W912QR-52128366_Specs-0000.pdf

Solicitation For Multiple Award Task Order Contracts U.S. Army Corps of Engineers Great Lakes and Ohio River Division Mission Boundaries Range 26 Moving Armor Target Wall Fort McCoy,WI

P2: 520052

Design-Build Specifications - Vol. 2 Certified Final Design 11 August 2025

W912QR-52128366

MATOC

W912QR21D0056 – 21D0060, 21D0085

& 21D0086 All requirements of the base MATOC Volume 1 of 2 shall apply to this Task Order unless noted otherwise.

RRS-A: 1200A Disposition: Permanent

W912QR-52128366_Specs-0000

520052 Range 26 Moving Armor Target Wall Fort McCoy, WI

Page i Certified Final

PROJECT TABLE OF CONTENTS

DIVISION SECTION AND TITLE ________________

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 10 00 PRICE BREAKOUT SCHEDULE

00 80 50.00 06 SPECIAL PROVISIONS

Project Submittal Registry

TECHNICAL SPECIFICATIONS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 STATEMENT OF WORK

01 11 01 STATEMENT OF WORK CIVIL SITE

01 11 06 STATEMENT OF WORK FOR ELECTRICAL AND COMMUNICATION

SYSTEMS

01 20 00.00 06 SUMMARY OF WORK

APPENDIX A – CONCEPT DRAWINGS AND SEEDING CRITERIA

-- End of Project Table of Contents --

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 80 50.00 06

SPECIAL PROVISIONS

01/20

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.3.1 Additional Requirements/Clarifications of Work Included Within the Contract

1.3.2 NOT USED

1.4 NOT USED

1.5 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.6 NOT USED

1.7 GOVERNMENT FIELD OFFICE FACILITIES AND SERVICES

1.8 NOT USED

1.9 NOT USED

1.10 AS-BUILT DOCUMENTS FOR DESIGN BID BUILD PROJECTS

1.10.1 General

1.10.1.1 As-Built Drawings

1.10.1.2 NOT USED

1.10.2 Withholding

1.10.2.1 Failure to Maintain

1.10.2.2 As-Builts Prepared by Contractor

1.10.3 Maintenance of Working As-Built Drawings

1.10.4 Preliminary (Working) As-Built Drawings Submittal

1.10.5 Preparation of Final As-Built Drawings

1.10.6 Markings and Indicators

1.10.7 Preparation of Other As-Built Documents

1.10.8 Submittal of Final As-Built Documents

1.10.9 Partial Occupancy

1.10.10 Electronic File Use

1.11 NOT USED

1.12 NOT USED

1.13 NOT USED

1.14 KEY PERSONNEL, SUBCONTRACTORS AND OUTSIDE ASSOCIATES OR

CONSULTANTS

1.15 NOT USED

1.16 NOT USED

1.17 NOT USED

1.18 NOT USED

1.19 NOT USED

1.20 NOT USED

1.21 NOT USED

1.22 NOT USED

1.23 NO ASBESTOS - CONTAINING MATERIAL (ACM) CERTIFICATION

1.23.1 Construction Phase

1.24 BORROW SOILS

1.25 NOT USED

DOCUMENT 00 80 50.00 06 Page 1

1.26 AVAILABILITY OF UTILITIES

1.26.1 Availability and Use of Utility Services

1.27 PARTNERING

PART 2 PRODUCTS NOT USED

PART 3 EXECUTION NOT USED

PART 4 EXEMPTIONS AND CLARIFICATIONS

4.1 AT/OPSEC

4.2 CONTRACTOR MANPOWER DATA REPORTING (CMRA)

4.3 Veterans Employment Emphasis for U.S. Army Corps of Engineers

4.4 00 80 00.00 06

-- End of Section Table of Contents --

DOCUMENT 00 80 50.00 06 Page 2

SECTION 00 80 50.00 06

SPECIAL PROVISIONS

01/20

PART 1 GENERAL

This section is a supplement to section 00 80 00.00 06 in the base contract. This document will provide additional information or revise base contract requirements for this task order only.

Attachments to this specification are as follows:

Project Submittal Register

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 415-1-15 Construction Time Extensions for Weather

ERDC/ITL TR-12-1 (2015) A/E/C Graphics Standard, Release 2.0

1.2 SUBMITTALS

Government approval/acceptance 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 shall be submitted in accordance with LRL Section 01 33 00.00 06

SUBMITTAL PROCEDURES:

SD-11 Closeout Submittals

Preliminary (Working) As-Built Drawings; G Final As-Built Drawings; G CAD Working As-Built Drawings; G Contour Map; G

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

Refer to "LIQUIDATED DAMAGES" in Section 00 70 50 for the amount of Liquidated Damages for the project.

