing reproduction and distribution requirements.

The work must conform to the contract drawings, set out in the drawing index, all of which form a part of these specifications. The work must also conform to any of the standard details bound or referenced herein.

1.7.2 REPRODUCTION AND DISTRIBUTION

Reproduce multiple legible hard copy sets (half-size English unless directed otherwise) of contract drawings from Government provided read-only Adobe Acrobat.pdf file drawings. Within 14 calendar days after receipt of conformed specifications and drawings containing read-only Adobe Acrobat.pdf drawing files, provide legible hard copy drawing and conformed specification sets to the addressees contained in the Contract Document Distribution List for Project in Appendix A to this specification. The Government will process no progress payments prior to receipt of the legible contract drawings and conformed specification sets. After receipt and distribution of the legible hard copy drawing and conformed specification sets, the Government will provide the Contractor with editable CAD file drawings (format defined in Section 01 33 39.00 10 ADVANCED MODELING (BIM/CIM/GIS/CAD) REQUIREMENTS). Prepare final record or as-built drawings as defined in Section 01 78 39.00 24 AS-BUILT DRAWINGS and 01 33 39.00 10 ADVANCED MODELING (BIM/CIM/GIS/CAD) REQUIREMENTS.

1.7.3 NOTIFICATION OF DISCREPANCIES

Check all drawing files furnished by the government immediately upon their receipt and promptly notify the Contracting Officer of any discrepancies.

Follow dimensions marked on drawings in lieu of scale measurements.

Enlarged plans and details govern where the same work is shown at smaller scales. All scales shown are based on a standard drawing size of 22" x 34".

If any other size drawings are furnished or plotted, adjust the scales accordingly. The Contractor must also advise sub-contractors of the above. The Contractor must compare all drawings and verify the figures before laying out the work and will be responsible for any errors which might have been avoided thereby.

1.7.4 OMISSIONS

Omissions from the drawings or specifications or the misdescription of

SECTION 01 30 00.24 Page 6

NOT FOR C

details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, does not relieve the Contractor from performing such omitted or misdescribed details of the work but work must be performed as if fully and correctly set forth and described in the drawings and specifications.

1.8 SUBMITTALS

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

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

SD-02 Shop Drawings

Equipment Room Drawings; G-RO.

1.9 CONCURRENT CONSTRUCTION

Construction work closely related to and/or located at the site of the work under a concurrent contract, including Repair Apron PN XGFG182005, will be in progress simultaneously with work under this contract. In addition, F-35 Simulator, F-35 Alter B406, F-35 ADAL B404, and Repair B4000 F-35 may also be in progress simultaneously in the vicinity of the work site. Cooperate with others as necessary in the interest of timely completion of all work. In the event of interference, the notify the Contracting Officer (CO) immediately for resolution and the CO decision is final.

1.10 PAYMENT

1.10.1 PROMPT PAYMENT ACT

Pay requests authorized in GENERAL CONDITIONS (CONTRACT CLAUSES) clause:

"Payments Under Fixed-Price Construction Contracts", will be paid pursuant to the clause, "Prompt Payment for Construction Contracts". Submit pay requests on ENG Form 93 and 93a, "Payment Estimate-Contract Performance" and "Continuation". All information and substantiation required by the identified contract clauses must be submitted with the ENG Form 93, and the required certification included on the last page of the ENG Form 93a, signed by an authorized contractor official and dated when signed. The designated billing office is the Office of the Area Engineer.

1.10.2 PAYMENT FOR MATERIALS DELIVERED OFFSITE

a. Pursuant to Federal Acquisition Regulation (FAR) 52.232-5, Payments Under Fixed Price Construction Contracts, materials delivered to the contractor at locations other than the site of the work may be taken into consideration in making payments, if included in payment estimates and if all the conditions of the General Provisions are fulfilled. Payment for items delivered to locations other than the work site are limited to:

(1) Materials required by the technical provisions; or

(2) Materials that have been fabricated to the point where they are identifiable to an item of work required under this contract; or

(3) Items specifically listed below in paragraph b.

