W912QR92907255-0003.pdf

DEPARTMENT OF THE ARMY

LOUISVILLE DISTRICT, CORPS OF ENGINEERS

P.O. BOX 59

LOUISVILLE,KENTUCKY 40201-0059

REPLY TO

ATTENTION OF

Contracting Division December 2019

ENVIRONET, INC.

T&T CONSTRUCTION ENTERPRISES LLC

Q.B.S., INC.

SAF, INC.

FORTIS NETWORKS, INC.

Dear MATOC Contractors:

Reference is made to your Indefinite Delivery Indefinite Quantity Contracts, Numbers W912QR- 15-D-0019 through W912QR-15-D-0023, Multiple Award Task Order Contracts to Perform Design/Build, Operations & Maintenance, and Construction Activities for Civil and Military Projects within the Great Lakes and Ohio River Division Mission Boundaries.

In accordance with Amendment 0003 for Solicitation No. W912QR-92907255 for the Nolin Lake Office Addition Project, the following changes have been made:

- Section 01 20 00, Paragraph 1.1

- Section 01 20 00, Paragraph 1.2

- Section 01 20 00, Paragraph 1.5 (Bid Option 4)

- Section 01 20 03, Paragraph 1.3

- Section 01 20 03, Paragraph 1.4

- Section 01 20 03, Paragraph 1.5

- Section 01 20 04, Paragraph 1.8.1

- Section 01 20 04, Paragraph 1.8.3

- Section 01 20 05, Paragraph 1.2

- Section 01 20 10, Paragraph 1.2.1

- Attachment 9, page 9 CS 101 was updated with correct drawing

- Sign-in Sheet for Site Visit

- Wage Rates

The basis for award of this task order is lowest total price of the base proposal and all options.

Please complete the price breakout schedule, and include a labor category table demonstrating the use of the binding rates included in your MATOC contract. The submitted price breakdown should include sufficient detail to allow the Government to verify that your proposed price incorporates the binding rates from your base contract. Any level of effort shown in the submitted information will not be used for evaluation purposes and will be used only to ensure that the proposal is in compliance with the binding rates from the base contract.

W912QR92907255-0003

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Offerors shall allow for Government acceptance of proposals for 60 calendar days from the date proposals are due. Any proposal that does not allow acceptance for 60 days will not be considered and will be rejected.

The Proposal due date has not been changed due to the amended documents. Proposals are still due no later than 1:00 PM Eastern Time on 16 January 2020. Submit your proposal by email to Samantha (Dani) Harrison at Samantha.D.Harrison@usace.army.mil. Proposals not received by the stated date/time will not be considered. Please acknowledge receipt of this RFP by signing below in the space provided and returning to Samantha D. Harrison via email.

Payment and Performance Bonds will be required for this project. The Notice to Proceed will be issued after receipt and approval of the bonds.

All questions regarding this Request for Proposal (RFP) must be submitted via ProjNet. The website to access this system is www.projnet.org and the bidder inquiry key for this specific project is: (JKB6JN-34ZX37). Government responses will be limited to: (a) Notice that an amendment will be issued; (b) Reference to an existing requirement contained in the solicitation;

or (c) Notice that a response is not necessary. The ability to enter technical inquiries and questions relating to proposal procedures or bonds will be disabled five (5) calendar days prior to the proposal due date. No Government responses will be entered into the ProjNet system within two (2) calendar days prior to the proposal due date stated in this letter.

If you have contractual questions, please contact Samantha D. Harrison at the email address provided above. If an Offeror believes that the requirements in the RFP contain an error, omission, or are otherwise unsound; the offeror shall immediately notify the Contract Specialist in writing with supporting rationale. The Offeror is reminded that the Government reserves the right to award this RFP based on the initial proposals, as received, without discussion.

Sincerely, Travis Dunn Contracting Officer

(Signature) (Date)

(Printed Name)

(Firm Name)

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General Decision Number: KY20190099 12/27/2019

Superseded General Decision Number: KY20180178

State: Kentucky

Construction Type: Building

Counties: Allen, Butler, Edmonson and Warren Counties in Kentucky.

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

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 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 $10.60 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 2019. 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 01/04/2019 1 02/01/2019 2 03/01/2019 3 05/10/2019 4 09/27/2019 5 12/27/2019

BOIL0040-001 03/01/2018

Rates Fringes

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

ELEC0369-015 05/28/2019

Rates Fringes

ELECTRICIAN......................$ 32.44 17.22

ENGI0181-053 06/01/2019

Rates Fringes

POWER EQUIPMENT OPERATOR

(Crane)..........................$ 33.54 16.50

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.

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

WAGE, REGARDLESS OF BOOM LENGTH.