(a) The time stated in Section 00 70 50 for commencement, prosecution, and completion of work shall include installation of Government-furnished furniture as well as as-built drawings, O&M manuals, operational tests/reports/training/instructions, equipment lists.

Refer to FAR 52.211-10 "Commencement, Prosecution, and Completion of Work" in Section 00 70 50 for a notification of significant contract dates.

DOCUMENT 00 80 50.00 06 Page 3

1.3.1 Additional Requirements/Clarifications of Work Included Within the Contract

a. The time stated in FAR 52.211-10 "Commencement, Prosecution, Completion of Work" in Section 00 70 50 for completion shall include as-built drawings, operational tests/reports/training/instructions, equipment lists.

1.3.2 NOT USED

1.4 NOT USED

1.5 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the FAR 52.249-10 "Default (Fixed-Price Construction)". Guidance can also be found in ER 415-1-15 , "Construction Time Extensions for Weather". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. 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.

b. Indicate the location of the National Weather Service office closest to the site. See: https://www.weather.gov/srh/nwsoffices The Contractor shall make his own investigations and determinations as to weather conditions at the site. Data may be obtained from various National Weather Service offices located generally at airports of principal cities, the nearest to this project being: La Crosse, WI.

c. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

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 weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

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

19 15 4 5 6 5 4 4 4 4 3 14

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will 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 work day. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred

DOCUMENT 00 80 50.00 06 Page 4 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 delay days exceeds the number of days anticipated listed 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 FAR 52.249-10 "Default (Fixed-Price Construction)".

1.6 NOT USED

1.7 GOVERNMENT FIELD OFFICE FACILITIES AND SERVICES

No Government Field Office will be required. Section 01 50 00 Paragraph

3.6 does not apply to this task order.

1.8 NOT USED

1.9 NOT USED

1.10 AS-BUILT DOCUMENTS FOR DESIGN BID BUILD PROJECTS

1.10.1 General

This section covers the completion of final as-built drawings, as a requirement of the contract. The Contractor is responsible for maintaining paper copy working as-built drawings during the construction phase. These paper copy drawings will be used by the Contractor to prepare, maintain and submit the final as-built drawings

1.10.1.1 As-Built Drawings

An as-built drawing is a contract construction drawing revised to reflect the final as-built conditions of the project because of modifications, changes, corrections to the project design required during construction, submittals and extensions of design. The terms "drawings," "contract drawings," "drawing files," "working as-built drawings" and "final as-built drawings" refer to contract drawings that are revised to be used for the "RECORD DRAWING AS-BUILTS".

1.10.1.2 NOT USED

1.10.2 Withholding

Maintenance of working as-builts is considered part of the value of the facilities being constructed and will not be paid for as a separate line item. All costs in conjunction with periodic as-built maintenance and final preparation shall be considered a subsidiary obligation of the Contractor.

1.10.2.1 Failure to Maintain

If the Contractor fails to maintain the working as-built drawings as specified herein, the Contracting Officer will deduct from the monthly progress payment an amount up to 10% or which, in the Contracting Officer's judgment, represents the estimated cost of bringing the as-built documents up to date. This monthly deduction will continue until an agreement can be reached between the Contracting Officer and the Contractor regarding the accuracy and completeness of working as-built documents. This includes conversion of submittals and other miscellaneous

DOCUMENT 00 80 50.00 06 Page 5 documents.

1.10.2.2 As-Builts Prepared by Contractor

The Contractor is required to prepare and provide final as-built drawings. The Contractor shall include an activity in the cost-loaded schedule for the final As-Built drawing submittal in the amount defined in the following paragraph. See LRL Section 01 32 01.00 06, PROJECT SCHEDULE, para "Basis for Payment and Cost Loading". This amount shall be withheld and not paid until the final As-Built drawing submittal has been accepted by the Government.

Withholding for the final as-built drawing submittal shall be in the amount of: 1% for contract awards less than $5,000,000; $50,000 for contracts awarded from $5,000,000 to $10,000,000; or $100,000 for contracts awarded greater than $10,000,000. Withholding shall be withheld until the final as-built drawing submittal has been approved and accepted by the Government.

1.10.3 Maintenance of Working As-Built Drawings

The Contractor shall revise two (2) sets of paper drawings by red-line process to show the as-built conditions during the prosecution of the project. These as-built marked drawings shall be kept current on a weekly basis and available on the jobsite at all times. Changes in the work from the contract or additional information which is uncovered in the course of construction shall be accurately and neatly recorded as they occur by means of details and notes. Changes must be reflected on all sheets that the change affects . The working as-built marked drawings will be jointly reviewed for accuracy and completeness by the Contracting Officer and the Contractor before submission of each monthly pay estimate. The working as-built drawings shall show the following information if applicable to the project, but not be limited thereto:

a. The actual location, kinds and sizes of all sub-surface utility lines. In order that the location of these lines and appurtenances may be determined in the event the surface openings or indicators become covered over or obscured, the as-built drawings shall show, by offset dimensions to two permanently fixed surface features, the end of each run including each change in direction. Valves, splice boxes and similar appurtenances shall be located by dimensioning along the utility run from a reference point. The average depth below the surface of each run shall also be recorded.