SECTION 01 30 00.24 Page 7

NOT FOR C

b. Payment for materials delivered off-site must be made only after receipt of paid invoices listing the value of material and labor incorporated in the items along with a canceled check showing the prime contractor's title to the items delivered off site. Payment for materials delivered off-site must be limited to the following items: None identied.

1.11 AVAILABILITY OF UTILITY SERVICES

All reasonably required amounts of domestic water and electricity will be made available to the Contractor by the Government from existing system outlets and supplies. The Contractor is reponsible to, at their own expense, make all temporary connections and install distribution lines.

Furnish to the Contracting Officer a complete system layout drawing showing type of materials to be used and method of installation for all temporary electrical systems. Make arrangements with the Using Service, through the Contracting Officer, as to the method of determining the amount of water and electricity to be used by and the method of payment therefore. All temporary lines must be maintainedin a workmanlike manner satisfactory to the Contracting Officer and removed by the Contractor in like manner prior to final acceptance of the construction. Normal quantities of electricity and water used to make final tests of completely installed systems will be furnished by the Government.

1.12 UTILITY SERVICE INTERRUPTIONS

Submit written notification not less than 15 calendar days in advance of each interruption of each utility and communication service to or within existing buildings and facilities being used by others. No single outage will exceed 4 hours unless approved in writing. The time and duration of all outages will be coordinated and approved with the Using Agency by the Contracting Officer.

1.13 DIGGING PERMITS AND ROAD CLOSINGS

The Contractor must allow 14 calendar days from date of written application to receive permission to dig and to close roads. Flag work on or near roadways in accordance with the safety requirements in Safety and Health Requirements Manual EM 385-1-1, which forms a part of these specifications. Do not cause blockage of work located along the alert force route and maintain unobstructed access for alert force traffic at all times.

1.14 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

a. This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the GENERAL CONDITIONS (CONTRACT CLAUSES) clause entitled "Default:

(Fixed-Price Construction)." In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) 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 anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control

SECTION 01 30 00.24 Page 8

NOT FOR C

and without the fault or negligence of the contractor.

b. 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 (5) DAY WORK WEEK

JAN 23

FEB 20

MAR 11

APR 10

MAY 10

JUN 9

JUL 6

AUG 6

SEP 7

OCT 8

NOV 11

DEC 18

c. Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the contractor will record on the RMS daily CQC report, any occurrence of adverse weather and resultant impact to normally scheduled work, within 24 hours of the event. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the contractor's scheduled work day. Describe in the RMS daily CQC reports the critical path item that is being affected and provide the critical path activity number(s) from the current schedule. The COR must acknowledge and accept the agreed upon occurrence of each adverse weather delay in RMS for the delays to be considered as adverse weather delays.

At the end of each month, identify the number of actual adverse weather delay days that includes days impacted by actual adverse weather (even if adverse weather occurred in previous month), calculated chronologically from the first to the last day of each month, and recorded as full days.

If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph b. 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 GENERAL CONDITIONS (CONTRACT CLAUSES) clause entitled "Default (Fixed Price Construction)". (ER 415-1-15)

1.15 INSURANCE REQUIRED

In accordance with GENERAL CONDITIONS (CONTRACT CLAUSES) clause:

"Insurance Work on a Government Installation," procure the following minimum insurance:

Type Amount

Workmen's Compensation and Employer's Liability Insurance $100,000

General Liability Insurance $500,000 per occurrence

SECTION 01 30 00.24 Page 9

NOT FOR C

Automobile Liability Insurance Bodily injury $200,000 per person and $500,000 per occurrence Property damage $ 20,000 per occurrence

(Coverages per FAR 28.307-2)

