B.08 - MATOC Solicitation - W912HN15R0808 - FA-80001-20 - FA-80002-20 signed.pdf

Fort Bragg, North Carolina

Task Order Number

W912HN-15-R-0808

Annual Rubber Removal and Restriping, MAAF/SAAF Annual Joint Seal Crack, Spall Repair, MAAF/SAAF Procurement and Contracting Requirements

PN FA-80001-20

PN FA-80002-20

July 2020

U.S. ARMY ENGINEER DISTRICT, SAVANNAH

CORPS OF ENGINEERS

100 WEST OGLETHORPE AVENUE

SAVANNAH, GEORGIA 31401-3640

US Army Corps of Engineers Savannah District

DEPARTMENT OF THE ARMY

SAVANNAH DISTRICT, CORPS OF ENGINEERS

100 W. OGLETHORPE AVENUE

SAVANNAH, GEORGIA 31401-3640

REPLY TO July 29, 2020

ATTENTION OF:

Contracting Division Execution Branch

SUBJECT: MATOC Request for Proposal for Task Order Request Number W912HN-15- R0808, Bragg Airfield MATOC W912HN-15-R-0008 - Project Numbers FA-80001-20 & FA- 80002-20, Fort Bragg, NC

1. In accordance with Local Clause 52.216-4008, Multiple Award Fair Opportunity Task and Delivery Order Contracts, the subject project is being offered to all Offerors in the MATOC pool, as identified below, giving each fair opportunity to compete for this action by issuance of this Request for Proposal (RFP) letter. Any Offeror who does not wish to be considered for this particular task order is requested to notify this office in writing, within seven (7) calendar days of receipt of this letter, indicating reason for non-participation. Those who do wish to compete must submit a proposal by the date and time indicated in paragraph 28 below, and in accordance with the criteria specified herein.

Cutting Edge Concrete Services, Inc.

18020 National Trails Highway Oro Grande, CA 92368 Email: wolf@cecsinc.net Phone: 760-955-2888

RC Construction Co., Inc.

818 Walnut St Greenwood, MS 38930 Email: njohnson@rcconst.net Phone: 662-453-2424

Sand Point Services, LLC 615 East 82nd Ave, Suite 200 Anchorage, AK 99518 Email: cwoodruff@tdxservices.com Phone: 907-602-1012

Summers Concrete Contracting, Inc.

5538 Coppage Road Hahira. GA 31632 Email: summersoffice@windstream.net Phone: 229-794-1023

Trend Construction, Inc.

1826 N. Alafaya Trail #100 Orlando, FL 32826

Email: dlagalle@trendinc.biz Phone: 407-249-6678

2. Scope of Work.

2.1. Brief Description of the Scope of Work: Please see Attachment 2 for a description of scope of work for the following projects:

FA-80001- Rubber Removal and Restriping MAAF/SAAF FA-80002 - Joint/Seal, Crack, Spall Repair MAAF/SAAF

2.2. Interested participants must submit a price and technical proposal for work detailed in the scope of work, drawings and specifications posted on BETA.SAM.gov. To access the full scope of work, specifications and drawings go to the following link:

https://www.beta.sam.gov and search for the solicitation number.

3. Technical Inquiries:

3.1. Technical Inquiries are to be submitted via Bidder Inquiry in ProjNet at www.projnet.org\projnet, Bidder Inquiry Key: JZ34EY-T5Z2RG. All questions regarding this RFP must be submitted in writing via aforementioned method no later than five (5) calendar days prior to the date established for receipt of proposals as shown in paragraph 28 below. The Government reserves the right to not respond to questions/inquiries received after this date.

3.2. To submit and review bid inquiry items, bidders will need to be a current registered user or self-register into system. To self-register go to web page, click BID tab select Bidder Inquiry, select agency USACE, enter Key for this solicitation listed above and your e-mail address, click login. Fill in all required information and click create user. Verify that information on next screen is correct and click continue.

4. If an Offeror believes the requirements in this RFP contain an error, omission, or are otherwise unsound; the offeror shall immediately notify the Contracting Officer in writing, to include supporting rationale.

5. Wage Decision NC20200090 (Cumberland County) dated 01/03/20 applies to Simmons Army Airfield (SAAF). Wage Decision NC20200089 (Richmond County) dated 01/03/2020 applies to work at Mackall Army Airfield (MAAF) for Task Order Pricing Schedule (Attachment 1). Offerors are reminded that wage determinations are subject to change prior to award. All proposed pricing shall be based on the most current wage rates.

All offerors are encouraged to review wage rates established by the Department of Labor prior to submitting proposals. It is your responsibility to check for the most current Davis Bacon wage rates prior to negotiations and prior to award. The Government will ensure the most current wage rates are included in the task order award.

6. Period of Performance –

BASE CLINS 0001-0002 – The Period of Performance for the Base CLINS is 365 calendar days after receipt of Notice to Proceed.

OPTION CLINS 0003-0008 – The Contracting Officer may exercise Optional CLIN by written notice to the Contractor within 120 days after receipt of the NTP. If any option is awarded, the contract period of performance is not impacted, the work will be performed concurrently with the base work for a total contract period of performance not to exceed 365 calendar days.