b. The location and dimensions of any changes within the building structure.

c. The correct alignments, grade elevations, typical cross section, earthwork, structures or utilities if any changes were made from contract plans.

d. Additional as-built information that exceeds the detail shown on the Contract Drawings. These as-built conditions include those that reflect structural details, fabrication, erection, installation plans and placing details, pipe sizes, insulation material, dimensions of equipment foundations and layouts, equipment, sizes, mechanical and electrical room layouts and other extensions of design, that were not shown in the original contract documents because the exact details

DOCUMENT 00 80 50.00 06 Page 6 were not known until after the time of approved shop drawings. It is recognized that the shop drawing submittals (revised showing as-built conditions) will serve as the as-built record without actual incorporation into the contract drawings. The final as-built construction drawing shall reference the shop drawing file that includes the as-built information. In turn, the shop drawing shall reference the applicable construction as-built drawing. All such shop drawing submittals must include the paper copy and PDF of the drawings.

e. The invert elevations and grades of any drainage structures or ditches installed or affected as part of the project construction.

f. Changes or modifications which result from the final inspection.

g. Contour map of the final borrow pit or spoil area with spot elevations as necessary if: borrow material is from sources on Government property; Government property is used as a spoil area; or, if excavated soil materials are placed in approved locations other than a landfill.

h. Where contract drawings present options, only the option selected for construction shall be shown on the final as-built drawings.

i. Systems designed or enhanced by the Contractor, such as HVAC controls, fire alarms, fire sprinklers, fire protection, fire detection and irrigation systems and other related systems in this project, shall be incorporated into the as-built drawings to include detailed information for all aspects of the systems including wiring, piping, and equipment drawings.

j. Room numbers shown on the contract drawings are selected for design convenience and may not represent the actual numbers intended for use by the end user. Final as-built drawings shall reflect actual room numbers adopted by the end user.

k. Contract modification (change order price) shall include the Contractor's cost to change working and final as-built drawings to reflect modifications and compliance with the following procedures (See "Markings and Indicators"):

(1) Directions in the modification for posting descriptive changes shall be followed.

(2) A Revision Triangle shall be placed at the location of each deletion.

(3) For new details or sections which are added to a drawing, a Revision Triangle shall be placed by the detail or section title.

(4) For minor changes, a Revision Triangle shall be placed by the area changed on the drawing (each location).

(5) For major changes to a drawing, a Revision Triangle shall be placed by the title of the affected plan, section, or detail at each location.

(6) For changes to schedules or drawings, a Revision Triangle shall be placed either by the schedule heading or by the change in the schedule.

DOCUMENT 00 80 50.00 06 Page 7

1.10.4 Preliminary (Working) As-Built Drawings Submittal

Six (6) weeks before Contract Completion Date, the Contractor shall submit one (1) set of the original paper working as-built drawings to the Contracting Officer for review and approval. These working as-built marked drawings shall be neat, legible and accurate. The review by Government personnel will be expedited to the maximum extent possible. If upon review, the working as-built drawings are found to contain errors and/or omissions, they will be returned to the Contractor for corrections. The Contractor shall complete the corrections and return the working as-built marked drawings to the Contracting Officer within 14 calendar days. Upon approval, the working as-built drawings will be returned to the Contractor for use in preparation of final as-built drawings.

1.10.5 Preparation of Final As-Built Drawings

The contract drawings shall be modified as may be necessary to correctly show the features of the project as it has been constructed by bringing the contract drawings into agreement with approved working as-built drawings, adding such additional drawings as may be necessary.

These final as-built drawings are part of the permanent records of the project and the Contractor shall be responsible for the protection and safety thereof until returned to the Contracting Officer. Any drawings damaged or lost by the Contractor shall be satisfactorily replaced by the Contractor at no expense to the Government.

In the event the Contractor accomplishes additional work which changes the as-built conditions of the facility, after submission and approval of the working as-built drawings, the Contractor shall be responsible for the addition of these changes to the working as-built drawings and also to the final as-built documents and electronic models.

1.10.6 Markings and Indicators

Changes shall be annotated in accordance with ERDC/ITL TR-12-1 "A/E/C Graphics Standard_Release 2.0" at the following locations:

a. Bottom of the revised detail.

b. Right hand and bottom border aligned with the revised detail.

c. The revision block of the title block.

Separate markings shall be made for each modification negotiated into the contract.

1.10.7 Preparation of Other As-Built Documents

All other non-electronic documents which may include, for example, design analysis, catalog cuts, or certification documents that are not available in native electronic format shall be scanned and provided in an organized manner in Adobe PDF format.

