W912QR21R0024-0001.pdf

PDF 10 MB Posted Mar 11, 2021

Attached to: Construction of Target Structure at Ft. Knox Federal contract opportunity
Solicitation number: W912QR21R0024
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

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Written by GovTribe AI · Dec 28, 2023

This solicitation requests proposals for the construction of a training target structure at Fort Knox, Kentucky. The U.S. Army Corps of Engineers Louisville District will issue a request for proposal to construct an uninhabited training facility for specialized sustainment training. The facility will include cast in place or BTRF walls, roofs, interior walls, and support facilities to allow repetitive breaching training. The firm-fixed price contract value is anticipated to be between $10-25 million. Proposals will be evaluated on a best value trade off basis considering past performance, technical, small business participation, and price factors. The base period of performance is 720 calendar days from notice to proceed. Offerors must have active System for Award Management registration to be eligible for award.

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Other files attached to Construction of Target Structure at Ft. Knox, newest first.
File	Type	Posted
W912QR21R0024Specs-0004.pdf	PDF	Mar 26, 2021
W912QR21R0024Plans-0004.pdf	PDF	Mar 26, 2021
W912QR21R0024_Plans-0003.pdf	PDF	Mar 23, 2021
W912QR21R0024_Specs-0003.pdf	PDF	Mar 23, 2021
W912QR21R0024_Specs-0002.pdf	PDF	Mar 18, 2021
W912QR21R0024_Plans-0002.pdf	PDF	Mar 18, 2021
W912QR21R0024_Photos-0002.pdf	PDF	Mar 18, 2021
W912QR21R0024Specs-0000.pdf	PDF	Feb 24, 2021
W912QR21R0024Plans-0000.pdf	PDF	Feb 24, 2021

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CIVIL/OPS/ENVIRONMENTAL BR

ATTN: MARCEL D HULL

600 DR M L KING JR PL RM 821

LOUISVILL KY 40202-2236

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Solicitation W912QR21R0024 for the Constrruction of a Target Training Structure at Fort Knox, KY is hereby amended as follow s:

SEE ATTACHED SUMMARY OF CHANGES AMDT 0001

1. CONTRACT ID CODE PAGE OF PAGES

1 15

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912QR21R0024

X 9B. DATED (SEE ITEM 11)

24-Feb-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

11-Mar-2021

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE 964860

FACILITY CODECODE

EMAIL:TEL:

W912QR21R0024-0001

W912QR21R0024

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

SUMMARY OF CHANGES AMDT 0001

A. The Pre-Proposal Site Visit Roster and corresponding Site Visit Presentation are attached herein.

B. The following WAGE DETERMINATIONS are hereby revised and replaced in their entirety:

Wage Determination KY20210070 (Heavy), Modification 1, Dated 19 February 2021, is hereby replaced by KY20210070, Modification 2, Dated 5 March 2021 and must be adhered to.

Wage Determination KY20210091 (Building), Modification 2, Dated 12 February 2021, is hereby replaced by KY20210091, Modification 3, Dated 5 March 2021 and must be adhered to.

C. The following SPECIFICATION SECTION is hereby revised and replaced in its entirety:

01 50 00 – Temporary Construction Facilities and Controls

D. The following DRAWINGS have been revised and replaced in their entirety:

VA101 – Contractor Work Limits and Aerial Photography

S-003 – First Floor Charge Locations in Plan View

S-106 – Third Floor Framing Plan

E. The proposal due date remains 26 March 2021 at 1:00 PM Eastern Time (ET).

F. All other terms and conditions remain unchanged.

“The views, opinions and findings contained in this report are those of the authors(s) and should not be construed as an official Department of the Army position, policy or decision, unless so designated by other official documentation.”

CONSTRUCTION OF THE SOF TARGET

TRAINING STRUCTURE

FORT KNOX, KENTUCKY

W912QR21R0024

SITE VISIT

5 March 2021

OPENING REMARKS

Welcome to Fort Knox

Nick Bibelhauser, P.E.

Fort Knox Resident Engineer

ADMINISTRATIVE ANNOUNCEMENTS

• Please turn off all cell phones

• No recording

• Emergency information

• Posting of briefing

• Purpose of Site Visit Meeting

• Information in this presentation is for informational purposes only and is not/will not be contractually binding. Review the solicitation and amendments for any revisions.