1.16 SECURITY REQUIREMENTS

1.16.1 Contractor's Employee Identification

The Contractor is responsible for furnishing to each employee and for requiring each employee engaged on the work to display such identification as may be approved and directed by the Contracting Officer. Deliver all prescribed identification immediately be delivered to the Contracting Officer, for cancellation upon release of any employees. When the contract involves work in restricted security areas, only employees who are U.S. citizens will be permitted to enter. Proof of U.S. citizenship is required prior to entry. When required by the Contracting Officer, obtain and submit fingerprints of all persons employed or to be employed on the project. (Based on FAR 52.204-2)

1.16.2 Entry Requirements

Submit for approval a 115 FW Form 12 "Truax Field Pre-Authorization Request Form" alhpabetically listing all contractor personnel who require entry into Government property to perform work on the project. Form must be filed a minimum of five days prior to desired date of entry. Furnish for each person:

a. Name (Last, First, MI)

b. Date of birth

c. Gender

d. Driver's License Number and State

e. Previous State Resided

Note: Name listed on form must match name on Driver's License.

1.17 CONTRACTOR QUALITY CONTROL (CQC)

See Section 01 45 00.00 10 QUALITY CONTROL.

1.18 NONDOMESTIC CONSTRUCTION MATERIALS

The list of excepted nondomestic construction materials or their components referenced in the Buy American Construction Material Contract Clauses includes the list set forth in paragraph 25.104 of the Federal Acquisition Regulation.

1.19 DAILY WORK SCHEDULES AND WEEKLY COORDINATION MEETINGS

In order to closely coordinate work under this contract, prepare a written agenda/meeting minutes and attend a weekly coordination meeting with the Contracting Officer and Using Service at which time the

SECTION 01 30 00.24 Page 10

NOT FOR C

Contractor must submit for coordination and approval, their proposed daily work schedule for the next two week period. Provide a copy of modifications (MODs), Serial Letters, Requests for Information (RFIs)and any other information that is needed in the minutes of the meeting.

Include required temporary utility services, time and duration of interruptions, and protection of adjoining areas with the Contractor's proposed 2-week work schedule. At this meeting, the Contractor must also submit their schedule of proposed dates and times of all preparatory inspections to be performed during the next 2 weeks. The items of work listed on the proposed 2-week schedule are to be keyed to the NAS by activity number and description for each activity anticipated to be performed during the next 2-week period. Coordination action by the Contracting Officer relative to these schedules will be accomplished during these weekly meetings. Daily reports must be completed and given to the Contracting Officer or Representative within 24 hours of work. All official correspondence such as serial letters and RFIs, with attachments are to be provided in one hardcopy original with original signatures and one electronic (Adobe pdf format) copy by email. The Government will consider the correspondence to be received when the official hardcopy or electronic copy is received by the designated office.

1.20 AS-BUILT DRAWINGS

See SECTIONS 01 78 39.00 24 AS-BUILT DRAWINGS and 01 33 39.00 10 ADVANCED

MODELING (BIM/CIM/CAD) REQUIREMENTS.

1.21 SIGN

On commencement of work on this project, furnish and erect the temporary sign in the location selected by the Contracting Officer near the project site. Maintain the sign in good condition through the project construction period. Upon completion of the project remove the sign from the premises. The project sign must conform to standard drawing attached to this section. A decal of the "Engineer Castle" and the U. S. Air Force emblem will be furnished the Contractor upon request.

1.22 GOVERNMENT-FURNISHED PROPERTY

Pursuant to CONTRACT CLAUSES clause: "Government Property " the Government will furnish to the Contractor the following property to be incorporated or installed in the work. Such property will be furnished f.o.b. or at the project site and the Contractor must accept delivery when made, and unload and transport the property to the jobsite at their own expense.

All such property must be installed or incorporated into the work at the expense of the Contractor. Verify the quantity and condition of such Government-furnished property when delivered to him and report the receipt of Government-Furnished Property in accordance with GENERAL CONDITIONS

(CONTRACT CLAUSES) DFARS 252.211-7007 REPORTING OF GOVERNMENT-FURNISHED

PROPERTY. For damage or loss or property follow GENERAL CONDITIONS

(CONTRACT CLAUSES) DFARS 252.245-7002 REPORTING LOSS OF GOVERNMENT

PROPERTY.