1.10.8 Submittal of Final As-Built Documents

Within 14 calendar days of Final Acceptance meeting of the project, Final As-Built documents shall be provided to the Contracting Officer in the formats described in paragraph "Electronic File Use". The final as-built document submittal shall also include the approved preliminary paper

DOCUMENT 00 80 50.00 06 Page 8 working as-built drawings.

1.10.9 Partial Occupancy

For projects where portions of construction are to be occupied or activated before overall project completion, including portions of utility systems, as-built drawings for those portions of the facility being occupied or activated shall be supplied at the time the facility is occupied or activated. This same as-built information previously furnished must also be shown on the final set of as-built drawings at project completion.

1.10.10 Electronic File Use

Only personnel proficient in the preparation of CAD drawings shall be employed to modify the electronic contract drawings or prepare additional new electronic drawings. Additions and corrections to the contract drawings shall be equal in quality to that of the originals. Line work, line weights, lettering, layering conventions, and symbols shall be the same as the original line work, line weights, lettering, layering conventions, and symbols. If additional drawings are required, they shall be prepared using the specified electronic file format applying the same guidance specified for original drawings. Three dimensional (3D) elements shall be placed in files in their proper locations when using 3D files with spatially correct elements. If the Designer of Record used a different software than that requested by the Using Agency, the Designer of Record's files will be used for as-built purposes and then translated and/or exported, by the Contractor, to the Using Agency's system. The title block and drawing border to be used for any new final as-built drawings shall be identical to that used on the contract drawings.

Additions and corrections to the contract drawings shall be accomplished using CAD media files supplied by the Government. All work by the Contractor shall be done on files in the format in which they are provided. Translation of files to a different format, for the purpose of As-Built production, and then retranslating back to the format originally provided, will not be acceptable. The original electronic files provided by the Government will be provided in the format compatible with the Using Agency. The Using Agency uses Bentley Systems MicroStation Version CONNECT Edition CAD software system. The Contractor shall be responsible for providing all program files and hardware necessary to prepare final as-built drawings. The Contracting Officer will review final as-built drawings for accuracy and the Contractor shall make all required corrections, changes, additions, and deletions.

a. When final revisions have been completed, the cover sheet drawing shall show the wording "RECORD DRAWING AS-BUILT" followed by the name of the Contractor in letters at least 5 mm 3/16 inch high. All other contract drawings shall be marked in the bottom right-hand corner of each drawing either "AS-BUILT" drawing denoting no revisions on the sheet, or "REVISED AS-BUILT" denoting one or more revisions. As-Built drawings shall be dated with the Contract Completion Date in the revision block.

b. After receipt by the Contractor of the approved working as-built drawings and the original contract drawings files the Contractor shall, within 30 calendar days, make the final as-built submittal.

This submittal shall consist of 2 sets of completed final as-built drawings on separate media consisting of both CAD files (compatible with the Using Agency's system on electronic storage media identical

DOCUMENT 00 80 50.00 06 Page 9 to that supplied by the Government) and a full size set in PDF format and the return of the approved marked up working as-built drawings.

They shall be complete in all details and identical in form and function to the contract drawing files supplied by the Government. Any translations or adjustments necessary to accomplish this are the responsibility of the Contractor. The Government reserves the right to reject any drawing files it deems incompatible with its CAD system.

All paper drawings, drawing files and storage media submitted will become the property of the Government upon final approval. Failure to submit final as-built drawing files and marked drawings as specified shall be cause for withholding any payment due the Contractor under this contract. Approval and acceptance of final as-built drawings shall be accomplished before final payment is made to the Contractor.

1.11 NOT USED

1.12 NOT USED

1.13 NOT USED

1.14 KEY PERSONNEL, SUBCONTRACTORS AND OUTSIDE ASSOCIATES OR CONSULTANTS

In connection with the services covered by this contract, any in-house personnel, subcontractors, and outside associates or consultants will be limited to individuals or firms that were specifically identified and agreed to during negotiations. The Contractor shall obtain the Contracting Officer's written consent before making any substitution for these designated in-house personnel, subcontractors, associates, or consultants.

1.15 NOT USED

1.16 NOT USED

1.17 NOT USED

1.18 NOT USED

1.19 NOT USED

1.20 NOT USED

1.21 NOT USED

1.22 NOT USED

1.23 NO ASBESTOS - CONTAINING MATERIAL (ACM) CERTIFICATION

1.23.1 Construction Phase

Before final payment to the contractor, the contractor's project engineer/manager will sign and submit to the government, on the contracting firm's letterhead, a dated copy of the following statement:

I hereby certify that to the best of my knowledge no asbestos-containing material (ACM) was used as a building material during this project.