6.1 The contractor shall be assessed the amount of $982.97 liquidated damages per calendar day for failure to complete the prescribed work within the performance period.

7. Construction Cost Limitation. The cost limitation for SRM Funded Contract Line Items (CLINs) for both FA-80001-20 and FA-80002-20 is $500,000 each. This limitation includes both design and construction costs and shall not be exceeded.

8. Site Visits.

8.1. Pursuant to Clause 52.237-2, Site Visit (Construction), a site visit will be conducted at the Barracks Resident office, 3630 Alpha Street, Bldg. 3-2716 Fort Bragg, NC on 8/10/2020 beginning at 9:00 a.m. EST. The POC for the site visit is Seyed Kamalbake and he can be contacted at 910-308-8603 or e-mail at Seyed.H.Kamalbake@usace.army.mil

8.2. Prior to the submission of any proposals, all offerors are required to visit the project site location to become familiar with the project requirements. A proposal will not be rejected only because the offeror fails to visit the project site. Failure to visit the project site will not relieve the bidder from responsibility for performance of the work and compliance with the terms and conditions of any resultant contract. In no event will a failure to inspect the site constitute grounds for a claim after award of the task order.

9. Notice of Requirement for Affirmative Action to ensure Equal Employment Opportunity for Construction, Pursuant to Clause 52.222-23:

Goals for Participation for Each Trade

Percentages

Females 6.9% Minority (Cumberland County) 26.2% Minority (Richmond County) 33.5%

10. AT/OPSEC Requirements:

Access, General Protection, and Security Policy and Procedures.

All contractor and all associated subcontractor employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks or background investigation and to meet installation/facility access requirements to be accomplished by installation Provost Marshal, Director of Emergency Services, or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

iWATCH Suspicious Activity Reporting Training.

The contractor and all associated subcontractors shall receive a briefing/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after completion of the training.

For Pre-Screening Candidates Using E-Verify Program.

The contractor must pre-screen Candidates using the E-verifying Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidate must be provided to the COR no later than 3 business days after the initial contract award.

When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, with the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.

11. Contract Manpower Reporting Application (CMRA):

The Office of the Assistant Secretary of the Army (Manpower & Reserve Affairs) operates and maintains a secure Army data collection site where the Contractors will report manpower data relating to the performance of services contracts (including construction projects for repairs, maintenance, construction, and demolition projects that utilize Operations and Maintenance funds) into the System for Award Management (www.sam.gov).

12. Monthly Anticipated Adverse Weather Delay. Pursuant to Clause 52.249-4001 I Time Extensions for Unusually Severe Weather (APR 1991 OCE)

Workdays Based on 5-Day Work Week

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

10 9 6 4 4 6 8 7 4 4 5 9

13. Additional Contractor Requirements.

13.1. Project Involves Handling of Asbestos or Lead Base Paint

13.2. Occupancy During Construction

13.3. CQC System Requirements

CQC Manager CQC Personnel

Civil Mechanical Electrical Structural Architectural Environmental Submittal Clerk Concrete, Pavements and soils TAB Personnel Design Quality Control Manager

SSHO

13.4. Resident Management System Contractor Module (RMS CM) Required

13.5. Project Sign Required

13.6. Submittals are required on all materials.

13.7. Site Visit Requirements

Video Tape Digital Pictures

14. After task order award:

Site Safety and Health Plan Quality Control Program

Design After Award Work Plan – Design/Build. The design requirements are:

a. Medium Submittal - Contractor will submit Full Design (60%, 90%, 100%, and Corrected Final submittals); abridge set of specifications with project data, erosion control plan and permits. Re-line specs will be provided by Contractor until Corrected Final. Corrected Final will be signed/sealed.

b. Distribution of Submittals:

Number Item

3 ½ Size Drawings 2 Full Size Drawings 3 Specifications 4 CDs

In addition to the above design requirements, Contractor will be responsible for FAA 7460s. Contractors are responsible for coordinating NCDEQ permits with the Fort Bragg DPW Water Management Branch. For plan reproduction, in addition to the above quantities of submittal distribution, Contractor’s A-E shall be responsible for including 5 sets of drawings being sent to DPW Water Management Branch. Contractor A-E shall also include 2 design packages to be sent to USACE Transportation System Center for review. Cost for reproduction shall be the responsibility of the contractor. Addresses for the above individuals can be coordinated after award

Construction Schedule Bar Chart

CPM

Weekly Progress Report Telephone Conversation/Correspondence Records Site/Project Specific Remediation Report As-Built/In Progress Drawings

15. After construction completion, prior to final payment:

As-Built/Final Drawings

16. Specific Applicable Specifications from the Master Contract:

01 11 00 – Summary of Work 01 30 00 – Administrative Requirements 01 32 01.00 10 – Project Schedule 01 33 00.00 37– Submittal Procedures 01 33 16.00 10 – Design Data (Design After Award) 01 33 29 – Sustainability Reporting 01 35 26 – Governmental Safety Requirements 01 42 00 – Sources for Reference Publications 01 45 00.00 10 – Quality Control 01 45 00.15 10 – Resident Management System Contractor Mode (RMS CM) 01 50 00 – Temporary Construction Facilities and Controls 01 57 19 – Temporary Environmental Controls 01 74 19 – Construction and Demolition Waste Management 01 78 00 – Closeout Submittals 01 78 23 - Operation and Maintenance Data

Other Specifications:

17. Excavation Permit: The contractor shall have a completed and approved Excavation Permit prior to any excavation, to include sign or fence-post holes. The Contractor shall schedule an appointment with the DPW to locate utility lines at least 24 hours prior to any excavation.