Quantity Item Description None identified.

1.23 EQUIPMENT ROOM DRAWINGS

Prior to construction, prepare and submit room plans for all mechanical, electrical, and communication rooms or similar areas. The plans must be

SECTION 01 30 00.24 Page 11

NOT FOR C

consolidated for all trades, be to scale, and show all pertinent structural features. In addition, other items such as doors, windows, and cabinets required for installation and which will affect the available space, must be shown. All mechanical and electrical equipment and accessories must be shown to scale in plan and elevation and/or section in their installed positions. All duct work and piping must be shown.

1.24 CONTRACTOR FURNISHED EQUIPMENT DATA

See Section 01 78 36.00 24 WARRANTY OF CONSTRUCTION for Contractor Furnished Equipment Data to be submitted as part of the Warranty Equipment Booklet.

1.25 ACCOMMODATIONS FOR GOVERNMENT INSPECTORS

Furnish furnish a temporary office facility approximately 10 feet x 20 feet with a minimum of 200 square feet of floor space. Locate the temporaty office facility where directed and it must be reserved for Government personnel only. Furnish and maintain drinking water facilities, adequate lighting,high-speed internet air-conditioning, heating equipment, and a partition enclosed chemical toilet. The office must be furnished with one legal size filing cabinet with four drawers, one drafting table with stool, one plan rack, one desk, and three chairs.

Used furniture, in good condition, will be acceptable. Equip entrance doors with a substantial lock. The Contractor must provide janitor service, fuel for the heating facilities, electricity, high-speed internet and water, all at no cost to the Government, except the Contractor will not be liable for Government long-distance calls. The entire facility, including furniture, will remain the property of the Contractor and removed from the site after completion of the work.

1.26 PARTNERING

a. The Government intends to encourage the formation of a cohesive partnership with the Contractor. This partnership will be structured to draw on the strengths of each organization to identify and achieve reciprocal goals. The objective is effective contract performance in achieving completion within budget, on schedule and in accordance with plans and specifications. This partnership between the Contractor and the Government will be voluntary and its implementation will not be part of the contract requirements nor will it result in a change to contract price or terms.

b. Not Applicable.

1.27 PROFIT

a. Use the weighted guidelines method of determining profit on any equitable adjustment change order or modification issued under this contract. The profit factors must be as follows:

Factor Rate Weight Value Degree of Risk 20 See Item Relative difficulty of work 15 b. below Size of Job 15 Period of performance 15 Contractor's investment 5 Assistance by Government 5 Subcontracting 25

SECTION 01 30 00.24 Page 12

NOT FOR C

b. Based on the circumstances of each procurement action, each of the above factors must be weighted from .03 to .12 as indicated below. Obtain the value by multiplying the rate by the weight. The value column when totaled indicates the fair and reasonable profit percentage under the circumstances of the particular procurement.

(1) Degree of Risk. Where the work involves no risk or the degree of risk is very small, the weighting should be .03; as the degree of risk increases, the weighting should be increased up to a maximum of .12.

Lump sum items will have, generally, a higher weighted value than the unit price items for which quantities are provided. Other things to consider:

the portion of the work to be done by subcontractors, nature of work, where work is to be performed, reasonableness of negotiated costs, amount of labor included in costs, and whether the negotiation is before or after performance of work.

(2) Relative Difficulty of Work. If the work is most difficult and complex, the weighting should be .12 and should be proportionately reduced to .03 on the simplest of jobs. This factor is tied in to some extent with the degree of risk. Some things to consider: the nature of the work, by whom it is to be done, where, and what is the time schedule.

(3) Size of Job. All work not in excess of $100,000 shall be weighted at .12. Work estimated between $100,000 and $5,000,000 shall be proportionately weighted from .12 to .05.