I understand that the building owner presumes that all materials marked "May Contain mineral fibers" are considered asbestos unless I either:

DOCUMENT 00 80 50.00 06 Page 10

(1) Have on file and have submitted to the Government the manufacturer's certification that the material does not contain asbestos, or

(2) Have supplied to the Government documentation to show that the material has been microscopically examined by an AIHA- or NVLAP-certified laboratory and the lab has determine that it that it does not contain asbestos."

1.24 BORROW SOILS

It is the responsibility of the Contractor to have any off site fill material certified that the fill material is suitable and meets environmental fill requirements, if applicable.The fill material shall be deemed suitable via sampling by an environmental engineering firm acceptable to the Contracting Officer's Representative (COR). This confirmation shall include obtaining and testing representative samples from the proposed borrow source.The engineering firm will submit certification of environmentally suitable material signed by a licensed professional engineer.This certification along with all proposed borrow sources, borrow materials, sampling and analysis plans and reports shall be deemed acceptable to the COR prior to transportation of borrow material to the site.

1. Under this contract, the intent is that all excavated soils are to be reused on-site to the greatest extent practicable and economically justified and the use of borrow from off-site sources shall be avoided to the greatest extent practicable and economically justified.

2. If reuse of all excavated soils is not practical for returning the MAT berm to existing conditions, soil must be placed on the face of the berm.

This soil must be used to increase the distance from wall to uprange face of berm. The ends and height of the berm must not increase from the pre-construction condition.

3. If borrow material is required and borrow is not available from the project site or the Government installation, the Contractor shall obtain borrow material from an off-site borrow source that has been approved by the Government.The action of acquiring borrow and transporting that material to the project shall have had the appropriate level of National Environmental Policy Act (NEPA) compliance activity performed and deemed acceptable.If the NEPA assessment has not evaluated the acquisition of borrow, then compliance with NEPA will need to be demonstrated through the preparation of a Record of Environmental Consideration (REC) or a Supplemental Environmental Assessment (EA). NEPA documents shall be prepared using an inter-disciplinary approach which will ensure the integrated use of the natural and social sciences and the environmental design arts (section 102(2)(A) of the Act). The disciplines of the preparers shall be appropriate to the scope and issues identified in the scoping process.

1.25 NOT USED

1.26 AVAILABILITY OF UTILITIES

1.26.1 Availability and Use of Utility Services

No utilties will be provided by the government.

DOCUMENT 00 80 50.00 06 Page 11

1.27 PARTNERING

In order to most effectively accomplish this contract, the government proposes to form a partnership with the contractor to develop a cohesive building team. It is anticipated that this partnership will involve Project Delivery Team members from the Corps of Engineers, Program Sponsor, facility user representatives, the Contractor, primary subcontractors and the designers. The partnership will draw upon the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, stays within budget and on schedule.

The Government encourages partnering to be initiated near the beginning of the Contract and endure through the life of the Contract. This partnership would be bilateral in membership and participation will be completely voluntary.

PART 2 PRODUCTS NOT USED

PART 3 EXECUTION NOT USED

PART 4 EXEMPTIONS AND CLARIFICATIONS

4.1 AT/OPSEC

1) The contractor and all associated subcontractors’ employees shall provide all information required for background checks to meet installation access requirements to be accomplished by Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. The contractor and all associated subcontractors’ employees shall also comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III), Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), the Real ID Act of 2005 and applicable installation, facility, and area commander installation/facility access and local security policies and procedures (provided by government representative). In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes. The Government may require monthly participation in the Installation Random Antiterrorism Program.

4.2 CONTRACTOR MANPOWER DATA REPORTING (CMRA)

The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract for the Army - USACE via a secure data collection site. The contractor is required to completely fill in all required data fields using the following web address: http://www.ecmra.mil/

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 2015. Contractors may direct questions to the help desk at

DOCUMENT 00 80 50.00 06 Page 12 help desk at: http://www.ecmra.mil/

4.3 Veterans Employment Emphasis for U.S. Army Corps of Engineers

In addition to complying with the requirements outlined in Sections 00 70 00 and 00 70 50 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 Services (VETS):

dol.gov/agencies/vets

Federal veteran employment information: www.fedshirevets.gov/index.aspx

Veterans’ Employment and Training Service (VETS): http://www.dol.gov/vets/

Veterans Opportunity to Work (VOW) Program: http://benefits.va.gov/vow/

U.S. Army Warrior Transition Command Employment Index:

wtc.army.mil/modules/employers/index.html

Hiring Our Heroes initiative:

www.uschamberfoundation.org/hiring-our-heroes

4.4 00 80 00.00 06

For paragraph 1.19, project nomenclature will be "Range 26 Moving Armor Target Wall". No project sponsor listed on sign.

For paragraph 1.23, follow traffic control laws for Monroe County, Wisconsin.