ENGI0181-054 06/01/2019

Rates Fringes

POWER EQUIPMENT OPERATOR

(Drill)..........................$ 32.45 16.50

ENGI0181-079 06/01/2019

Rates Fringes

POWER EQUIPMENT OPERATOR

(Loader).........................$ 32.45 16.50

ENGI0181-080 06/01/2019

Rates Fringes

POWER EQUIPMENT OPERATOR

(Forklift).......................$ 32.45 16.50

ENGI0181-093 06/01/2018

Rates Fringes

POWER EQUIPMENT OPERATOR

(Oiler)..........................$ 26.78 15.75

IRON0044-017 06/01/2019

Rates Fringes

IRONWORKER, ORNAMENTAL...........$ 29.47 21.20

LABO0561-009 04/01/2019

Rates Fringes

LABORER (Mason Tender - Brick)...$ 23.12 16.02

LABO1445-002 06/01/2018

Rates Fringes

LABORER (Power Tool Operator)....$ 28.84 16.20

PAIN0156-004 04/01/2018

Rates Fringes

PAINTER: Spray..................$ 27.45 15.23+A

FOOTNOTE A:

All Structures over 40? $0.75/ hour above base wage All Structures over 75? $1.50/ hour above base wage All Structures over 100? $2.50/ hour above base wage

PLUM0184-006 07/01/2019

Rates Fringes

PLUMBER..........................$ 35.86 18.38

PLUM0633-001 08/01/2018

Rates Fringes

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PIPEFITTER.......................$ 31.17 18.10

* ROOF0106-010 04/01/2019

Rates Fringes

ROOFER...........................$ 30.30 16.52

SFKY0669-002 04/01/2018

Rates Fringes

SPRINKLER FITTER.................$ 35.05 19.74

SHEE0020-001 07/01/2014

Rates Fringes

SHEET METAL WORKER (HVAC Duct Installation Only)...............$ 29.45 19.29

SHEE0110-006 06/01/2017

Rates Fringes

SHEET METAL WORKER (Excludes HVAC Duct Installation)..........$ 29.17 22.00

* UAVG-KY-0019 01/01/2019

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

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

SUKY2015-038 06/02/2015

Rates Fringes

BRICKLAYER.......................$ 25.09 10.05

CARPENTER, Includes Form Work....$ 18.67 0.00

CEMENT MASON/CONCRETE FINISHER...$ 20.56 9.56

IRONWORKER, REINFORCING..........$ 27.31 16.86

IRONWORKER, STRUCTURAL...........$ 25.41 7.63

LABORER: Common or General......$ 12.50 0.00

LABORER: Mason Tender - Cement/Concrete..................$ 14.28 8.95

LABORER: Pipelayer..............$ 15.00 4.08

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 26.40 9.60

OPERATOR: Bulldozer.............$ 24.51 12.72

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

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

PAINTER (Brush and Roller).......$ 18.79 5.88

TILE FINISHER....................$ 15.42 7.24

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TILE SETTER......................$ 20.96 0.00

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

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

-7-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

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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

Nolin Lake Office Addition 128623 Bee Springs, KY 11/2019

**SAFETY PAYS**

SECTION 01 20 00 Page 1 Amendment 0003

SECTION 01 20 00

STATEMENT OF WORK GENERAL

11/19 Amendment 0003

1 PROJECT INFORMATION 1

1.1 GENERAL 1

1.2 SCOPE OF WORK 3

1.3 SITE LOCATION 4

1.4 EXISTING SITE UTILITIES 4

1.5 BID OPTIONS 4

1.6 ATTACHMENTS 6

1.7 PERMITS 6

1.8 ENVIRONMENTAL REQUIREMENTS 6

1.9 PERSONNEL REQUIREMENTS AND QUALIFICATIONS 8

2 DESIGN REQUIREMENTS 9

2.1 GENERAL 9

2.2 DESIGN 9

2.3 REQUEST FOR PROPOSAL (RFP) INTENT 9

2.4 COORDINATION BETWEEN THE VARIOUS DISCIPLINES 9

2.5 QUALITY OF WORK 9

2.6 RFP DESIGN AND TECHNICAL CRITERIA 10

2.7 TECHNICAL SPECIFICATION 11

2.8 APPLICABLE BUILDING CODES AND STANDARDS 11

2.9 UNITS OF MEASUREMENT 12

2.10 REQUIRED DESIGN PROFESSIONALS 12

2.11 DESIGN SUBMITTAL DISTRIBUTION MATRIX 13

3 GENERAL CONSTRUCTION REQUIREMENTS 14

3.1 SUMMARY 14

3.2 GENERAL INFORMATION 15

3.3 DOCUMENTATION 16

3.4 USE OF THE PREMISES 16

3.5 PROJECT SITE 17

1 PROJECT INFORMATION

1.1 GENERAL

The Contractor shall provide all labor, equipment, supplies, and consultant services and all site investigations, surveys, analysis, sampling, testing and verification of existing field conditions as required for design and construction of the Nolin Lake Office Addition to the Green River Building to result in a complete and useable Facility. Contractor shall provide complete design analysis incorporating all engineering computations, analysis/ test and survey results, building code (including fire protection, life safety, environmental and accessibility) review as it pertains/affects/relates to this project, equipment and material data and documentation of existing conditions.