(4) Periods of Performance. Jobs in excess of 24 months are to be weighted at .12. Jobs of lesser duration are to be proportionately weighted to a minimum of .03 for jobs not to exceed 30 days. No weight where additional time not required.

(5) Contractor's Investment. To be weighted from .03 to .12 on the basis of below average, average, and above average. Things to consider: amount of subcontracting, mobilization payment item, Government furnished property, equipment and facilities, and expediting assistance.

(6) Assistance by Government. To be weighted from .12 to .03 on the basis of average to above average. Things to consider: use of Government-owned property, equipment and facilities, and expediting assistance.

(7) Subcontracting. To be weighted inversely proportional to the amount of subcontracting. Where 80 percent or more of the work is to be subcontracted, the weighting is to be .03 and such weighting proportionately increased to .12 where all the work is performed by the Contractor's own forces.

1.28 LABOR CONDITIONS APPLICABLE TO TEMPORARY FACILITIES

It is the position of the Department of Defense that the Davis-Bacon Act, 40 U.S.C. 276a is applicable to temporary facilities such as job headquarters, tool yards, batch plants, borrow pits, sandpits, rock quarries, and similar operations, provided they are dedicated exclusively, or nearly so, to performance of the contract or project, and provided they are adjacent or virtually adjacent to the site of the work and are established after receipt of the proposal or bid. Clause "Payrolls and Basic Records" of the GENERAL CONDITIONS (CONTRACT CLAUSES) is applicable

SECTION 01 30 00.24 Page 13

NOT FOR C

to such operations.

1.29 DRAWING SCALES

All scales shown are based on a standard drawing size of 22" x 34". If any other size drawings are furnished or plotted, the contractor adjust the scales accordingly. The Contractor must also advise their sub-contractors of the above.

1.30 FEDERAL HOLIDAYS

The following Federal legal holidays are observed by this installation:

New Year's Day 1 January Martin Luther King's Birthday Third Monday in January President's Day Third Monday in February Memorial Day Last Monday in May Independence Day 4 July Labor Day First Monday in September Columbus Day Second Monday in October Veterans Day 11 November Thanksgiving Day Fourth Thursday in November Christmas Day 25 December

If a wage determination applies the number of holidays specified on it, it has priority over this requirement.

1.31 STANDARD WORK HOURS

Base operation hours are 6:30 a.m. to 4:30 p.m. daily (Monday through Friday), excluding federal holidays. For work outside of these hours, coordinate in advance to ensure adequate oversight wil be available.

Federal Holidays and weekends are considered as scheduled non-workdays.

PART 2 NOT USED

PART 3 EXECUTION

SECTION 01 30 00.24 Page 14

NOT FOR C

3.1 APPENDIX A- CONTRACT DOCUMENT DISTRIBUTION LIST

Appendix A - Contract Document Distribution List

Addressee No. of Sets

Address Full Size Dwgs Half Size Dwgs Specs CD/DVD

U.S. Army Corps of Engineers 0 2 0 1 Omaha District ATTN: CENWO-PMS (C. Neuzil) 1616 Capitol Ave.

Omaha, NE 68102-4901

U.S. Army Corps of Engineers 0 2 2 1 Fort Crook Area Office Attn: CENWO-CDF P.O. Box 13287 Offutt AFB, NE 68113

For Fed-Ex or UPS use:

Building 525 Castle Hall, 3rd Floor Offutt AFB, NE 68113

U.S. Army Corps of Engineers 1 1 1 1 Fort McCoy Resident Office Attn: CENWO-CDF-M 1254 11th Avenue Fort McCoy, WI 54656

115th FW 1 2 1 1 ATTN: Lt Col Mike Dunlap 3110 Mitchell Street Madison, WI 53597

TOTAL COPIES Full-Size 2 Half-Size 7 Specs 4 CD/DVD 4

-- End of Section --

SECTION 01 30 00.24 Page 15

NOT FOR C

NOTES:

PLANNED COMPLETION DATE:

JAMES SMITH

GENERAL CONTRACTOR

JOHN DOE

ARCHITECT-ENGINEER

HANGAR

FIELD MAINTENANCE

U.S. ARMY CORPS OF ENGINEERS

IN PARTNERSHIP WITH

U.S. AIR FORCE PROJECT

U.S. AIR FORCE

8'-0"

LINE

A

B C

D

E

F

G

H

I

NO SCALE

PROJECT SIGN DETAILS

U.S. AIR FORCE MCP PROJECTS

4'-0"

SPACE

SCHEDULE

LETTER

FRONT VIEW END VIEW

I 4"

H 4" 8 PLANNED COMPLETION DATE 2.5" 1/4"

G 1" 7 GENERAL CONTRACTOR/A-E 1.5" 3/16"

F 5" 6 GENERAL CONTRACTOR/A-E 1.5" 3/16"

E 3" 5 PROJECT NAME CONT'D (IF REQ'D) 4" 1/2"

D 5" 4 PROJECT NAME 4" 1/2"

C 2" 3 U.S. ARMY CORPS OF ENGINEERS 1.5" 3/16"

B 2" 2 IN PARTNERSHIP WITH 1.5" 3/16"

A 4" 1 U.S. AIR FORCE PROJECT 1.5" 3/16"

SPACE HEIGHT LINE DESCRIPTION HEIGHT STROKE

EACH POST

AT 6" CTRS.

GALV. NAILS

NAIL WITH 8D

GROUND LINE

4" X 4" POST

EXTERIOR PLYWOOD

4' X 8' X 1/2"

GALV. BOLT

1/2" DIAM.

ANCHOR

2" X 6"

2" X 4" BRACE

GALV. BOLT

1/2" DIAM.

HELIOS BOLD II, HELVETICA BLACK ROMAN, OR HELVETICA BOLD ROMAN.

8. LETTERING STYLE SHALL BE EITHER HELIOS EXTRA BOLD CONDENSED,

THE SAME BACKGROUND COLOR AS THE SIGN.

7. ALL EXPOSED WOOD (POSTS, SUPPORTS, BACK, ETC.) SHALL BE PAINTED

FOR INSTALLATION BY THE CONTRACTOR.

U.S. AIR FORCE EMBLEM WILL BE FURNISHED BY THE CONTRACTING OFFICER

6. DECALCOMANIA FOR CORPS OF ENGINEERS INSIGNIA, U.S. ARMY STAR, AND

5. ALL LETTERING SHALL BE EXTERIOR TYPE ALKYD. COLOR SHALL BE WHITE.

(428-7) AS DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

CARIBBEAN AZURE (2059-20) OR PITTSBURGH PAINTS WARM WASSAIL

MPI GLOSS LEVEL 6. COLOR SHALL MATCH EITHER BENJAMIN MOORE

TYPE ALKYD, CONFORMING TO MASTER PAINTERS INSTITUTE MPI-9,

4. PAINT WITH ONE EXTERIOR OIL PRIME COAT AND TWO COATS EXTERIOR

AND SANDED.

3. BEFORE PAINTING, SURFACE SHALL BE CLEAN, DRY, FREE OF GREASE

2. PLYWOOD SHALL BE EXTERIOR TYPE, A-C GRADE.

1. POSTS SHALL BE S4S.

PROJSIGN

NOT FOR C

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Government Default Software

2.1.2 Contractor Software

2.1.2.1 Primavera

2.1.2.2 Other Than Primavera

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Withholdings / Payment Rejection