-- End of Section --

DOCUMENT 00 80 50.00 06 Page 13

SUBMITTAL REGISTRY

FOR

Range 26 Moving Armor Target Wall Ft McCoy

P2#: 520052

Ft McCoy, Wisconsin

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 1 PAGES

Range 26 Moving Armor Target Wall

00 80 50.00 06 SD-11 Closeout Submittals

1.9.4 GPreliminary (Working) As-Built

Drawings

1.9.1 GFinal As-Built Drawings

GCAD Working As-Built Drawings

1.9.3 GContour Map

01 20 00.00 06 SD-01 Preconstruction Submittals

G ROUtility Outage Requests

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

STATEMENT OF WORK

08/11

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Design Quality

1.1.3 Design Freedom

1.1.4 Demolition

1.1.5 Location

1.2 OCCUPANCY OF PREMISES

1.3 EXISTING WORK

1.4 VERIFICATION OF EXISTING UTILITIES

1.4.1 Location of Underground Utilities

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

STATEMENT OF WORK

08/11

PART 1 GENERAL

Provide all labor, equipment, supplies, and consultant services and all site investigations, surveys, analyses, sampling, testing, and verfication of existing field conditions as required for design and construction for this project to result in a complete and usable facility.

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work consists of the design, selective demolition and renovation of a Moving Armor Target (MAT) at Ft McCoy, WI.The project includes upgrading MAT wall from timber to concrete block and incidental related work. Refer to other sections of this Request for Proposal (RFP) for additional information.

Comply with the requirements contained in this RFP. The design and technical criteria contained and cited in this RFP establish minimum standards for design and construction quality. The objective of this solicitation is to obtain a durable and functional target wall complete and adequate for assignment.

The project includes construction of a concrete block gravity wall, associated foundation and all other necessary support. A sufficient number of concrete gravity blocks are present at Fort McCoy and will be used for the construction of this wall. Blocks will be provided at no cost to the contractor. Location of the stockpile of blocks is shown in Appendix A.

1.1.2 Design Quality

The main objectives of this solicitation are to obtain a concrete block MAT wall including associated site development within funds available, and to maximize design and materials quality. Design and materials quality is achieved through the integration of utility systems on the site, selection of systems for low-cost maintenance and operation, and an overall balance of standards and functionality within the parameters provided herein.

1.1.3 Design Freedom

Requirements stated and illustrated in this RFP are minimums. Innovative, creative, or cost-saving proposals which meet or exceed these requirements are encouraged and will be considered during the design charette and design submittal reviews. The site drawings included in this RFP represent functional needs and range design standards for the project. Site plans may change with Government approval to enhance design, comply with codes, incorporate options, include betterments, or support constructability.

1.1.4 Demolition

This project requires the demolition of existing timber pile retaining

SECTION 01 11 00 Page 2 wall. Portions of the existing berm, target track and service trail will potentially require demolition in order to construct the new wall. Berm material must be stockpiled on-site for reuse. Target track system must be stored on-site for reinstallation. Existing electrical equipment must be removed, protected and reinstalled on new wall. Contractor is responsible for returning the target to preconstruction condition post wall construction. Reconstruction work to include reinstallation of target componentry removed for wall construction.

1.1.5 Location

The work location is at Range 26 at Ft McCoy Army Installation, approximately as indicated. The exact location is shown in Appendix A.

1.2 OCCUPANCY OF PREMISES

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.3 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.4 VERIFICATION OF EXISTING UTILITIES

1.4.1 Location of Underground Utilities

Obtain digging permits prior to start of excavation. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated to be removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made. Notify the Contracting Officer at least 48 hours prior to starting excavation work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

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SECTION 01 11 00 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 01

STATEMENT OF WORK CIVIL SITE

01/19

PART 1 GENERAL

1.1 SITE PLANNING AND DESIGN

1.1.1 General

1.1.1.1 Construction Access Security

1.1.1.2 Construction Limitations

1.1.1.3 Demolition

1.1.2 Anti-Terrorism and Force Protection

1.1.3 Site Structures and Amenities

1.1.3.1 MAT Wall

1.1.4 SITE ENGINEERING

1.1.4.1 Topographical Survey

1.1.4.2 Military Munitions

1.1.4.3 Site Topographical Description

1.1.4.4 Geotechnical Condition

1.1.4.4.1 Geotechnical Evaluation Report

1.1.4.4.2 Dewatering

1.1.4.4.3 Soil Borings

1.1.4.4.4 Soil Compaction and Foundation Excavation

1.1.4.4.5 Independent Testing

1.1.4.5 Utility Information

1.1.4.5.1 Utilities

1.1.4.5.2 Electrical

1.1.4.6 Earthwork

1.1.4.6.1 Grading.

1.1.4.7 Borrow Material

1.1.4.8 Excess Spoil Removal

1.1.4.9 Haul Routes and Staging Areas

1.1.4.10 Clearing and Grubbing

1.1.4.11 Seeding

1.1.4.11.1 Satisfactory Stand of Turf

1.1.4.11.2 Maintenance During Establishment Period

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 01 Page 1

SECTION 01 11 01

STATEMENT OF WORK CIVIL SITE

01/19

PART 1 GENERAL

1.1 SITE PLANNING AND DESIGN

1.1.1 General

The project site is located at Range 26 at Ft McCoy, WI.