SECTION 01 20 00 Page 2

Amendment 0003 **************************************************************************************

EXISTING CONDITIONS

The addition to the Green River Area Office Building will be the new Nolin Lake Project Office. The existing Nolin Lake Building will be abandoned and demolished under a separate contract at a later date. A gravel road connects the Green River Area Office Building to the Nolin Lake Project Office approximately 1000’ away.

The Green River Building was originally constructed in 1962. Refer to Attachment 11 for As Built Record Drawings. There were originally two building one a mirror of the other. A major renovation was performed in 1993 and at that time one of the two buildings was demolished.

The as built drawings included are of the mirror of the current remaining building. The Contractor shall finalize all elements of the design, including exact dimensions.

The existing one-story Green River Building is constructed of wood framing. The exterior walls consist of 8” red brick veneer. With green (DELETED TEXT) agricultural metal roof.

The interior construction is Gypsum Wall Board (GWB) walls with GWB ceilings. The floor is a mix of vinyl composition tile flooring and carpet.

*************************************************************************************** Amendment 0003

ANTITERRORISM FORCE PROTECTION UFC 4-010-01

It has been determined No ATFP measures are required based on Low occupancy, stated in UFC 4-010-01, 12 December 2018, section 1-7. Nolin Lake and Green River Building together only have 7 regular in office employees with predictable regular schedules. The Rangers and Maintenance set their own schedules and are not in the office on a regular consistent basis. There is no routine peak in occupancy. The Nolin Lake Green-River Building Office facility is classified as a low occupancy, inhabited building. This building will be occupied by less than 11 DOD employees, therefore DOD Minimum Antiterrorism Standards for Buildings are not required for this project.

LIFE SAFETY

This facility shall be designed to meet or exceed the minimum construction and life safety standards as required by UFC 3-600-01 Fire Protection for Facilities. Fire Department access shall be provided as required by UFC 3-600-01. If the square footage of the existing building plus the addition exceeds 5,000 SF, then sprinkler protection shall be provided. A mezzanine with a permanent stair can be constructed without triggering the ‘multi story’ building sprinkler requirement in UFC 3-600-01, as long as the total square footage of the building including the mezzanine does not exceed 5,000 SF.

ACCESSIBILITY REQUIREMENTS

All building improvements and new work shall be accessible and shall comply with the Architectural Barriers Act (ABA) Accessible Guidelines for Buildings and Facilities as currently amended.

SECTION 01 20 00 Page 3

ENERGY STANDARD COMPLIANCE

The building shall comply with the provisions of the ASHRAE 90.1-2016. As a separate part or section of the Design Analysis, demonstrate compliance with ASHRAE 90.1 using calculations, vendor literature, equipment catalog sheets, compliance forms, worksheets, and narrative descriptions of the building envelope, HVAC systems, service water heating, electrical power, lighting, and other equipment and systems.

ENVIRONMENTAL SEVERITY CLASSIFICATION

Project site has an Environmental Severity Category of C3 in accordance with UFC 1-200-

01. Provide design detailing, and use materials, systems, components and coatings that are durable and minimize the need for preventative and corrective maintenance over the life-cycle of the facility.

Amendment 0003 *************************************************************************************

1.2 SCOPE OF WORK

Unless specifically noted otherwise in this Specification Section or in the base MATOC contract Volume 1 of 2 itself, all requirements of the base MATOC contract Volume 1 of 2 shall apply to this Task Order. Operations HubZone MATOC W912QR15-D-0019, 0020, 0021, 0022, 0023 is to be used.

The work indicated as a base proposal includes the 3,600 SF ‘Nolin River Project Office Addition’ to the existing ‘Green River Area Office’. In addition Bid Option 4 includes the complete interior renovation of the existing ‘Green River Area Office Building’. There is no requirement for the exterior materials of the existing building and its addition to be the same or lookalike.

Design and construction shall comply with the requirements contained in this Task Order Request for Proposal (RFP). The design and technical criteria contained and cited in this RFP and the Unified Facilities Guide Specifications (UFGS) establish minimum standards for design and construction quality. The Designers of Record shall use the Unified Facilities Guide Specifications (UFGS) and the requirements contained in this RFP to fully develop the technical specifications and construction drawings. The objective of this solicitation is to obtain an energy efficient, durable, maintainable and sustainable space.

The illustrations and exhibits included in this RFP illustrate the conceptual design of the project and are provided to define the scope of work and budget. The concepts provided shall be further developed by the Design/Build Contractor to comply with the customer’s functional needs.

All demolition required to construct the 3600 SF Nolin Lake addition to the Green River Area Office Building is included as part of the work of this Contract. Demolition of carport roof and carport slab.