AGENDA

• Project Specific Overview

• Procurement Process

QUESTIONS

• Technical inquiries and questions are to be submitted via Bidder Inquiry in ProjNet at http://www.ProjNet.org/ProjNet .

• To submit and review bid inquiry items, bidders will need to be a current registered user or self-register into system.

The Solicitation Number is: W912QR21R0024 The Bidder Inquiry Key is: Z4X9V3-Y6CHR2

SCOPE OF PROJECT

• Construction of SOF Training Target Structure

• Base bid and 6 options included

CURRENT PROJECT SCHEDULE TARGET

MILESTONES

Advertisement Period Begins 24 FEB 2021 Offerss Due 26 MAR 2021 Contract Award TBD

PROCUREMENT PROCESS

Marcel Hull Contract Specialist

Email: Marcel.D.Hull@usace.army.mil

***Note: Information in this presentation is for informational purposes only and is not/will not be contractually binding.

Review the solicitation and amendments for any revisions***

THE PROCUREMENT PROCESS

• Project is a Design-Bid-Build (DBB) Request for Proposal

(RFP).

• Project is a Full and Open procurement.

• Project award will be made on a “Best Value Trade-off” as described in the evaluation criteria.

• The Source Selection Evaluation Board (SSEB) evaluates contractors’ proposals based on specific factors which are defined in the RFP Package.

OBTAINING THE AMENDMENT

DOCUMENTS

• Any amendments issued to the RFP will only be posted on beta.sam.gov.

• Current Due Date – 26 MAR 2021 at 1:00 PM.

Proposals must be submitted on time.

The Louisville District is in the Eastern time zone.

REQUEST FOR INFORMATION (RFI)

• Instructions for submitting RFIs are included in the solicitation.

• RFIs for this project will be received and answered through the Projnet system: www.projnet.org Any RFIs submitted directly to the project team will not receive a response, and will be directed to the Projnet system.

• Projnet Bidder Key, is used to post your RFIs for the project.

The Solicitation Number: W912QR21R0024 The Bidder Inquiry Key: Z4X9V3-Y6CHR2

• Requests for Information and their responses will be available for public review through Projnet.

SITE PHOTOS

Range 4 Office Looking NW

Across the street from Range 4 Office Looking W

Access road to range 5 Looking NW

Electric Line Routing Looking NW

Sample Growth for Utility Routing

Near VSS Pole #3 location looking toward structure location

Near structure location looking toward VSS Pole #3 location

Near structure location looking NW

Near VSS Pole #2 Location looking toward structure

Just west of structure area looking east

Near VSS Pole #1 Looking NW

SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS

The following have been modified:

WAGE DETERMINATION

General Decision Number: KY20210070 03/05/2021

Superseded General Decision Number: KY20200070

State: Kentucky

Construction Type: Heavy

County: Hardin County in Kentucky.

HEAVY CONSTRUCTION PROJECTS (including sewer/water construction).

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.95 for calendar year 2021 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.95 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2021. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/01/2021 1 02/19/2021 2 03/05/2021

CARP0064-007 04/01/2020

Rates Fringes

CARPENTER (Form Work Only).......$ 29.81 19.96

* ELEC0369-008 05/26/2020

Rates Fringes

ELECTRICIAN......................$ 33.21 17.85

ENGI0181-024 07/01/2020

Rates Fringes

POWER EQUIPMENT OPERATOR

GROUP 1.....................$ 33.95 17.25

GROUP 2.....................$ 31.09 17.25

GROUP 4.....................$ 30.77 17.25

OPERATING ENGINEER CLASSIFICATIONS

GROUP 1 - Crane; Drill; Pumpcrete

GROUP 2 - Bobcat/Skid Steer/Skid Loader; Concrete Pump

GROUP 4 - Oiler; Pump

Operators on cranes with booms 150 feet and over (including jib) shall receive $1.00 above Group 1 rate; 250 feet and over including jib shall receive $1.50 above Class 1 rate.

Combination Rate: All crane operators operating cranes, where the length of the boom in combination with the length of the piling leads equal or exceeds 150 feet, shall receive $1.00 above the Group 1 rate.

Employees assigned to work below ground level are to be paid 10% above basic wage rate. This does not apply to open cut work.

IRON0070-001 06/01/2020

Rates Fringes

IRONWORKER (ORNAMENTAL AND

REINFORCING).....................$ 30.42 23.15

LABO0265-014 05/01/2015

Rates Fringes

LABORER

Concrete Saw (Hand Held/Walk Behind)...........$ 28.89 9.85 Flagger.....................$ 28.72 9.85

LABO0576-002 07/01/2020

LABORER

Concrete Finishing..........$ 25.54 14.24 Concrete Worker.............$ 24.64 14.24

* UAVG-KY-0005 01/01/2019

Rates Fringes

OPERATOR: Forklift..............$ 31.43 15.75

SUKY2011-026 06/25/2014

Rates Fringes

IRONWORKER, STRUCTURAL...........$ 25.46 17.49

LABORER: Common or General......$ 16.18 10.43

LABORER: Pipelayer..............$ 18.56 4.50

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 20.85 5.00

OPERATOR: Bulldozer.............$ 25.35 16.74

OPERATOR: Loader................$ 26.50 13.00

OPERATOR: Mechanic..............$ 25.81 13.00

OPERATOR: Roller................$ 23.39 13.00

OPERATOR: Trencher..............$ 26.34 12.58

TRUCK DRIVER: Dump Truck........$ 16.80 4.06

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor

200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

General Decision Number: KY20210091 03/05/2021

Superseded General Decision Number: KY20200091

State: Kentucky

Construction Type: Building

County: Hardin County in Kentucky.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Modification Number Publication Date 0 01/01/2021 1 01/15/2021 2 02/12/2021 3 03/05/2021

BOIL0040-001 03/01/2018

Rates Fringes

BOILERMAKER......................$ 35.10 27.56

* ELEC0369-015 05/26/2020

ELECTRICIAN......................$ 33.21 17.85

ENGI0181-054 07/01/2020

Rates Fringes

POWER EQUIPMENT OPERATOR

(Drill)..........................$ 33.58 17.25

ENGI0181-079 07/01/2020

Rates Fringes

POWER EQUIPMENT OPERATOR

(Loader).........................$ 33.58 17.25

ENGI0181-081 07/01/2020

Rates Fringes

POWER EQUIPMENT OPERATOR

(Crane)..........................$ 33.58 17.25

CRANES WITH BOOM 150 FEET & OVER, INCLUDING JIB, SHALL

RECEIVE $.75 ABOVE THE WAGE RATE; 250 FEET AND OVER,

INCLUDING JIB, SHALL RECEIVE $1.50 ABOVE THE WAGE RATE.

ALL CRANES WITH PILING LEADS WILL RECEIVE $.50 ABOVE THE

WAGE, REGARDLESS OF BOOM LENGTH.

ENGI0181-082 07/01/2020

Rates Fringes

POWER EQUIPMENT OPERATOR

(Forklift).......................$ 33.58 17.25

ENGI0181-093 07/01/2020

Rates Fringes

POWER EQUIPMENT OPERATOR

(Oiler)..........................$ 28.20 17.25

IRON0044-017 06/01/2020

Rates Fringes

IRONWORKER, ORNAMENTAL...........$ 30.47 21.20

IRON0070-014 06/01/2020

Rates Fringes

IRONWORKER (Structural and

Reinforcing).....................$ 30.42 23.15

LABO0576-012 07/01/2020

Rates Fringes

LABORER (Mason Tender - Cement/Concrete).................$ 20.72 11.40

LABO0576-018 07/01/2020

Rates Fringes

LABORER (Power Tool Operator)....$ 20.72 11.40

PLUM0502-006 08/01/2020

Rates Fringes

PLUMBER..........................$ 34.37 23.33

PLUM0502-019 08/01/2020

Rates Fringes

PIPEFITTER.......................$ 34.37 23.33

SFKY0669-001 01/01/2021

Rates Fringes

SPRINKLER FITTER (Fire Sprinklers)......................$ 36.63 22.07

SHEE0110-005 12/01/2020

Rates Fringes

SHEET METAL WORKER (Includes HVAC Duct Installation)..........$ 33.13 23.07

* UAVG-KY-0019 01/01/2019

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR........................$ 28.60 16.62

SUKY2015-030 06/02/2015

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR........................$ 26.83 12.67

BRICKLAYER.......................$ 24.24 8.25

CARPENTER (Acoustical Ceiling Installation Only)...............$ 25.77 7.40

CARPENTER (Drywall Hanging and Metal Stud Installation Only)............................$ 21.72 13.52

CARPENTER (Floor Laying-Vinyl Only)............................$ 29.99 1.32

CARPENTER (Form Work Only).......$ 22.19 12.25

CARPENTER, excludes Acoustical Ceiling Installation, Drywall Hanging and Metal Stud Installation, Formwork and Floor Laying - Vinyl............................$ 23.54 9.10

CEMENT MASON/CONCRETE FINISHER...$ 20.21 9.70

LABORER: Common or General......$ 18.86 5.22

LABORER: Mason Tender - Brick...$ 19.24 3.79

LABORER: Pipelayer..............$ 20.36 9.90

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 24.35 13.00

OPERATOR: Bulldozer.............$ 21.49 3.84

OPERATOR: Paver (Asphalt, Aggregate, and Concrete).........$ 22.52 4.00

OPERATOR: Roller................$ 23.60 12.65

PAINTER (Brush and Roller).......$ 20.83 11.84

PAINTER: Spray..................$ 22.81 11.87

ROOFER...........................$ 20.61 5.12

TILE FINISHER....................$ 15.42 5.63

TILE SETTER......................$ 22.64 6.10

TRUCK DRIVER: Dump Truck........$ 23.60 8.03

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Union Rate Identifiers

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

(End of Summary of Changes)

P2 477836 SOF Training Target Structure Ft Knox, KY

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

05/18

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 CONSTRUCTION SITE PLAN

PART 2 PRODUCTS

2.1 TEMPORARY SIGNAGE

2.1.1 Bulletin Board

2.1.2 Project Identification Signs

2.1.3 Warning Signs

2.2 TEMPORARY TRAFFIC CONTROL

2.2.1 Haul Roads

2.2.2 Barricades

2.3 FENCING

2.3.1 Polyethylene Mesh Safety Fencing

2.3.2 Chain Link Panel Fencing

2.4 TEMPORARY WIRING

PART 3 EXECUTION

3.1 EMPLOYEE PARKING

3.2 TEMPORARY BULLETIN BOARD

3.3 AVAILABILITY AND USE OF UTILITY SERVICES

3.3.1 Temporary Utilities

3.3.2 Sanitation

3.3.3 Telephone

3.3.4 Obstruction Lighting of Cranes

3.3.5 Fire Protection

3.4 TRAFFIC PROVISIONS

3.4.1 Maintenance of Traffic

3.4.2 Protection of Traffic

3.4.3 Dust Control

3.5 CONTRACTOR'S TEMPORARY FACILITIES

3.5.1 Administrative Field Offices

3.5.2 Storage Area - NOT USED

3.5.3 Supplemental Storage Area - NOT USED

3.5.4 Appearance of Trailers

3.5.5 Maintenance of Storage Area

3.5.6 Security Provisions

3.5.7 Weather Protection of Temporary Facilities and Stored Materials

3.5.7.1 Building and Site Storm Protection

3.6 GOVERNMENT FIELD OFFICE

3.6.1 Resident Engineer's Office

3.7 PLANT COMMUNICATIONS

SECTION 01 50 00 Page 1

*****AMDT 0001*****

3.8 TEMPORARY PROJECT SAFETY FENCING

3.9 CLEANUP

3.10 RESTORATION OF STORAGE AREA

-- End of Section Table of Contents --

SECTION 01 50 00 Page 2

SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

05/18

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.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

TIA 17-3; TIA 17-4; TIA 17-5; TIA 17-6;

TIA 17-7; TIA 17-8; TIA 17-9; TIA 17-10;

TIA 17-11; TIA 17-12; TIA 17-13; TIA

17-14; TIA 17-15; TIA 17-16; TIA 17-17 )

National Electrical Code

NFPA 241 (2019) Standard for Safeguarding Construction, Alteration, and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. FEDERAL AVIATION ADMINISTRATION (FAA)

FAA AC 70/7460-1 (2015; Rev L) Obstruction Marking and Lighting

U.S. FEDERAL HIGHWAY ADMINISTRATION (FHWA)

MUTCD (2015) Manual on Uniform Traffic Control Devices

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. Submit the following in accordance with Section 01 33 00.00 06 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Site Plan; G

Traffic Control Plan; G

SECTION 01 50 00 Page 3

1.3 CONSTRUCTION SITE PLAN

Prior to the start of work, submit a site plan showing the locations and dimensions of temporary facilities (including layouts and details, equipment and material storage area (onsite and offsite), and access and haul routes, avenues of ingress/egress to the fenced area and details of the fence installation. Identify any areas which may have to be graveled to prevent the tracking of mud. Indicate if the use of a supplemental or other staging area is desired. Show locations of safety and construction fences, site trailers, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas.

PART 2 PRODUCTS

2.1 TEMPORARY SIGNAGE

2.1.1 Bulletin Board

Coordinate requirements with LRL Section 01 35 26.00 06 GOVERNMENTAL SAFETY

REQUIREMENTS.

2.1.2 Project Identification Signs - NOT USED

2.1.3 Warning Signs

Post temporary signs, tags, and labels to give workers and the public adequate warning and caution of construction hazards according to the EM 385-1-1 Section 04. Attach signs to the perimeter fencing every 150 feet warning the public of the presence of contruction hazards. Signs must require unauthorized persons to keep out of the construction site. Correct the data required by safety signs daily.

2.2 TEMPORARY TRAFFIC CONTROL

2.2.1 Haul Roads

Contractor shall utilize existing haul roads constructed at the project site. Contractor is responsible for maintenance of these haul roads including providing dust control measures and repair of roads damaged by Contractor vehicle access. Conractor shall abide by all traffic provisions established at the project site including maintaining a speed limit of 10 mph when travelling through the precast yard.

Material excavated from the project site may be utilized to maintain haul roads as appropriate. Any excess material can be stockpiled in the spoil area identified on G-004 of the contract drawings.

2.2.2 Barricades

There are numerous existing barricades at the project site. If existing barricades do not adequately limit public access to hazardous areas, erect and maintain temporary barricades. Securely place barricades clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.

SECTION 01 50 00 Page 4

2.3 FENCING

Provide fencing along the construction site and at all open excavations and tunnels to control access by unauthorized personnel. Safety fencing must be highly visible to be seen by pedestrians and vehicular traffic.

Specific fencing requirements are as described herein. All fencing will meet the requirements of EM 385-1-1.

2.3.1 Polyethylene Mesh Safety Fencing

Temporary safety fencing must be a high visibility orange colored, high density polyethylene grid, a minimum of 48 inches high and maximum mesh size of 2 inches. Fencing must extend from the grade to a minimum of 48 inches above the grade and be tightly secured to T-posts spaced as necessary to maintain a rigid and taut fence. Fencing must remain rigid and taut with a minimum of 200 pounds of force exerted on it from any direction with less than 4 inches of deflection.

2.3.2 Chain Link Panel Fencing

Temporary panel fencing must be galvanized steel chain link panels 6 feet high. Multiple fencing panels may be linked together at the bases to form long spans as needed. Each panel base must be weighted down using sand bags or other suitable materials in order for the fencing to withstand anticipated winds while remaining upright. Fencing must remain rigid and taut with a minimum of 200 pounds of force exerted on it from any direction with less than 4 inches of deflection.

2.4 TEMPORARY WIRING

Provide temporary wiring in accordance with EM 385-1-1 Section 11, NFPA 241 and NFPA 70. Include monthly inspection and testing of all equipment and apparatus.

PART 3 EXECUTION

3.1 EMPLOYEE PARKING

Construction contract employees will park privately owned vehicles in an area designated by the Contracting Officer. This area will be within reasonable walking distance of the construction site. Employee parking must not interfere with existing and established parking requirements of the overall project site.

3.2 TEMPORARY BULLETIN BOARD

Locate the bulletin board at the project site in a conspicuous place easily accessible to all employees, as approved by the Contracting Officer.

3.3 AVAILABILITY AND USE OF UTILITY SERVICES

3.3.1 Temporary Utilities

Provide temporary utilities required for construction. Materials may be new or used, must be adequate for the required usage, not create unsafe conditions, and not violate applicable codes and standards.

SECTION 01 50 00 Page 5

3.3.2 Sanitation

a. Provide and maintain within the construction area minimum field-type sanitary facilities approved by the Contracting Officer and periodically empty wastes into a municipal, district, or station sanitary sewage system, or remove waste to a commercial facility.

Obtain approval from the system owner prior to discharge into any municipal, district, or commercial sanitary sewer system. Any penalties or fines associated with improper discharge will be the responsibility of the Contractor. Coordinate with the Contracting Officer and follow station regulations and procedures when discharging into the station sanitary sewer system. Maintain these conveniences at all times. Include provisions for pest control and elimination of odors. Government toilet facilities will not be available to Contractor's personnel.

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3.3.3 Telephone

Telephone service will not be provided by the Government and cellular service is extremely limited to non-existent in the general area. It is anticipated that 2-way radios will be necessary for the field personnel to communicate amongst one another. Additionally, a 2-way radio will be provided to Contractor personnel that will be able to contact range control in case of a medical emergency. Also, satellite internet service will likely be needed for communications in the contractor's trailer but is not required.

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3.3.4 Obstruction Lighting of Cranes

Provide a minimum of 2 aviation red or high intensity white obstruction lights on temporary structures (including cranes) over 100 feet above ground level. Light construction and installation must comply with FAA AC 70/7460-1. Lights must be operational during periods of reduced visibility, darkness, and as directed by the Contracting Officer.

3.3.5 Fire Protection

Provide temporary fire protection equipment for the protection of personnel and property during construction. Remove debris and flammable materials daily to minimize potential hazards.

3.4 TRAFFIC PROVISIONS

3.4.1 Maintenance of Traffic

a. Conduct operations in a manner that will not close any thoroughfare or interfere in any way with traffic on railways or highways except with written permission of the Contracting Officer at least 15 calendar days prior to the proposed modification date, and provide a Traffic Control Plan detailing the proposed controls to traffic movement for approval.

The plan must be in accordance with State and local regulations and the MUTCD, Part VI. Contractor may move oversized and slow-moving vehicles to the worksite provided requirements of the highway authority have been met.

SECTION 01 50 00 Page 6

b. Conduct work so as to minimize obstruction of traffic, and maintain traffic on at least half of the roadway width at all times. Obtain approval from the Contracting Officer prior to starting any activity that will obstruct traffic.

c. Provide, erect, and maintain, at contractors expense, lights, barriers, signals, passageways, detours, and other items, that may be required by the Life Safety Signage, overhead protection authority having jurisdiction.

3.4.2 Protection of Traffic

Maintain and protect traffic on all affected roads during the construction period except as otherwise specifically directed by the Contracting Officer. Measures for the protection and diversion of traffic, including the provision of watchmen and flagmen, erection of barricades, placing of lights around and in front of equipment the work, and the erection and maintenance of adequate warning, danger, and direction signs, will be as required by the State and local authorities having jurisdiction. Protect the traveling public from damage to person and property. Minimize the interference with public traffic on roads selected for hauling material to and from the site. Investigate the adequacy of existing roads and their allowable load limit. Contractor is responsible for the repair of any damage to roads caused by construction operations.

3.4.3 Dust Control

Dust control methods and procedures must be approved by the Contracting Officer. Coordinate dust control methods with LRL Section 01 57 19.00 06

TEMPORARY ENVIRONMENTAL CONTROLS AND PERMITS.

3.5 CONTRACTOR'S TEMPORARY FACILITIES

Contractor-owned or -leased trailers must be identified by Government assigned numbers. Apply the number to the trailer within 14 calendar days of notification, or sooner, if directed by the Government. Temporary facilities will meet requirements as identified in EM 385-1-1 Section 04.

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3.5.1 Administrative Field Offices

Provide and maintain administrative field office facilities at the location designated on the contract drawings. Government office and warehouse facilities will not be available to the Contractor's personnel.

3.5.2 Storage Area - NOT USED

3.5.3 Supplemental Storage Area - NOT USED

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3.5.4 Appearance of Trailers

a. Trailers which are rusted, have peeling paint or are otherwise in need of repair will not be allowed on Installation property. Trailers must present a clean and neat exterior appearance and be in a state of good repair.

SECTION 01 50 00 Page 7

b. Paint using suitable paint and maintain the temporary facilities.

Failure to do so will be sufficient reason to require their removal.

3.5.5 Maintenance of Storage Area

a. Keep fencing in a state of good repair and proper alignment. Grassed or unpaved areas, which are not established roadways, and will be traversed with construction equipment or other vehicles, will be covered with a layer of gravel as necessary to prevent rutting and the tracking of mud onto paved or established roadways, should the Contractor elect to traverse them with construction equipment or other vehicles. Mow and maintain grass located within the boundaries of the construction site for the duration of the project. Grass and vegetation along fences, buildings, under trailers, and in areas not accessible to mowers will be edged or trimmed neatly.

3.5.6 Security Provisions

Provide adequate outside security lighting at the temporary facilities.

The Contractor will be responsible for the security of its own equipment.

3.5.7 Weather Protection of Temporary Facilities and Stored Materials

Take necessary precautions to ensure that roof openings and other critical openings in the building are monitored carefully. Take immediate actions required to seal off such openings when rain or other detrimental weather is imminent, and at the end of each workday. Ensure that the openings are completely sealed off to protect materials and equipment in the building from damage.

3.5.7.1 Building and Site Storm Protection

When a warning of gale force winds is issued, take precautions to minimize danger to persons, and protect the work and nearby Government property.

Precautions must include, but are not limited to, closing openings;

removing loose materials, tools and equipment from exposed locations; and removing or securing scaffolding and other temporary work. Close openings in the work when storms of lesser intensity pose a threat to the work or any nearby Government property.

3.6 GOVERNMENT FIELD OFFICE

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3.6.1 Resident Engineer's Office

Provide the Government Resident Engineer with an office, approximately 200 square feet in floor area, located inside the General Contractor's construction trailer and providing space heat, air conditioning, electric light and power, and toilet facilities (shared with the Contractor). Toilet facilities will consist of at least one lavatory and water closet complete with running hot water. Include a small plan table, 2 computer work spaces with a standard size office desks, chairs, and 1 bookcase. All furniture shall be "like new" condition.

Contractor shall empty trash, sweep floors, and clean Government facilities at least biweekly. The office must be lockable with minimum of two (2) keys provided to the Government. At completion of the project, the office will remain the property of the Contractor and be removed from the site.

Utilities will be connected and disconnected in accordance with local codes

SECTION 01 50 00 Page 8 and to the satisfaction of the Contracting Officer. Compliance with safety and appearance requirements for temporary facilities stated in previous paragraphs is required.

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3.7 PLANT COMMUNICATIONS

Whenever the individual elements of the plant are located so that operation by normal voice between these elements is not satisfactory, install a satisfactory means of communication, such as telephone or other suitable devices and make available for use by Government personnel.

3.8 TEMPORARY PROJECT SAFETY FENCING

As soon as practicable, but not later than 15 days after the date established for commencement of work, furnish and erect temporary project safety fencing at the work site. Maintain the safety fencing during the life of the contract and, upon completion and acceptance of the work, removefrom the work site.

3.9 CLEANUP

Remove construction debris, waste materials, packaging material and the like from the work site daily. Any dirt or mud which is tracked onto paved or surfaced roadways must be cleaned away. Store any salvageable materials resulting from demolition activities within the fenced area described above or at the supplemental storage area. Neatly stack stored materials not in trailers, whether new or salvaged.

3.10 RESTORATION OF STORAGE AREA

Upon completion of the project remove the bulletin board, signs, barricades and any other temporary products from the site. After removal of trailers, materials, and equipment from within the fenced area, remove the fence.

Restore areas used during the performance of the contract to the original or better condition. Remove gravel used to traverse grassed areas and restore the area to its original condition, including top soil and seeding as necessary.