18. Disposal Permits: A permit is required to use the installation land clearing and inert debris and demolition landfills. Landfill permits shall be processed with the Environmental Compliance Branch of the DPW Environmental & Natural Resources Division. Permits are issued for the life of the specific contract only. See Enclosure 11, Solid Waste and Recycling Requirements. Only materials produced on the project for which the permits are issued may be disposed of in the land clearing and inert debris and demolition landfills. The Contractor shall keep a copy of the completed permit with the vehicle throughout the contract disposal operation. Copies of the disposal permit forms will be provided at the Pre-construction Conference.

The Fort Bragg Landfill is closed for most materials. Assume that all material will need to be removed from Fort Bragg, however C&D portion may open before contract is completed. If landfill opens, then select material may be required to be delivered to the Government landfill for disposal. Coordinate with DPW Environmental Compliance Branch for all necessary hauling and disposal permits. Concrete debris is allowed if broken.

19. Borrow Permits: A permit is required to use the base borrow material pits. Borrow pit permits shall be processed with the Environmental Compliance Branch of the DPW Environmental & Natural Resources Division. Permits are issued for the life of the specific contract only. Borrow materials may only be used on the project for which the permits are issued. The Contractor shall keep a copy of the completed permit with the vehicle throughout the contract borrow operation.

The Fort Bragg Borrow Pit is currently closed.

20. Haul Routes: The Contractor is required to obtain approval from the Resident Office for the routes he intends to use for transportation of borrow materials, construction debris, or demolition materials unless otherwise permitted in writing by the Resident. The axle load of earth-hauling equipment operating on paved streets shall not exceed 12,000 pounds.

21. Utility Outages and Road Closures: Utility, road and railroad closures require a minimum 10 working days advance written notice and will be subject to Resident Office approval. In the case of a road closures, a sketch shall be provided showing the closure location and all necessary signs and barricades. Necessary signage, barricades, flag persons, lights (including temporary traffic control lights), and markings for the safe movement of the public during construction shall be in accordance with the Manual on Uniform Traffic Control Devices, and shall be provided at no additional expense to the Government.

22. Availability and Use of Utility Services: Utility services required on the job site for the accomplishment of the work

Will NOT be furnished at any cost to the Contractor However, the Government will make no connections or alterations to the existing utility systems for the Contractor. Utilities for offices and/or storage buildings or areas will be billed to the Contractor monthly and will not be furnished free of charge. The Contractor shall be responsible for installing meters or other connections at no cost to the Government. At the conclusion of the contract, the Contractor shall remove all temporary connections, distribution lines, meters and associated paraphernalia unless otherwise directed by the Resident Office. Prior to installing any utility connections at an office/storage site, the plan will be approved by the Resident Office. When utility meters are installed, the Contractor shall notify the Resident Office for the initial meter reading. Failure to obtain this initial reading will result in the Contractor being charged for the entire amount shown on the meter. (Reference Specification 01 50 00).

23. Contractor Storage and Trailers: The Contractor shall place or paint a sign on all of his storage trailer(s) and building(s) used on this contract. At a minimum, the sign shall contain the name of the Contractor and a telephone number at which the contractor can be reached. The trailer(s) and building(s) shall be completed with gates and/or doors which can be locked. Only material for this project shall be stored in the trailer(s) or building(s). The Contractor shall remove the storage trailer(s) or building(s) within 30 days after completion of the contract and prior to submitting his final invoice. The area around the storage trailer(s) and building(s) shall be kept clean.

24. Safety: Safety will be in compliance with the current version of the Corps of Engineers Safety Manual EM 385-1-1. Use of appropriate safety equipment is mandatory and not limited to hard hats and steel-toed shoes. Contractor is responsible for daily clean up and complete restoration of the area once the contract is complete.

25. Hours of Work: Work shall be accomplished between the hours of 0730 thru 1630 hours daily, Monday through Friday on non-Government holidays. Legal holidays falling on Saturday are observed on the preceding Friday and those falling on Sunday are observed on the following Monday. Work schedule and facility security to be coordinated with the Resident Office for facility access and security maintenance during duration of work. Contractor shall not work outside of the stated hours of work, without first obtaining approval from the Resident Office.

26. Warranty: The contractor shall provide a minimum of one (1) year warranty on all materials and workmanship from the date of the Government’s acceptance of the work.

27. Proposals.

27.1. Bid Guarantee: Pursuant to Clause 52.228-1, Bid Guarantee, Offerors are required to submit a bid bond with their proposal by the time and date set for receipt of proposals. The Bid Guarantee shall be 20% of the bid price or $3 Million, whichever is less. Bid bonds must be submitted in original form and contain original signatures. Photocopied, facsimile, scanned or otherwise mechanically reproduced bid bonds will not be accepted. Failure to submit a proper bid bond may be cause for rejection of an Offeror’s proposal.

The original bid bond must be mailed to:

U.S. Army Engineer District, Savannah ATTN: CECT-SAS-E (Rohan Bryan) 100 West Oglethorpe Ave.

Savannah, GA 31401

27.2. Evaluation of Options: Pursuant to Contract Clause 52.217-5, 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 option(s).

28. Submission of Proposals:

28.1. In an effort to reduce paperwork and reduce cost, all proposals shall be submitted electronically. All submissions should be in Adobe PDF format. The Price Proposal shall be submitted as a single file. Offerors may use compressions utility software such as WinZip or PKZip to reduce file size and facilitate transmission.

Title the file(s) in the following format:

W912HN-15-R-0808_COMPANY NAME_VOLUME I

TAB A Task Order Pricing Schedule

28.2. Submit proposals electronically via the DoD SAFE website at https://safe.apps.mil/.

At the DoD SAFE website select the link: I do not have a CAC or this machine is not configured to read my CAC and I would like to access DoD SAFE as a Guest User, to register, access the site and submit your proposal(s). [Note: It has been reported that documents are more quickly uploaded into the DoD SAFE website when using a Firefox web browser. The Government cannot verify that this is true and offers no guarantee that Offerors will have more success utilizing any particular browser.]

28.3. When your proposal is submitted via the DoD SAFE website, the website will provide notification of the submittal to the Government recipients. When completing the information for transmittal at the DoD SAFE website, you will be required to enter email addresses for the recipients. For this solicitation, the recipients will be the Contracting Officer and Contract Specialist. The Contract Specialist for this project is Rohan Bryan, whose e-mail address is Rohan.A.Bryan@usace.army.mil. The Contracting Officer for this project is Gregory Graham, whose e-mail address is gregory.m.graham@usace.army.mil. These e-mail addresses are the ones you will enter as recipients.

28.4. In addition, after uploading your documents, you will be required to verify your email address before DoD SAFE will send notification to the Government recipients. This is a very important step – even if you successfully upload your proposal to DoD SAFE, notification will not be sent to the Government until you verify your email address, which may result in the rejection of your proposal for lateness. Follow the instructions on the DoD SAFE website and the confirmation emails you receive from DoD SAFE.

28.5. Proposal Due Date and Time:

Request for Proposal No: W912HN-15-R-0808 Due Date of Proposal: 08/28/2020 Time by which Proposals are due: 12:00 pm (E.T.)

Title of Project: Annual Rubber Removal and Joint Spall Repair, FA-80001-20 and FA-80002-20, Fort Bragg, NC

28.6. The date and time of delivery will be established by the time of receipt of the e-mail notification to the Contract Specialist and Contracting Officer by the DoD SAFE website, not by the date and time of uploading of the proposal into the DoD SAFE website. Do not assume that electronic communication is instantaneous – in fact, it can take several minutes or even hours in some cases. Please make allowances for delays in transmittal. If an electronic submission is uploaded minutes before the deadline but notification is not actually received in the recipients’ e-mail inboxes until after the deadline, the submission will be considered late.

28.7. The Government will not be responsible for proposals or bid bonds delivered to any location or to anyone other than those designated to receive proposals on its behalf.

Offerors are responsible for ensuring that proposals are submitted so as to reach the designated recipient of proposals. Offerors are responsible for allowing sufficient time for the proposal and the bid bond to be received in accordance with the information provided.

28.8. Offerors shall acknowledge all revisions to the RFP issued prior to the due date for the submission of proposals in writing via a cover letter accompanying the proposal, unless instructed to do otherwise by the Contracting Officer.

28.9. For all revisions to the RFP issued after the submission of proposals, the offerors shall acknowledge the revision in writing, at the time and place directed by the Contracting Officer in the revision letter.

29. Instructions to Offerors: Pursuant to Clause 52.215-1, Competitive Acquisitions, the Government reserves the right to make award without discussions. Therefore, Offerors should submit their best technical and price terms in their initial offer and not automatically assume that they will have an opportunity to participate in discussions, if later determined to be in the best interests of the Government, or to submit a revised offer. Discussions, if held, may be held with only the highest rated Offerors or Offeror.

30. Basis of Award: Award will be based on Price Only. Offerors are reminded to include their best price terms in their initial offer and not to automatically assume they will have an opportunity to participate in discussions or be asked to submit a revised offer.

Price will be evaluated for completeness (including price submission errors or omissions and areas requiring clarification), price reasonableness, and unbalanced pricing. A price analysis will be performed for all proposed CLIN prices in order to make the fair and reasonableness determination. Reasonableness is an assessment of whether the proposed price is too high. In conducting the reasonableness analysis, the Government will use one or more price analysis techniques described in FAR 15.404-1(b). Reasonableness will be established using available pricing tools such as historical price information, price competition information, and the Independent Government Estimate. A determination of unreasonableness may render the proposal un-awardable.

In accordance with FAR 15.404-1(g), Offeror’s proposal will be assessed for the presence of unbalanced pricing. Unbalanced pricing exists when, despite an acceptable total evaluated price, the price of one or more contract line items is significantly over or understated as indicated by the application of cost or price analysis techniques. An offer may be rejected if the Contracting Officer determines that the lack of balance poses an unacceptable risk to the Government.

Historical price information, competitive price information, the Independent Government Estimate (IGE), or any other pricing tool as necessary may be utilized in making this determination.

If deemed necessary the Government will request a supplemental price breakdown. This information may be used to assist the Government in performing the price evaluations described above.

The Government will make award to the lowest priced Offeror who is deemed responsive, responsible and whose proposed price has been determined to be fair and reasonable.

The Government may consider past performance of the prime contractor on previous Task Orders awarded under this basic MATOC when making a Responsibility Determination. The Government will consider relevant projects that are successfully completed, or substantially completed from sources available to it, including information from Past Performance Information Retrieval System (PPIRS), using all CAGE/DUNS numbers of the prime contractor, inquiries of owner representatives, Federal Awardee Performance and Integrity Information System (FAPIIS), Electronic Subcontract Reporting System (eSRS), and any other known sources not provided by the Offeror.

31. If you have any questions, please contact Rohan Bryan at (912) 652-5619.

Sincerely, Gregory M. Graham Contracting Officer

GRAHAM.GREGORY.MICHA

EL.1283656345

2020.07.29 10:21:10 -04'00'

Attachments(s)

1. Task Order Price Break-Out Schedule

2. Detailed Scope of Work

Enclosure(s)

1. Appendix A - TWY J South T07B

2. Appendix B - TWY K T09B

3. Appendix C - TWY L T10B

4. Appendix D - TWY M T08B

5. Appendix E - Hot Refuel Pads Initial Phasing Plan

6. Appendix F - Simmons ADTIP AAF-19-14

7. Appendix G - Mackall ADTIP AAF 19-15

8. Appendix H - Fort Bragg Solid Waste and Recycling Requirements

Attachment 1 Price Break-Out Schedule

Total Base (Items 0001 through 0002) $________________________

Total Option 1 (Item 0003) $________________________

Total Option 2 (Item 0004) $________________________

Total Option 3 (Item 0005) $________________________

Total Option 4 (Item 0006) $________________________

Total Option 5 (Item 0007) $________________________

Total Option 6 (Item 0008) $________________________

Total (Items 0001 through 0008) $________________________

ITEM

No. Description Quantity U/M Unit Price Amount

FA-80001-20 ANNUAL RUBBER REMOVAL AND RESTRIPING

0001 BASE: Simmons Army Airfield (SAAF) – Design and Construction for Restriping 1 JB XXX INFO ONLY

0001A SAAF Taxiway Juliet South Repainting 1 JB XXX $______________

0001B SAAF Taxiway Kilo

FA-80002-20 ANNUAL JOINT SEAL, CRACK, SPALL REPAIR

0002 BASE: SAAF – Design and Construction for SouthWest Ramp Mooring Points 1 JB XXX $______________

FA-80001-20 ANNUAL RUBBER REMOVAL AND RESTRIPING

0003 Option 1: SAAF Taxiway Lima

0004 Option 2: SAAF Taxiway Mike

FA-80002-20 ANNUAL JOINT SEAL, CRACK, SPALL REPAIR

0005 OPTION 3: Design and Construction SAAF Hot Refuel Pads 1 JB XXX $______________

0006 OPTION 4: Design and Construction SAAF Runway 09/27 Crack Sealant 1 JB XXX $______________

0007 OPTION 5: Design and Construction Mackall Army Airfield (MAAF) Taxiway Delta Crack Sealant 1 JB XXX $______________

0008 OPTION 6: Design and Construction MAAF Runway 11/29 Crack Sealant 1 JB XXX $______________

Notes for Task Order Pricing Schedule:

Note 1:

a. Pursuant to FAR Clause 52.211-10 of the base contract, the work shall be completed within 365 days after receipt of Notice to Proceed.

b. Pursuant to FAR Clause 52.217-7 of the base contract, the Contracting Officer may exercise Optional CLIN by written notice to the Contractor within 120 days after receipt of the NTP. If any option is awarded, the contract period of performance is not impacted, the work will be performed concurrently with the base work for a total contract period of performance not to exceed 365 calendar days.

Note 2: Offers providing less than 90 calendar days for Government acceptance after the date offers are due, will not be considered and will be rejected.

Note 3: CAUTION - Offerors shall insert a price on all numbered items of the Task Order Pricing Schedule (Attachment 1). Failure to do so may result in rejection of an Offeror’s proposal.