During initial hazardous material investigation asbestos was found in the existing Green River Area Office Building. The asbestos remediation will be completed under separate contract, prior to the starting point of this contract, including a portion of the exterior wall.

SECTION 01 20 00 Page 4

Based on the capacity of the municipal water system, type V construction is not permitted.

************************************************************************************** Amendment 0003

1.3 SITE LOCATION

This project is located at the Green River Area Office’ off Nolin Dam Road (State Route 728) in Bee Spring, KY.

Amendment 0002 ************************************************************************************

1.4 EXISTING SITE UTILITIES

Electrical utility service to the office addition will be a new service independent of the existing service to the Green River Area Office. The office addition will also be separately metered.

New radio lines (TEXT DELETED) will be connected with the existing system at the Green River Area Office.

The (TEXT DELETED) construction contractor will make connections from the outlets to the panel (TEXT DELETED). At the time of Substantial Completion ACEIT will come in and make final connections for the internet and telephone.

See 012010 Electrical 1.6.7 for a general note. Additional paragraphs 1.6.10-14 have further detail.

Water mains at the site appear to be of adequate size to satisfy the domestic water flow requirement. An existing 1-1/4 inch waterline provides service to the existing buildings on the project site. The 1-1/4 inch line reduces to a 1 inch service for the Green River Area Office Building. See Attachment 1, plan sheet CU101 for additional details.

An existing sanitary lift station serves the existing Green River Area Office Building. The existing lift station will be relocated by others prior to start of this project. See Attachment 1, plan sheet CU101 for the anticipated new location of the existing lift station. The existing lift station appears to be of adequate size for the new office addition.

************************************************************************************** Amendment 0002

1.5 BID OPTIONS

BID OPTION 1: ASPHALT PAVING OF PARKING LOT

Asphalt Paving of Parking Lot. Design and construction of parking lot and access drive for employees and visitors utilizing an asphalt pavement surface, including all required markings, in addition to Base Bid aggregate base. Includes paving of handicap parking space.

SECTION 01 20 00 Page 5

BID OPTION 2: FLAGPOLE

Provide and install flagpole. See Section 01 02 10.00 06, para 3.3. For flagpole requirements.

BID OPTION 3: LANDSCAPING.

Provide full landscaping package. Includes all work, materials, labor and consulting services required to provide full landscaping of grounds surrounding the existing and new construction.

Amendment 0003 ************************************************************************************** Amendment 0002 **************************************************************************************

BID OPTION 4: RECONSTRUCTION OF EXISTING GREEN RIVER BUILDING

Complete interior reconstruction of existing building. Exterior windows and doors do not require replacement.

The NFPA building rehabilitation classification of reconstruction, triggers the requirements for the entire building to meet new construction, per UFC 3-600-01. Reconstruction of existing Building to create three offices, and a conference with seating room for 20-25.

Provide new HVAC system or may be served from the base bid HVAC system. The existing HVAC system may be reused if heating and cooling load calculations indicate capacity is sufficient to meet the new loads.

Demolition and removal of all existing interior walls, (TEXT DELETED) flooring, (TEXT DELETED), (TEXT DELETED) and cabinets required.

New finishes will match the materials and requirements of the Nolin lake addition.

Construction of interior partitions will be required to provide new floor plan with desired new functional spaces. No additional square footage is permitted.

No new plumbing fixtures will be included in the renovation of the Green River Building.

All plumbing demolition (TEXT DELETED) of the plumbing fixtures in the existing building and capping of sewer lines will be completed prior to this construction under separate contract.

************************************************************************************** Amendment 0002 *************************************************************************************** Amendment 0003

BID OPTION 5: VINYL WINDOWS

Provide Vinyl windows in lieu of aluminum.

BID OPTION 6: COVERED BACK ENTRANCE.

Provide a Covered back entrance with an overhang, awning or portico.

SECTION 01 20 00 Page 6

BID OPTION 7: TILE FINISH

Provide tile floor and tile wainscoting to 5’-0” on wet walls in restrooms.

1.6 ATTACHMENTS

Information provided in the Attachments is intended to guide the completion of the design by establishing existing conditions, and the desired character, appearance, and function of the new construction. The following Attachments are included and shall be used and strictly adhered-to in completing the design and construction of the project.

ATTACHMENT 1: G001 - Location/ Vicinity Map

ATTACHMENT 2: V101 - Existing Site

ATTACHMENT 3: VA101 - Aerial

ATTACHMENT 4 CS101 - Site Plan

ATTACHMENT 5: CD101 - Demolition Plan

ATTACHMENT 6: CU101 - Utility Plan

ATTACHMENT 7: Conceptual Floor Plan

ATTACHMENT 8: LRL Life Safety Review Form

ATTACHMENT 9: Preliminary Site Characterization Report

ATTACHMENT 10: Hazardous Material Testing

ATTACHMENT 11: As Built Drawings 1964

1.7 PERMITS

The Contractor shall investigate and submit any permits necessary for the construction of this project. All permit applications shall be completed by the Contractor and provided to the Contracting Officer for submittal to the appropriate agency. Contractor shall pay all permit fees.