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

3.3.2 Activity Durations

3.3.3 Procurement Activities

3.3.4 Mandatory Tasks

3.3.5 Government Activities

3.3.6 Standard Activity Coding Dictionary

3.3.6.1 Workers Per Day (WRKP)

3.3.6.2 Responsible Party Coding (RESP)

3.3.6.3 Area of Work Coding (AREA)

3.3.6.4 Modification Number (MODF)

3.3.6.5 Bid Item Coding (BIDI)

3.3.6.6 Phase of Work Coding (PHAS)

3.3.6.7 Category of Work Coding (CATW)

3.3.6.8 Feature of Work Coding (FOW)

3.3.7 Contract Milestones and Constraints

3.3.7.1 Project Start Date Milestone and Constraint

3.3.7.2 End Project Finish Milestone and Constraint

3.3.7.3 Interim Completion Dates and Constraints

3.3.7.3.1 Start Phase

3.3.7.3.2 End Phase

3.3.8 Calendars

3.3.9 Open Ended Logic

3.3.10 Default Progress Data Disallowed

3.3.11 Out-of-Sequence Progress

3.3.12 Added and Deleted Activities

SECTION 01 32 01.00 10 Page 1

NOT FOR C

3.3.13 Original Durations

3.3.14 Leads, Lags, and Start to Finish Relationships

3.3.15 Retained Logic

3.3.16 Percent Complete

3.3.17 Remaining Duration

3.3.18 Cost Loading of Closeout Activities

3.3.18.1 As-Built Drawings

3.3.18.2 O & M Manuals

3.3.19 Early Completion Schedule and the Right to Finish Early

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary Project Schedule Submission

3.4.2 Initial Project Schedule Submission

3.4.3 Periodic Schedule Updates

3.5 SUBMISSION REQUIREMENTS

3.5.1 Submission

3.5.2 Narrative Report

3.5.3 Schedule Reports

3.5.3.1 Activity Report

3.5.3.2 Logic Report

3.5.3.3 Total Float Report

3.5.3.4 Earnings Report by CLIN

3.5.3.5 Schedule Log

3.5.3.6 Critical Path

3.5.4 Network Diagram

3.5.4.1 Continuous Flow

3.5.4.2 Project Milestone Dates

3.5.4.3 Critical Path

3.5.4.4 Banding

3.5.4.5 Cash Flow / Schedule Variance Control (SVC) Diagram

3.6 PERIODIC SCHEDULE UPDATE

3.6.1 Periodic Schedule Update Meetings

3.6.2 Update Submission Following Progress Meeting

3.7 WEEKLY PROGRESS MEETINGS

3.8 REQUESTS FOR TIME EXTENSIONS

3.8.1 Justification of Delay

3.8.2 Time Impact Analysis (Prospective Analysis)

3.8.3 Forensic Schedule Analysis (Retrospective Analysis)

3.8.4 Fragmentary Network (Fragnet)

3.8.5 Time Extension

3.8.6 Impact to Early Completion Schedule

3.9 FAILURE TO ACHIEVE PROGRESS

3.9.1 Artificially Improving Progress

3.9.2 Failure to Perform

3.9.3 Recovery Schedule

3.10 OWNERSHIP OF FLOAT

3.11 TRANSFER OF SCHEDULE DATA INTO RMS

3.12 PRIMAVERA P6 MANDATORY REQUIREMENTS

-- End of Section Table of Contents --

SECTION 01 32 01.00 10 Page 2

NOT FOR C

SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

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 within the text by the basic designation only.

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications; G , RO

Preliminary Project Schedule; G , RO

Initial Project Schedule; G , RO

Periodic Schedule Update; G , RO

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

SECTION 01 32 01.00 10 Page 3

NOT FOR C

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

2.1.1 Government Default Software

The Government default software is e Primavera P6.

2.1.2 Contractor Software

Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required sdef file must be created and supported by the software manufacturer.

2.1.2.1 Primavera

If Primavera P6 is selected for use, provide the "xer" export file in a version of P6 importable by the Government system.

2.1.2.2 Other Than Primavera

Use of software other than Primavera P6 must be approved by the Contracting Officer. If a different software system is approved, the Contracting Officer may require the Contractor to provide for the Government's use up to two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at project completion.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts.