About this file

This document package includes a solicitation and scope of work for roof replacement projects at two National Guard facilities in Virginia under the FY23 National Roofing Program. The solicitation requests proposals for design and construction services to replace failing roofs at buildings in Newport News, VA and Charlottesville, VA. Proposals are due by September 11, 2023. The scope of work provides design requirements and details repairs needed at each building, including replacing single-ply and built-up roof systems with new three-ply modified bitumen roofing. It identifies key personnel qualifications and design submittal milestones. The Army Corps of Engineers is the contracting agency, and proposals will only be accepted from the six incumbent MATOC roofing contractors.

View the file

Other files

File Type Posted
W912QR-31720390_NRP15-0003.pdf PDF
W912QR-31720390_NRP15-0000.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

DEPARTMENT OF THE ARMY

LOUISVILLE DISTRICT, CORPS OF ENGINEERS

P.O. BOX 59

LOUISVILLE,KENTUCKY 40201-0059

REPLY TO

ATTENTION OF

Contracting Division 7 September 2023

AR6-Cram/REI Brazos/REI Curtis-McKinley/REI Legacy/Terracon Pacific/Conley/REI/AMTECH Tabcon/MECA

Dear MATOC Contractors:

Reference is made to your Indefinite Delivery Contracts, Numbers W912QR20D0014 - W912QR20D0016 and W912QR20D0018-W912QR20D0020, for Building Envelope, Roof Repair and Replacement Construction in Support of U.S. Army Reserve National Roofing Program (NRP), Army, and Air Force Reserves Sections.

The project is restricted to the six (6) contract holders listed above only. Proposals submitted from other vendors will not be considered.

Amendment 0001 for solicitation number W912QR-31720390 for the National Roofing Program (NRP) project at Newport News, VA (FAC ID VA070) and Charlottesville, VA (FAC ID VA006) is hereby issued and incorporates the following changes:

SUMMARY OF CHANGES

a. This Amendment shall be acknowledged with submitted Request for Proposal.

b. Specification Sections

i. Section 00010 Price Breakout Schedule has been replaced in its entirety

ii. Section 00 11 50.00 06 VA006 – Statement of Work has been replaced in its entirety

Proposals are due no later than 2:00 PM ET on Monday, 11 September 2023. Submit your proposal by email to Rachael.L.McClellan@usace.army.mil. Proposals not received by the stated date/time will not be considered. Please acknowledge receipt of this RFP amendment by signing below in the space provided and returning to Rachael McClellan via email at Rachael.L.McClellan@usace.army.mil.

If you have contractual questions, please contact Rachael McClellan at Rachael.L.McClellan@usace.army.mil. 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. All Offerors are reminded that the Government reserves the right to award this RFP based on the initial proposals, as received, without discussion.

W912QR-31720390_NRP15-0001

Sincerely, Jesse E. Scharlow Contracting Officer

ACKNOWLEDGEMENT OF AMENDMENT:

(Signature) (Date)

(Printed Name)

(Firm Name)

SCHARLOW.JE

SSE.E.1298182

Digitally signed by

SCHARLOW.JESSE.E.1298

182471 Date: 2023.09.07 10:58:23 -04'00'

Amendment 0001

SECTION 00010 - SOLICITATION CONTRACT FORM

SECTION 00010 – PRICE BREAKOUT SCHEDULE

PROJECT: The Scope of Work (SOW) is for the design and construction services required to repair failed or failing roofs in the United States Army Reserve Command (USARC) roofing inventory under the NRP FY23 Project 15

LOCATIONS:

PROPOSER’S NAME:

ITEM

NUMBER Description UNIT AMOUNT

BASE Work For VA070

0001 Construction: All work, materials, and labor JOB $___________ required to replace the roof at VA070 Building Hangar Section 1

0002 Construction: All work, materials, and labor JOB $___________ required to replace the roof at VA070 Building Hangar Section 2

0003 Construction: All work, materials, and labor JOB $_ required to replace the translucent fiberglass sandwich panel wall system at VA070

0004 Construction: All work, materials, and labor JOB $_ required to provide new rooftop mounted equipment platforms at VA070

0005 Construction: All work, materials, and labor JOB $___________ required to replace the roof hatch at VA070 Building Hangar Section 1

TOTAL PROJECT BASE PROPOSAL $

OPTIONS: Options may be exercised up to 150 days from Notice to Proceed

OPTION 1 Work For VA006 0006 Construction: All work, materials, and labor JOB $___________ required to replace the roof at VA006 Building USARC Section 1A

0007 Design: All work and labor required to JOB $___________ design the roof at VA006 Building USARC Section 1A

FACILITY LOCATION

VA070 Newport News, VA VA006 Charlottesville, VA

AMENDMENT 0001*********************************************************************

0008 Construction: All work, materials, and labor JOB $___________ required to replace the roof at VA006 Building USARC Section 1B

0009 Design: All work and labor required to

Building USARC Section 1B JOB $___________

Total Option 1 $___________

******************************************************************AMENDMENT 0001

OPTION 2 Work For VA006 0010 Construction: All work, materials, and labor JOB $___________ required to replace the roof at VA006 Building USARC Section 1C

0011 Design: All work and labor required to JOB $___________ design the roof at VA006 Building USARC Section 1C

0012 Construction: All work, materials, and labor JOB $___________ required to replace the roof at VA006 Building USARC Section 1D

0013 Design: All work and labor required to

Building USARC Section 1D JOB $___________

Total Option 2 $___________

OPTION 3 Work For VA006 0014 Construction: All work, materials, and labor JOB $___________ required to replace the roof at VA006 Building OMS Section 2A

0015 Design: All work and labor required to JOB $___________

Building OMS Section 2A

Total Option 3 $___________

TOTAL ALL OPTIONS PROPOSAL $

TOTAL PROJECT BASE PLUS OPTIONS PROPOSAL $

Provide the binding contract rates and hours included in job prices above for all base and option tasks.

Project Manager _______ hours x _______ = $___________

Superintendent _______ hours x _______ = $___________

CQC Manager _______ hours x _______ = $___________

Site Safety Health Officer _______ hours x _______ = $___________

NOTES FOR CONTRACT LINE ITEM (CLIN) SCHEDULE

NOTE NO. 1. To better facilitate the receipt and proposal process, all modifications to proposals are to be submitted on copies of the latest Contract Line Item (CLIN) schedules as published in the solicitation or the latest amendment thereto. In lieu of indicating additions/deductions to line items, all Offerors should state their revised prices for each item.

NOTE NO. 2. Offerors must insert a price on all numbered items of the CLIN Schedule. Failure to do so may result in the offer being unacceptable.

NOTE NO. 3.

The Offeror’s Base Bid and all Options will be evaluated for best value to the Government. The basis for award is the trade-off process. In accordance with 52.217-5, Evaluation of Options, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the options.

--END OF CLIN SCHEDULE—

FY23 NRP Project 15 VA006, Charlottesville, VA P2 507756 17-Jul-23

SECTION 01 11 50.00 06

Version CERTIFIED FINAL

01 11 50.00 06

Task Order SCOPE OF WORK

1. PROJECT INFORMATION

1.1. GENERAL

Design/Build: 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 Roof Replacement Project at VA006 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.

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. The work includes design and construction to replace the following roof systems located at VA006:

Building RFID (SF) Section(s) Existing Roof System USARC (7,300 SF) 1A Sprayed Polyurethane

Foam Roofing USARC (1,900 SF) 1B Sprayed Polyurethane

Foam Roofing USARC (2,000 SF) 1C Sprayed Polyurethane

Foam Roofing USARC (4,200 SF) 1D Sprayed Polyurethane

Foam Roofing OMS (1,400 SF) 2A Sprayed Polyurethane

Foam Roofing

Design/Build: 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.

Design/Build: 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 project is included as part of the work of this Contract.

1.3. SITE LOCATION

This project is located at Charlottesville, VA.

1.4. EXISTING SITE UTILITIES

1.4.1. The contractor shall verify the location of all utilities serving the building. Upgrading the existing utilities, (unless noted otherwise) outside the limits of construction, is not a part of this project.

1.5. BID OPTIONS

1.6. NOT USED

1.7. ATTACHMENTS

Design/Build: 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.

a. ATTACHMENT A: Site Location

b. ATTACHMENT B: Building Layout Plans

c. ATTACHMENT C: Site Inspection Report, 2008

d. ATTACHMENT D: Supplemental Inspection Information

1.8. NOT USED

1.9. NOT USED

1.10. NOT USED

1.11. NOT USED

1.12. NOT USED

1.13. NOT USED

1.14. PERSONNEL REQUIREMENTS AND QUALIFICATIONS

1.14.1. Contractor design team shall include a Structural Engineer for evaluation of the existing roof structure.

1.15. NOT USED

1.16. NOT USED

1.17. NOT USED

1.18. NOT USED

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 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD), Volume 1. 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

2.2.1. The Contractor shall prepare a 100% design for the project 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.

2.2.2. Design Milestone Schedule

Notice to Proceed (NTP) Day 0 Design Quality Control Plan (DQCP) NTP + 14 Days Charette Report (FIO, on-site) NTP + 60 Days Final Submittal NTP + 120 Days Final Plan in Hand Meeting (on-site) NTP + 138 Days Corrected Final Submittal NTP + 152 Days Certified Final Submittal NTP + 160 Days

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. Design Milestone Meetings

2.4.1. Charette / Kickoff Meeting

2.4.1.1. Shall be in person and on-site.

2.4.2. Final Design / Plan-in-hand Review Meeting

2.4.2.1. Shall be in person and on-site.

2.5. NOT USED

2.6. NOT USED

2.7. NOT USED

2.8. NOT USED

2.9. NOT USED

2.10. NOT USED

2.11. NOT USED

2.12. GOVERNMENT FURNISHED MATERIALS

2.12.1. GFM Handover

The GFM has been provided as part of the Solicitation package.

2.12.2. GFM File Formats

GFM are provided only in PDF format.