Copies of all permits shall be provided to the USACE.

1.8 ENVIRONMENTAL REQUIREMENTS

ENVIRONMENTAL COMPLIANCE

The contractor shall comply with the National Environmental Protection Act and all other Environmental regulations.

DUST CONTROL

Contractor shall maintain all work areas free from excess dust to such reasonable degree as to avoid causing a hazard to base personnel or surrounding facilities. Dust control shall be performed as the work proceeds and whenever a dust nuisance or hazard occurs.

SECTION 01 20 00 Page 7

ASBESTOS

No asbestos containing material shall be used. During the process of demolition and construction, if the Contractor encounters any suspected asbestos containing materials (ACM), stop work immediately and notify the COR.

SDS SHEETS

Safety Data Sheet (SDS) is required for all building materials except for wood, glass, or steel.

The MSDS will be submitted to the Contracting Officer within seven (7) calendar days after the NOTICE TO PROCEED.

HAZARDOUS MATERIALS MANAGEMENT

Contractor will provide the Contracting Officer (KO) the Material Safety Data Sheets (MSDS) for chemical materials to be used during the project prior to the contract award in accordance with FAR Clause 52.223-3. The Contractor will provide MSDSs’ to the Contracting Officer for review prior to the contractor bringing products on the property. The contractor must inventory all chemical materials, including but not limited to: solvents, paints, degreasers, greases, Ozone Depleting Substances, and oils, brought on base. A chemical material inventory must be maintained when used containing the nomenclature, manufacturer, part number, quantity, storage location, and the process in which the material is used. All chemical materials will be managed in accordance with federal, state, and local regulations.

PAINT

All paints must meet Green Seal Certification and be low VOC. See the table below for additional guidance. Paint containing lead will not be used during any painting process. An MSDS will be submitted for all paint products used.

For this kind of product:

VOCs (in g/L) shall not exceed:

Flat Topcoat 50

Non-Flat Topcoat 100

Primer or Undercoat 100

Floor Paint 100

Anti-Corrosive Coating 250

Reflective Wall Coating 50

Reflective Roof Coating 100

PLUMBING FIXTURES TRIM

No plumbing fixture trim will be installed unless they conform to the voluntary standard NSF/ANSI Standards 24 and 61 . Products certified under these standards are tested to ensure no leaching from the fixtures exceeds 11 parts per billion of lead.

SECTION 01 20 00 Page 8

POTABLE WATER

If construction or modification of a potable water system is included as a part of the task order scope of work, the contractor is responsible to insure that all potable water connections are protected adequately with anti-siphon devices in accordance with the plumbing code. An ASSE approved anti-siphon device shall be attached to the hose bib prior to mixing chemicals, etc. A backflow prevention device must be installed at each location potable water enters a facility.

WASTE WATER

Absolutely no chemical products will be allowed to be dumped in any drainage system, storm drain, wash rack, septic system or sanitary sewer. All remaining and residual chemicals will be taken away by the contractor.

EPA PERMIT

EPA application will be needed.

EROSION PREVENTION AND SEDIMENT CONTROL

Soil disturbance during this project, including equipment staging areas, will require erosion control measures. For projects that disturb more than an acre, a Notice of Intent (NOI) must be approved by the applicable State EPA, DOW or DEQ prior to any soil being disturbed as well as a storm water pollution prevention plan (SWPPP) reviewed and accepted by the government. For projects that disturb less than an acre of soil, an erosion control plan is required prior to soil disturbance.

1.9 PERSONNEL REQUIREMENTS AND QUALIFICATIONS

Site Safety and Health Officer (SSHO)

The SSHO shall be assigned as SSHO, but may have duties as the CQC System Manager and Superintendent.

CQC

The following CQC Personnel shall be provided for this contract: Design Quality Control Manager (DQCM)/Architectural, Civil/Geotechnical, Structural and Electrical/Mechanical. The CQC Personnel may perform other duties, but must be allowed sufficient time to perform their assigned quality control duties as described in the Quality Control Plan. In addition to the requirements of Section 01 45 04.10 06 CONTRACTOR QUALITY CONTROL, CQC personnel resumes and site visit frequency shall be identified in the Design Quality Control Plan (DQCP) and accepted by the government.

SECTION 01 20 00 Page 9

2 DESIGN REQUIREMENTS

2.1 GENERAL

The Contractor shall prepare complete construction documents for all work designed as required by the RFP. The construction documents to be prepared shall include, but are not limited to, construction drawings, specifications, submittals, and design analysis as required in Section 01 21 00.00 06 DESIGN SUBMISSION REQUIREMENTS AFTER TASK ORDER AWARD FOR CIVIL AND MILITARY CONSTRUCTION. Materials and equipment shall be limited to those specified except that where no specific material and equipment is specified or no basis of design is identified, the Contractor shall use materials and equipment accepted within the construction industry and in compliance with Design Criteria.

2.2 DESIGN

The Contractor shall prepare “Final/100%” and “Corrected Final/100%, and Certified Final “Ready for Construction” milestone submittals in accordance with the RFP using industry standard materials and efficient practices. The design of the materials selected shall be high quality, durable and easily maintained. The Contractor shall be responsible for the professional quality, code compliance, technical accuracy, and coordination of all designs, drawings, specifications, and other documents or publications upon which the design and construction are based. It shall be the responsibility of the Design/ Build Contractor to verify the accuracy of the documents provided.

2.3 REQUEST FOR PROPOSAL (RFP) INTENT

The intent of this RFP section is to describe the requirements for appearance, function, materials, and types of construction in sufficient detail to enable engineering and design to be completed by the Contractor.

2.4 COORDINATION BETWEEN THE VARIOUS DISCIPLINES

The Contractor shall be responsible for the coordination between all disciplines in order to fulfill the requirements of this contract and to provide for a complete, integrated, and functional design.

2.5 QUALITY OF WORK

CONSTRUCTION DOCUMENTS

Construction documents shall be of sufficient detail to afford a clear understanding of the construction work required. The work shall be organized in a manner that will assure thorough coordination between the various details on the drawings and the specifications.

The Contractor shall crosscheck all work until all conflicts have been reconciled.

SECTION 01 20 00 Page 10

WORKMANSHIP

Where not more specifically described in any of the various Sections of this RFP, workmanship shall conform to all of the methods and operations of best standards and accepted practices of the trade or trades involved, and shall include all items of fabrication, construction, or installation regularly furnished or required for completion (including any finish), and for successful operation as intended.

2.5.1.1 All work shall be executed by personnel or workers skilled in their respective lines of work.

2.5.1.2 When completed, all parts shall have been durably and substantially built and shall present a neat, workmanlike appearance.

2.5.1.3 Acceptance of completed work will be based on its conformance to this request for proposal (RFP), all RFP references and the contractor’s accepted Technical Proposal. Nonconforming work will be rejected. The Government is not obligated to accept nonconforming work at a reduced price. The contractor shall start replacement or correction of rejected work within 10 calendar days after receipt of the rejection notice.

2.6 RFP DESIGN AND TECHNICAL CRITERIA

PARAMETERS

All designs and construction document drawings and specifications shall be prepared to comply with the RFP. The RFP documents set forth the parameters for the development of a full and complete design.

COMPLETE DESIGN

RFP documents are provided as a performance standard. The Contractor is required to independently prepare and submit for approval a complete design. The Contractor’s Design Professionals shall independently confirm and be responsible for the technical accuracy and adequacy of all aspects of the design.

FULL AND COMPLETE

All remaining design work necessary for a “full and complete” design shall be performed by the Contractor based on the design criteria as required by the RFP. No deviations from the criteria will be allowed unless prior approval is obtained from the Contracting Officer. All questions or problems encountered by the Contractor in following criteria shall be promptly submitted with recommendations to the Contracting Officer for approval.

TASK ORDER SCOPE OF WORK

Task Order Scope of Work defines the design and performance criteria. The applicable building codes and standards shall be used as the minimum criteria to develop the construction documents for areas of work not specifically defined.

SECTION 01 20 00 Page 11

DESIGN SUBMISSION REQUIREMENTS

SECTION 01 21 00.00 06 DESIGN SUBMISSION REQUIREMENTS AFTER TASK ORDER

AWARD FOR CIVIL AND MILITARY CONSTRUCTION defines the format and submittal requirements in which the design and the construction documents shall be prepared by the Contractor.

2.7 TECHNICAL SPECIFICATION

SPECIFICATIONS

The Contractor's Designers of Record shall develop all necessary construction document technical specifications for all areas of the work, from the latest 48 division UFGS Guide specifications. The technical specifications shall be developed from the 48 division Unified Facilities Guide Specifications (UFGS). The Louisville District (LRL) versions of the UFGS shall be used in all cases where applicable. All other specifications shall be the UFGS guide specifications unless otherwise indicated or not available.

GUIDE SPECIFICATIONS

The guide specifications shall be considered the minimum for quality and requirements unless otherwise indicated in this Task Order. Testing requirements in the guide specifications shall remain as part of the project, unless otherwise indicated in this Task Order.

SUBMITTALS INDICATED AS “G”

Submittals indicated as “G” for government approval in the guides specs, shall be submitted to the Contracting Officer for approval prior to purchase or installation. The specifications shall be edited to include installation specific requirements. If a specification section is not available in UFGS, the Designer of Record shall develop one using a SpecsIntact template.

See the base contract, Volume 1, MATOC Section 01 21 00.00 06 for further technical specification preparation requirements.