Note 4: 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 shall state their revised prices for each item.

Project Numbers FA-80001-20 and FA-80002-20

Annual Rubber Removal and Joint Spall Repair Fort Bragg, NC

Attachment 2 Scope of Work

FA-80001-20 Rubber Removal and Restriping

Simmons Army Airfield (SAAF):

CLIN 0001A – Base Bid – SAAF TWY Juliet South (T07B) Repainting:

A/E Contractor is responsible for any survey associated with the evaluation and design.

A-E shall prepare detailed demolition sheets and proposed pavement marking sheets.

Contractor will abolish all markings (including deceptive edge) within the limits identified (Appendix A) per guidance in UFC 3-260-04 and as prescribed in the following sentences unless shown otherwise. Removal of pavement markings on flexible pavements will be by grinding/scarifying. Removal of pavement markings on PCC will be performed with UHPW. At all times, regardless of pavement type, any joints, crack sealant will be protected from the removal process. If crack sealant exists and is disturbed by the paint removal process, or if joint sealants are damaged, it is the Contractor’s responsibility to restore crack sealant or joint sealant per applicable UFC (e.g. UFC 3-270-01). After removal of the pavement markings but prior to layout and paint of new markings, Contractor shall install asphalt surface treatment to flexible pavements per UFGS 32 01 13.63. Product basis of scope of work is GSB-88 or equivalent. Apply non-reflective temporary pavement markings per UFC 3-260-04 within 24 hours of surface treatment. After manufacturer representative recommended cure time (approximately 30 days), Contractor shall install proposed permanent pavement markings as identified and per guidance in UFC 3-260-04. Contractor will utilize Type III beads in permanent pavement markings.

CLIN 0001B – Base Bid - SAAF Taxiway Kilo (T09B) Repainting:

Contractor is responsible for any survey associated with the evaluation and design. A- E shall prepare detailed demolition sheets and proposed pavement marking sheets.

Contractor will abolish all markings (including deceptive edge) within the limits identified (Appendix B) per guidance in UFC 3-260-04 and as prescribed in the following sentences unless shown otherwise. Removal of pavement markings on flexible pavements will be by grinding/scarifying. Removal of pavement markings on PCC will be performed with UHPW. At all times, regardless of pavement type, any joints, crack sealant will be protected from the removal process. If crack sealant exists and is disturbed by the paint removal process, or if joint sealants are damaged, it is the Contractor’s responsibility to restore crack sealant or joint sealant per applicable UFC (e.g. UFC 3-270-01). After removal of the pavement markings but prior to layout and paint of new markings, Contractor shall install asphalt surface treatment to flexible pavements per UFGS 32 01 13.63. Product basis of scope of work is GSB-88 or equivalent. Apply non-reflective temporary pavement markings per UFC 3-260-04 within 24 hours of surface treatment. After manufacturer representative recommended cure time (approximately 30 days), Contractor shall install proposed permanent pavement markings as identified and per guidance in UFC 3-260-04. Contractor will utilize Type III beads in permanent pavement markings.

FA-80002-20 Annual Joint Seal, Crack, Spall Repair

CLIN 0002 - Base Bid – Southwest Ramp Mooring Points:

Contractors shall install mooring points associated with each parking spot in Parking Rows “A”, “B”, “C”, “D”, “E”, and “F” on Southwest Ramp at SAAF as shown in Appendix B. There will be a total of 6 mooring point at each CH-47/UH-60 parking space. Mooring points will be installed in existing rigid pavement per UFC 3-260-01 (MAY 2020) B11-

2.4.2 and Figure B11-6. Contractors to utilize Figure B11-3 for layout associated with each parking spot. Where existing mooring points are located within 24 inches of the proposed mooring point, coordination with COR and Airfield Manager is to occur. If slabs are cracked/damaged and/or cracked or exhibit “D” cracking, coordination with the COR and Airfield Manager is to occur. There should be one grounding point associated with each parking spot as shown in Figure B11-3, except as mentioned below. Follow guidance in UFC 3-260-04 for pavement markings associated with grounding points. Contractor shall execute pavement markings. For bidding purposes, proposed are 210 mooring points and 41 grounding points. The 6 additional grounding points are for Row D to support UH and AH aircraft. Grounding points are to be installed to meet UFC 3-535-01. AE/Contractor to accomplish survey, as necessary, to ensure all conflicts with existing joints/mooring points are depicted on design.

FA-80001-20 Rubber Removal and Restriping

CLIN 0003 – Option 1 - SAAF Taxiway Lima (T10B) Repainting:

Contractor is responsible for any survey associated with the evaluation and design. A- E shall prepare detailed demolition sheets and proposed pavement marking sheets.

Contractor will abolish all markings (including deceptive edge) within the limits identified (Appendix C) per guidance in UFC 3-260-04 and as prescribed in the following sentences unless shown otherwise. Removal of pavement markings on flexible pavements will be by grinding/scarifying. Removal of pavement markings on PCC will be performed with UHPW. At all times, regardless of pavement type, any joints, crack sealant will be protected from the removal process. If crack sealant exists and is disturbed by the paint removal process, or if joint sealants are damaged, it is the Contractor’s responsibility to restore crack sealant or joint sealant per applicable UFC (e.g. UFC 3-270-01). After removal of the pavement markings but prior to layout and paint of new markings, Contractor shall install asphalt surface treatment to flexible pavements per UFGS 32 01 13.63. Product basis of scope of work is GSB-88 or equivalent. Apply non-reflective temporary pavement markings per UFC 3-260-04 within 24 hours of surface treatment. After manufacturer representative recommended cure time (approximately 30 days), Contractor shall install proposed permanent utilize Type III beads in permanent pavement markings.

CLIN 0004 – Option 2 - SAAF Taxiway Mike (T08B) Repainting:

Contractor is responsible for any survey associated with the evaluation and design. A- E shall prepare detailed demolition sheets and proposed pavement marking sheets.

Contractor will abolish all markings (including deceptive edge) within the limits identified (Appendix D) per guidance in UFC 3-260-04 and as prescribed in the following sentences unless shown otherwise. Removal of pavement markings on flexible pavements will be by grinding/scarifying. Removal of pavement markings on PCC will be performed with UHPW. At all times, regardless of pavement type, any joints, crack sealant will be protected from the removal process. If crack sealant exists and is disturbed by the paint removal process, or if joint sealants are damaged, it is the Contractor’s responsibility to restore crack sealant or joint sealant per applicable UFC (e.g. UFC 3-270-01). After removal of the pavement markings but prior to layout and paint of new markings, Contractor shall install asphalt surface treatment to flexible pavements per UFGS 32 01 13.63. Product basis of scope of work is GSB-88 or equivalent. Apply non-reflective temporary pavement markings per UFC 3-260-04 within 24 hours of surface treatment. After manufacturer representative recommended cure time (approximately 30 days), Contractor shall install proposed permanent utilize Type III beads in permanent pavement markings.

FA-80002-20 Annual Joint Seal, Crack, Spall Repair

CLIN 0005 – OPTION 3 – SAAF Hot Refuel Pads (A28B):

Scope includes the removal and replacement of concrete slabs (including flexible and rigid shoulder pavement) associated with the hot refuel pads 1-4 at SAAF. The pads shall be reconstructed in two phases per Appendix E. A minimum of 2 refuel pads will always be operational.

Contractor is responsible for identifying safety and barricade plan to the satisfaction of the COR and Airfield Manager. Contractor to execute safety/barricade plan.

Contractors shall remove and replace PCC as shown in Figure 3-2 below. A28B shows 4 separate areas containing 8 slabs each with each slab measuring approximately 20’ wide x 18’ long and is 8 inches thick. Contractor is responsible for the geotechnical investigation per UFC 3-260-02. Contractor will utilize UFC 3-260-02 for pavement design. Contractor will include a Graded Coarse Aggregate (GCA) base course underneath the stressed and non-stressed PCC pavement. Minimum thickness for the base course will be 4 inches. The PCC pavement will not be designed less than 8 inches thick. The assumed/ subgrade modulus (k) will be 125pcf. PCASE will utilize standard traffic pattern Army Class II (IFR), Traffic Area B.

Contractor will replace drainage structure, frame and grate located along the taxiway centerline associated with each of the hot refuel pads. Appropriate tie-in will be determined by the A-E. The curb associated with the overflow pit (at extents of shoulder), along with the fueling components will not be disturbed.

Each hot refuel pad (e.g. A28B-1) will contain 6 mooring points and 2 grounding points (includes one additional ground than standard to support bi-directional flow). Mooring and grounding points will be laid out per UFC 3-260-01 (MAY 2020) Figure B11-3 but will include 2 grounding points in lieu of just one. For bidding, total mooring points are 24 and total grounding points are 8.

Contractor shall utilize neoprene preformed compression seals for the PCC pavements.

Contractor will reconstruct 10’ of asphalt pavement on all applicable sides of repair.

For bidding purposes, assume an asphalt thickness of 4.5 inches. For the stressed taxiway pavements, use NCDOT S9.5D for the surface lift and NCDOT I19.0C for the intermediate lift(s). Basis of bid will be 3 inches of NCDOT I19.0C and 1.5 inches of

NCDOT S9.5D.

For rigid and flexible shoulder pavement, utilize 5,000 passes (coverages) of single wheel load of 10,000 lbs at 250 psi (default for PCASE for airfield shoulder). Use subgrade modulus of 125 pcf for rigid pavement. For flexible shoulder pavement, assume a CBR of 5.

Contractor is responsible for subgrade preparation per UFC 3-260-02 and PCASE.

Provide pavement markings per UFC 3-260-04 for all taxiway centerline, taxiway edge, grounding point, and deceptive edge markings that may be impacted. Use Type 1A beads for all retroreflective paint. All pavement markings on PCC will be bordered with 6” black non-reflective paint. Pavement markings will extend 25’ beyond limits of disturbance.