2.13. (See Paragraph 2.1 Section 01 11 00.00 06 )DESIGN SUBMITTAL

DISTRIBUTION MATRIX

Submittal Reviewers & Mailing Addresses

U.S. Army Corps of Engineers Ryan A. Fagan Ryan.a.fagan@usace.army.mil LRL-ED-MA Room 414 600 Doctor Martin Luther King Junior Place Louisville, KY 40202

Timothy M. McClellan, P.E., RRC Timothy.m.mcclellan@usace.army.mil LRL-ED-MA Room 414 600 Doctor Martin Luther King Junior Place

Michael Brooks Michael.s.brooks@usace.army.mil

LRL-CDR

Jeffrey E. Bayers, P.E., P.M.P.

Jeffrey.e.bayers@usace.army.mil

LRL-PM-R

Stephen Coffey USARC-ARIMD Engineering Branch Program Manager: BUILDER, NRP, & FRP Phone: 910-570-8961 Email: Steve.W.Coffey3.civ@mail.mil

John P. Hearn / COR Supervisory Construction Control Rep, COR john.p.hearn@usace.army.mil US Army Corps of Engineers – Wright Patterson Resident Office 2475 K Street Bldg 52

WPAFB OH 45433

937-656-6463 (Desk) 937-510-8228 (Work Cell)

3. GENERAL CONSTRUCTION REQUIREMENTS

3.1. SUMMARY

3.1.1. The requirements include:

a. Construction considerations and use of the premises.

b. Protection of personnel and Government property.

c. Construction facilities and job site standards.

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

3.2. GENERAL INFORMATION

mailto:Timothy.m.mcclellan@usace.army.mil mailto:Michael.s.brooks@usace.army.mil mailto:Jeffrey.e.bayers@usace.army.mil

3.2.1. NOT USED

3.2.2. NOT USED

3.2.3. Coordinate all construction activities with:

a. Contracting Officer’s Representative

b. Building Occupants

3.2.4. NOT USED

3.2.5. NOT USED

3.2.6. NOT USED

3.2.7. NOT USED

3.2.8. NOT USED

3.2.9. Project and Safety Signs. See 01 50 00, Paragraph 2.1.3.

3.3. DOCUMENTATION

3.3.1. NOT USED

3.3.2. NOT USED

3.4. NOT USED

3.5. Work Schedule under Section 01 11 00.00 06 Paragraph 3.9.1.2 is changed to “Work S WORK SCHEDULE: The Contractor shall schedule the work between the hours of 7:00 a.m. and 4:30 p.m. Monday through Friday except Federal Holidays.

3.5.1. 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.

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

3.6. Contractor Personal Vehicle Parking under Section 01 11 00.00 06 Paragraph 3.9.1.7 is changed to Contractor Personal Vehicle Parking:

The contractor may use a limited number of parking spaces in the existing lots for the contractor’s employee parking of personal vehicles. The Contractor shall coordinate with the Government on the exact number of available spaces, and shall make provisions to transport employees to the site should inadequate parking spaces be available on site. Parking in these areas is available on a first-come first served basis.

4. NOT USED

5. NOT USED

6. EXTERIOR EQUIPMENT

6.1. NOT USED

AMENDMENT 0001************************************************************

7. ARCHITECTURAL / BUILDING ENVELOPE

7.1. Internal roof drain at front entrance is leaking and should be designed for repair/replacement.

7.2. Approximately 400 LF of sealant repair is needed around USARC building.

7.3. Metal wall panel needs to be installed on in-use chimney stack and chimney cap needs installed.

7.4. Contractor shall clear weep holes blocked by mulch around building.

7.5. AHU, miscellaneous ductwork, exhaust fans and motors abandoned around building and should be designed for removal – Coordinate with COR and RFOS.

7.6. Fire Alarm Conduit is against the deck of the metal panels in the USARC Building. Contractor shall relocate conduit as necessary for roof installation.

7.7. Soffit needs replaced around entire USARC building.

7.8. Warehouse Storage

7.8.1. Remove old exhaust fans, motors, and duct work inside and outside building – Coordinate with COR and RFOS

7.8.2. Contractor should plan for limited access at rear of

building.

7.8.3. New flashing, downspouts, and gutters needed.

7.8.4. AHU and miscellaneous ductwork on roof needs replaced, all abandoned – Coordinate with COR and RFOS.

************************************************************AMENDMENT 0001

8. NOT USED

9. NOT USED

10. NOT USED

11. NOT USED

12. NOT USED

13. NOT USED

AMENDMENT 0001***************************************************************

14. Roof System

14.1. USARC Building (Sections 1A-1D)

14.1.1. Replace existing Sprayed Polyurethane Foam Roofing with 3-ply Modified Bitumen roofing system. Contractor shall replace up to 20% of metal decking.

14.2. OMS Building

14.2.1. Replace existing Sprayed Polyurethane Foam Roofing with 3-ply Modified Bitumen roofing system. Contractor shall replace up to 20% of metal decking.

***************************************************************AMENDMENT 0001

--End of Section --

MATOC Letter 0001
SUMMARY OF CHANGES
00010 – PRICE BREAKOUT SCHEDULE
01 11 50.00 06

File details come from the government source that posted it. Updated .