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SECTION 01 50 00 Page 9

FIRST FLOOR CHARGE

LOCATIONS PLAN VIEW

SCALE: 1/8" = 1'-0"

80'-0"

12'-6" 10'-0" 9'-10"

10"

10'-10" 27'-6"

29'-10" 14'-0" 9'-10" 16'-11"

80'-0"

4'-0"

20'-0"

9'-0"

9'-6"

COM

ROOM

IN-PLAY

COM

ROOM

RR RR KITCHENETTE/CAFETERIA

ATRIUM

(OPEN TO ABOVE)

A D

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LARGE CONFERENCE

ENTRY

VESTIBLE

RECEPTION/

TELLER

WINDOW

LOBBY

12'x12'

BREACHABLE

PANEL

(OPTION 006)

12'x12'

BREACHABLE

PANEL

(OPTION 006)

12'x12'

BREACHABLE

PANEL

AT CORNER

(OPTION 006)

12'x12'

BREACHABLE

PANEL

(OPTION 006)

12'x12'

BREACHABLE

PANEL

(OPTION 006)

LEGEND

# 25 LBS. NEW CHARGE LOCATION NUMBER

CHARGE LOCATION

# 6 LBS. NEW CHARGE LOCATION NUMBER

10 11

# 7 LBS. NEW CHARGE LOCATION NUMBER

24 25

# 10 LBS. NEW CHARGE LOCATION NUMBER

NOTE:

1. CHARGE LOCATION 6 IS APPLIED ONTO CEILING ABOVE

FOR SECOND FLOOR BREACHING.

2. ALL CHARGE LOCATIONS ASSUMED TO BE THREE AND A

HALF FEET OFF OF F.F.E., WITH THE EXCEPTION OF

CORNER ROOMS FOR FLOOR-TO-FLOOR BREACHING,

ANY VARIATION TO THIS PLACEMENT COULD CHANGE THE

LOADING OF THE STRUCTURE AND WOULD REQUIRE

FURTHER ANALYSIS.

US Army Corps of Engineers ®

SHEET 5703 OF

SHEET ID

S-003

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# 2 LBS. NEW CHARGE LOCATION NUMBER

40 41 42 43

47484950

REINFORCED CONCRETE PANEL MAX SECTION PROPERTIES

PANEL

NO.

DESCRIPTION

CORNER ROOM ROOF

NOTE: EXTERIOR PANELS ON FIRST FLOOR MAY USE 3'-0"

THICKNESS PANELS WITH #8's @ 8" C/C IF NO DETONATIONS

OCCUR IN THE INTERIOR ROOM WITH THE 3'-0" PANEL CONNECTED.

CORNER ROOM ROOF

CORNER ROOM 3RD FLOOR

CORNER ROOM 2ND FLOOR

1ST FLOOR

2ND FLOOR

1ST FLOOR

2ND FLOOR

3RD FLOOR

CHARGE

LOCATION

CHARGE

WEIGHT

(LBS)

REINFORCEMENT

THICKNESS

(INCHES)

1 (TOP)

5 (TOP)

5 (BOTTOM)

#8's @ 12" C/C T&B

6 (TOP)

6 (BOTTOM)

6 (TOP)

1 (EXT)

2 (EXT)

3 (EXT)

4 (EXT)

5 (EXT)

1 (EXT)

2 (EXT)

1 (EXT)

2 (EXT)

#8's @ 12" C/C T&B

#8's @ 8" C/C E.F.

PANEL FACES IN WHICH CHARGES CAN BE PLACED

FOR DETONATIONS

CHARGE

LOCATION

NUMBER

PLAN NORTH PLAN SOUTH PLAN EAST PLAN WEST

LOCATED IN CENTER OF CORNER ROOM

X X

31 32 33

INTERIOR

BREACHABLE

PANELS

(OPTION 001)

#8's @ 12" C/C T&B

CERTIFIED FINAL

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THIRD FLOOR FRAMING PLAN

SCALE: 1/8" = 1'-0"

20'-0"

S106 S301

80'-0"

(TYP U.N.O)

S307

80'-0"

S105

S106

9'-0" 42'-8" 3'-4" 16'-11"

3'-3"

9'-0"57'-0"9'-0"

3'-3"

(SEE

S-706)

US Army Corps of Engineers ®

SHEET 5713 OF

SHEET ID

S-106

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File details come from the government source that posted it. Updated Mar 11, 2021.