1.1.1.1 Construction Access Security

See Appendix A Drawings for conceptual site plans, photographs of existing wall, wall details and project location.

1.1.1.2 Construction Limitations

Refer to the conceptual site plans within Appendix A for further construction limitations.

1.1.1.3 Demolition

Refer to the conceptual plans within Appendix A. Demolition may include any underground structures not shown on the plans, but encountered during construction. Upon encountering any such structures, appropriate measures shall be taken to ensure safe removal without contamination of the site.

Contractor shall provide compacted fill as required. Refer to Appendix A , Concept Plans for demolition requirements.

Demolition shall include, but not be limited to, existing timber pile MAT wall. Demolished timber pile wall components must be disposed in an approved landfill. Portions of existing berm, target equipment and electrical equipment will potentially require temporary removal in order to construct new wall. Existing berm material must be stockpiled on-site for reinstallation at completion of the wall. The existing target and electrical equipment must be protected and reinstalled at completion of the wall. The existing utility services must remain and be protected during construction. Contractor shall provide structural fill as required.

1.1.2 Anti-Terrorism and Force Protection

The site shall be designed to be compliant with UFC 4-010-01 Dod Minimum Antiterrorism Standards for Buildings, with Change 1.

1.1.3 Site Structures and Amenities

1.1.3.1 MAT Wall

New concrete block gravity wall must be constructed in same location and to same top elevation of existing timber pile wall. Details of wall are provided in Appendix A. Ft McCoy owns sufficient concrete blocks for the proposed wall. Blocks owned by Ft McCoy will be provided at no cost to the contractor. Area of disturbance estimated to be less than 1 acre.

SECTION 01 11 01 Page 2

Contractor is required to reinstall target track, berm, electrical equipment, target trail or any other target component removed or damaged during construction. Pre-construction survey data must be used to install at same location and elevation as pre-construction condition.

1.1.4 SITE ENGINEERING

1.1.4.1 Topographical Survey

A three dimensional digital topographic survey of the site must be completed prior to any demolition. Existing berm, target track and wall elevation and alignment must be surveyed in order to return to existing conditions post demolition.

1.1.4.2 Military Munitions

U.S. Army Engineering and Support Center Huntsville was consulted during the development of the scope of work. There is a low risk of finding Unexploded Ordinance (UXO) in the construction footprint. However, since there is potential risk of encountering UXO on any military installation, all personnel working on-site must attend a UXO safety briefing provided by Fort McCoy Range Operations prior to accessing the site.

All on-site personel must complete 3 Rs training. Training is located at https://3rs.mil/.

In the event that an object resembling military munitions is discovered during construction activities, construction contractor personnel should stop work in the immediate vicinity of the discovery and immediately contact Fort McCoy Range Operations to investigate the item. Should a suspect discovery be confirmed to contain an expolsive hazard, Fort McCoy Range Operations will coordinate any required removal or destruction of the item(s), during which time construction contractor personnel will be required to maintain a safe distance from the item(s) as specified by Fort McCoy Range Operations.

1.1.4.3 Site Topographical Description

The site is currently an active range. Topography is generally flat with existing targets and service trails.

1.1.4.4 Geotechnical Condition

The soil conditions in the following paragraph describe soil conditions encountered within Fort McCoy, Wisconsin, near the project and are not necessarily definative of project site conditions. Water encountered within Fort McCoy, Wisconsin, varies from shallow to deep. Additionally, Previous project strata within the vicinity include Sands with varying silt content and have generally classified as Poorly-graded Sands (SP), Poorly-graded Sands with Silt (SP-SM), and Silty Sand (SM).

1.1.4.4.1 Geotechnical Evaluation Report

No geotechnical investigations have been performed to characterize the subsurface conditions at the project site. A final geotechnical evaluation report shall be prepared by the Contractor's licensed geotechnical engineer and submitted along with the first foundation design submittal.

The geotechcnial engineer shall have a minimum of 3 years experience. This report shall summarize the subsurface conditions; provide requirements for

SECTION 01 11 01 Page 3 the design of appropriate foundations, floor slabs, retaining walls, embankments, and pavements. The Contractor's Geotechnical Report shall specify the type foundation system to be used, lateral load resistance capacities for foundation systems, allowable bearing elevations for footings, grade beams, slabs, etc. An assessment of post-construction settlement potential including total and differential shall be provided.