2.8 APPLICABLE BUILDING CODES AND STANDARDS

Unless a specific document version or date is indicated, use criteria from the most current references including any applicable addenda, unless otherwise stated in the contract or task order, as the date of the Contractor’s latest accepted proposal or date of issue of the contract or task order solicitation, whichever is later. In the event of conflict between References and/or Applicable Military Criteria, apply the most stringent requirement, unless otherwise specifically noted in the contract or task order.

This list is not intended to be a complete list. All work shall be designed and constructed to meet all state and federal codes, standards and laws. Refer to the technical specifications for other standards and references not listed below.

Uniform Facilities Criteria (UFC)

SECTION 01 20 00 Page 12

Louisville District Military Design Guide (LDMDG) https://www.lrl.usace.army.mil/Missions/Engineering/Design-Guide/

Installation Design Guides/Technical Design Guides

US Army Corps of Engineers Safety and Health Requirements Manual EM 385-1-1

IBC - International Building Code, 2018

IMC - International Mechanical Code, current edition

IPC - International Plumbing Code, current edition

NEC - National Electrical Code, current edition

NFPA - National Fire Protection Association Codes and Standards, current edition

ANSI - American National Standards Institute Standards

IES - Illuminating Engineering Society Lighting Handbook

NEMA - National Electrical Manufacturer's Association

NESC - National Electrical Safety Code

UL - Underwriters Laboratories

ASHRAE - American Society of Heating, Refrigeration and Air Conditioning Engineers

OSHA, Occupational Safety and Health Act Requirements.

ABA Accessibility Standard for Department of Defense Facilities (October 2008)

UFC 3-600-01 Design: Fire Protection Engineering for Facilities 8 August 2016

Change 3, 10 May 2019

Energy and Policy Act of 2005 (EPACT 2005)

Federal Property Management Regulations 41 C.F.R. Chapter 101

EM 385-1-1 Safety and Health Requirements Manual, 2014

2.9 UNITS OF MEASUREMENT

The design shall be developed using the English system of units.

2.10 REQUIRED DESIGN PROFESSIONALS

The contractor shall provide the following design professionals for the design of this project with the experience indicated below:

1. Mechanical Engineer (Designer of Record) with at least 5 years of experience in HVAC design, plumbing design and prior experience on government projects.

2. Civil Engineer (Designer of Record) with at least 5 years of experience in site design, waterline design, utility design, storm water design, sanitary sewer design, and prior experience on government projects.

3. Structural Engineer (Designer of Record) with at least 5 years of experience in structural design and prior experience on government projects.

https://www.lrl.usace.army.mil/Missions/Engineering/Design-Guide/

SECTION 01 20 00 Page 13

4. Architect (Designer of Record) with at least 5 years of experience in building design, building renovation design, and prior experience on government projects.

5. Electrical Engineer (Designer of Record) with at least 5 years of experience in electrical design and prior experience on government projects.

REGISTERED PROFESSIONALS

All designers of record shall be registered professionals (professional engineer, registered architect or certified by NCIDQ) in a state within the United States of America. A post-award construction submittal with resumes detailing the experience and credentials of the designers shall be included in the DQCP.

DESIGN FIRM

The contractor shall utilize the Design Firm included in the Contractor’s accepted proposal for the base contract. If the contractor chooses to use a design firm that is not included in the contractor’s accepted proposal for the base MATOC, the contractor shall submit a substitution request to the Contracting Officer listed on the Federal Business Opportunities Website for this task order 10 days prior to the bid due.

2.11 DESIGN SUBMITTAL DISTRIBUTION MATRIX

Submittal Reviewers & Mailing Addressee Copies Required

U.S. Army Corps of Engineers 1 CD or digital transfer ATTN: Laura Grant, ED-D-A 600 Dr. Martin Luther King Jr. Place Suite 968 Louisville, KY 40202-2239 Laura.J.Grant@usace.army.mil

U.S. Army Corps of Engineers 1 CD or digital transfer ATTN: Todd Crutchfield, OP-TM 600 Dr. Martin Luther King Jr. Place Louisville, KY 40202-2239 Todd.T.Crutchfield@usace.army.mil

U.S. Army Corps of Engineers 1 CD or digital transfer ATTN: David Wethington, OP-TM 600 Dr. Martin Luther King Jr. Place Louisville, KY 40202-2239 David.A.Wethington@usace.army.mil

U.S. Army Corps of Engineers 1 CD or digital transfer Nolin Project Office 1 hard copy ATTN: Deryck Rodgers

W912QR92907255-0003

mailto:Laura.J.Grant@usace.army.mil mailto:Todd.T.Crutchfield@usace.army.mil mailto:David.A.Wethington@usace.army.mil

SECTION 01 20 00 Page 14

2150 Nolin Dam Road P.O. Box 339 Bee Springs, KY 42207-0339 Deryck.V.Rodgers@usace.army.mil

U.S. Army Corps of Engineers 1 CD or digital transfer Green River Area Office 1 hard copy ATTN: Chris Boggs 2150 Nolin Dam Road P.O. Box 339 Bee Springs, KY 42207-0339 Chris.Boggs@usace.army.mil

U.S. Army Corps of Engineers 1 CD or digital transfer Fort Knox 125 6th Ave, STE 116 Bldg 1110 - B wing Fort Knox, KY 40121 ATTN: Scott Hearne Scott.Hearne@usace.army.mil

Submittals shall include both electronic and hard copies. All hard copies shall include half-size drawings, unless otherwise indicated to include full-size drawings.