Requirements regarding lateral earth pressures (active, at-rest, passive) to be used in the design of retaining walls shall be provided. The report shall include the required spectral accelerations and Site Class for seismic design along with an evaluation of any seismic hazards and requirements for mitigation, if necessary. Calculations shall be included to support the requirements for bearing capacity, settlement, and pavement sections. Supporting documentation shall be included for all required design parameters such as Site Class, shear strength, earth pressure coefficients, friction factors, subgrade modulus, California Bearing Ratio (CBR), etc. In addition, the report shall provide earthwork requirements, expected frost penetration, expected groundwater levels, requirements for dewatering and groundwater control, possible presence of any surface or subsurface features that may affect the construction of the project such as sinkholes, boulders, shallow rock, old fill, old structures, soft areas, or unusual soil conditions.

The Design-Build (DB) Contractor and the professional geotechnical engineer consultant shall certify in writing that the design of the project has been developed consistent with the Contractor's final Geotechnical Report. The certification shall be stamped by the consulting professional geotechnical engineer and shall be submitted with the first design submission. If revisions are made to the initial design submission, a new certification shall be provided with the final design submission.

1.1.4.4.2 Dewatering

The report shall determine project dewatering requirements. If temporary construction dewatering is required due to a high water table, the Contractor shall prepare and present a dewatering plan. The Contractor shall be responsible for securing all the required information necessary for the design of the system.

1.1.4.4.3 Soil Borings

Any soil borings shall be sampled with a splitspoon sampler in accordance with American Standard Testing and Materials (ASTM) D-1586, with samples visually classified at 1.5 foot intervals in accordance with the Unified Soil Classification System (ASTM D 2487). The depth to water shall be recorded. If shallow water is encountered, the depth to water shall be recorded at the end of drilling and 24 hours after drilling. Standard Penetration Blow counts shall be recorded. A dated drilling log shall be provided for each boring drilled. Soils information obtained from field logs, laboratory tests and geologist's logs shall be presented on the contract drawings in the form of boring plan, final boring logs and explanatory notes.

1.1.4.4.4 Soil Compaction and Foundation Excavation

Soil Compaction shall be achieved by equipment approved by a professional geotechnical engineer. Material shall be moistened or aerated as necessary to provide the moisture content that shall readily facilitate obtaining

SECTION 01 11 01 Page 4 the compaction specified with the equipment used. Each layer of fill placement shall be no greater than 8 inches thick. Compact each layer to not less than the percent of maximum density specified in Table 1-1, determined in accordance with ASTM D-1557.

Table 1-1 Soil Compaction Foundations 95 % Concrete Work and Pavements 95% Landscaping 85% Berm Wall Backfill DOR to determine required compaction

The requirements shall be verified or modifications recommended by the Contractor's consulting professional geotechnical engineer in the report whenever engineering, soils or climatic factors indicate the necessity.

Any modifications to the stated compaction requirements shall require approval from the COR.

Subgrade suitability (by proof rolling operations), fill placement, and compaction operations shall be observed and tested on a full time basis by a qualified independent testing agency as directed by the Contractor's geotechnical engineer. In-place field density shall be verified in accordance with the design-phase geotechnical recommendations and appropriate ASTM methodologies. The rate of in-place field density testing shall be specified in the earthwork specification. Representative Optimum Moisture and Laboratory Maximum Density Tests shall be made for each type of material or source of material. Upon completion of all earthwork, the contractor's geotechnical engineer shall certify in writing that the fill was placed in accordance with the design-phase geotechnical recommendations and provide the backup data including but not limited to:

Proctor curves (moisture/density relationship), moisture content test results, Atterberg limits, field density checks, sieve analysis, etc.

Testing locations and elevations for all results shall be documented so that their location can be substantiated and relocated if necessary. The Contractor's QC plan shall detail these testing requirements and outline the plan to report the testing results.

During construction, all foundation excavations shall be inspected and approved by the Contractor's geotechnical engineer prior to placing concrete.

1.1.4.4.5 Independent Testing

A qualified independent testing agency shall observe and test subgrade suitability (by proof rolling operations), fill placement and compaction operations on a full time basis as directed by the Contractor's project Geotechnical Engineer.

1.1.4.5 Utility Information

1.1.4.5.1 Utilities

Utility work includes temporary removal of existing electrical equipment from area of work and reconnection of electrical components to new wall.

1.1.4.5.2 Electrical

See specifiction section 01 11 06 Electrical.

SECTION 01 11 01 Page 5

1.1.4.6 Earthwork

1.1.4.6.1 Grading.

Grades must be returned to existing conditions. Wall location and height must match existing conditions. Berm height and width must be returned to existing dimensions at the completion of the wall construction.

1.1.4.7 Borrow Material

Cut and fill volumes for the site shall be balanced by the designer to the best of their ability.