3 GENERAL CONSTRUCTION REQUIREMENTS

3.1 SUMMARY

The requirements include:

Construction considerations and use of the premises.

Protection of personnel and Government property.

Construction facilities and job site standards.

The requirements of this section apply to the entire project including all amendments or modifications that may be issued to modify the contract documents.

mailto:Deryck.V.Rodgers@usace.army.mil mailto:Chris.Boggs@usace.army.mil mailto:Scott.Hearne@usace.army.mil

SECTION 01 20 00 Page 15

3.2 GENERAL INFORMATION

COORDINATION PRIOR TO CONSTRUCTION

3.2.1.1 Contractor shall coordinate with the Contracting Officer for execution of the construction work as defined in the requirements of this RFP, as the existing building is currently occupied. Entrance into and interface with the surrounding facilities shall be coordinated in advance with the Contracting Officer.

3.2.1.2 Coordinate all construction activities with the Contracting Officer’s Representative and building occupants.

3.2.1.3 Coordinate all Construction and Use of Premises Activities with the Contracting Officer’s Representative.

3.2.1.4 Coordinate with Contracting Officer’s Representative the scheduling and routing of work, personnel access and material deliveries for the work.

3.2.1.5 The superintendent in charge of this work shall personally contact the Contracting Officer’s Representative a minimum of 72 hours before starting work on the contract, before restarting work after a lengthy delay, and prior to moving workers and equipment from one site of work to another.

3.2.1.6 Prior to the start of any construction operations whatsoever, a schedule of work or operations in proper sequence shall be submitted by the contractor for approval by the Contracting Officer’s Representative so as to cause a minimum amount of disruption to the normal flow of traffic on streets, pedestrian travel, installation security, and facility operations.

3.2.1.7 The Contractor shall coordinate with the Contracting Officer’s Representative regarding worker and vehicle identification, badging, and permits. See paragraph entitled IDENTIFICATION OF EMPLOYEES in Section 00 80 00.00 06 SPECIAL CLAUSES in MATOC, Volume I.

CONSTRUCTION CHANGES

High-ranking officers, USACE employees, or DOD employees may request construction changes; however, only the Contracting Officer can make changes to the contract, therefore, refer such requests to the Contracting Officer.

BULLETIN BOARD

Bulletin Board. See MATOC, Volume I, 01 50 00, Paragraph 2.1.1, . 00 80 00.00 06, para.

1.34e

PROJECT AND SAFETY SIGNS

Project and Safety Signs. See MATOC, Volume I, 01 50 00, Paragraph 2.1.2.

SECTION 01 20 00 Page 16

3.3 DOCUMENTATION

CONSTRUCTION PLAN

Prior to the start of any onsite construction activities, the Contractor shall submit a detailed construction plan. The plan shall include a detailed schedule of the major construction activities. 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.

Once the schedule is approved, do not deviate from the sequence, without prior written approval.

WASTE DISPOSAL

Prior to the start of any onsite construction activities, the Contractor shall submit a written plan for disposing of waste materials resulting from work under this contract as described in this specification section and MATOC, Volume I, Section 01 74 19 CONSTRUCTION AND

DEMOLITION WASTE MANAGEMENT.

3.4 USE OF THE PREMISES

The Contractor’s use of the site, utility availability, and temporary facilities are described below.

WORK SCHEDULE

The Contractor shall schedule the work between the hours of 7:00 a.m. and 4:30 p.m.

Central Daylight Time, Monday through Friday except Federal Holidays.

1. Permission to perform any work outside of these hours must be in writing and submitted five (5) calendar days in advance for approval by the Contracting Officer.

2. The Government may or may not grant such permission at its discretion.

OCCUPIED AREAS

The Green River Building will not be occupied during construction.

USE OF FACILITIES

The Contractor will not be permitted to use existing toilet and wash facilities. The contractor shall provide his own toilet and wash facilities if desired.

SECTION 01 20 00 Page 17

UTILITIES

The Government will not furnish any utilities to the Contractor for their use even if available at the work site. The Contractor is responsible for procuring and/or providing these items themselves or obtaining them from a private entity (utility company). The Contractor shall furnish at no additional cost all utilities, including HVAC, lighting and electrical power, during furniture and IT/Telecom equipment installation and until the facility is turned over to the Government.

UTILITY OUTAGES

3.4.1.1 Once an outage is approved, and prior to beginning of work on the utility system requiring shutdown,…