CLIN 0006 – OPTION 4 – SAAF Runway 09/27 Crack Sealant:

Contractors shall repair all medium-severity cracks within area R02C and R04C as identified and presented on the ERDC report dated 24 February 2020 (Appendix F).

Contractors are to utilize crack sealant materials meeting ASTM D6690 Type II/III.

Intent is to seal medium severity cracks on Runway 09/27 as displayed on ERDC report. Contractors to assume a 0.25 inch crack width for 3000 LF of crack sealant. A- E to identify areas ion plan sheets. Crack sealant along Runway 09/27 is limited to inside the runway edge lines.

Mackall Army Airfield (MAAF):

CLIN 0007 – OPTION 5 – MAAF Taxiway Delta (T02A):

Contractors are to repair all medium-severity cracks as identified in T02A and presented on the ERDC report dated 25 February 2020 (Appendix G) in section T02A.

Contractors are to utilize crack sealant materials meeting ASTM D6690 Type II/III.

Intent is to seal medium severity cracks on Taxiway Delta to include shoulders.

Contractors to assume a 0.25 inch crack width for 7000 LF of crack sealant.

CLIN 0008 – OPTION 6 – MAAF Runway 11/29 Shoulders:

Contractors are to repair all medium-severity cracks on shoulders of Runway 11-29 associated with the quantities below. Contractors are to utilize crack sealant materials meeting ASTM D6690 Type II/III. Intent is to seal medium severity cracks on the shoulders of MAAF Runway 11/29. Contractors to assume a 0.25 inch crack width for 15,000 LF of crack sealant. Work associated with Runway 11/29 is to be limited to shoulders.

Annual Repair and Maintenance 15R0808 MAAF/SAAF, Fort Bragg, NC

(Added by RFPLetter_R1)

APPENDIX TABLE OF CONTENTS

APPENDICES

Appendix A TWY J South T07B - Repainting Appendix B TWY K T09B - Repainting Appendix C TWY L T10B - Repainting Appendix D TWY M T08B - Repainting Appendix E Hot Refuel Pads Initial Phasing Plan Appendix F Simmons ADTIP AAF-19-14 Appendix G MACKALL ADTIP AAF-19-15 Appendix H Solid Waste and Recycling Requirements

-- End of Appendix Table of Contents --

400 ft

N ➤➤N

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Callout Stop at outboard (taxiway) side of runway edge line.

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Callout Stop at mid-point between TWY Juliet and TWY Kilo fpr pavement surface treatment and painting scope.

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Text Box Appendix A - Taxiway Juliet South

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Text Box Appendix B - Taxiway Kilo

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Callout Helipad markings not-in-contract including associated deceptive surface markings.

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Text Box Appendix D - Taxiway Mike

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Callout Helipad shoulders included in contract. (typ.)

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ERDC/GSL APB AAF-11-05 13

Fi gu re

. P av em en t f ea tu re id en tif ic at io n an d lo ca tio n.

k6cdxges k6cdxges Line k6cdxges Line k6cdxges Line k6cdxges Line k6cdxges Line k6cdxges Line k6cdxges Line k6cdxges Line k6cdxges Callout Phase 2 k6cdxges Callout Phase 1

ADTIP AAF-19-14

Airfield Pavement Condition Survey, Simmons Army Airfield, Fort Bragg, North Carolina

Terry V. Jobe

Inspection Date: 24-27 September 2019

Report Date: 24 February 2020

Distribution authorized to U.S. Government agencies only. All requests for this document shall be referred to the Commander, Fort Bragg, North Carolina, or Headquarters, U.S. Army Installation Management Command (IMPW), 2405 Gun Shed Road, JBSA Fort Sam Houston, TX 78234-1223.

[page intentionally left blank]

ADTIP AAF-19-14

September 2019

Airfield Pavement Condition Survey, Simmons Army Airfield, Fort Bragg, North Carolina

Terry V. Jobe

Geotechnical and Structures Laboratory U.S. Army Engineer Research and Development Center 3909 Halls Ferry Road Vicksburg, MS 39180-6199

Final report

Distribution authorized to U.S. Government agencies only. All requests for this document shall be referred to the Commander, Fort Bragg, North Carolina, or Headquarters, U.S. Army Installation Management Command (IMPW), 2405 Gun Shed Road, JBSA Fort Sam Houston, TX 78234-1223.

Prepared for U.S. Army Installation Management Command 2405 Gun Shed Road Fort Sam Houston, TX 78234-1223

ADTIP AAF-19-14 iii

Abstract: A U.S. Army Engineer Research and Development Center (ERDC), Geotechnical and Structures Laboratory (GSL) survey team performed an airfield pavement condition survey in September 2019 at Simmons Army Airfield, Fort Bragg, North Carolina. The team evaluated the pavement surface condition using the pavement condition index (PCI) survey procedure. Results of the survey assist with managing the airfield’s pavement for continued use under its current mission requirements.

This report presents the results of the condition survey including:

(a) A tabulation of the existing pavement sections.

(b) The PCI of the surface of each pavement section.

(c) Maintenance and repair recommendations based on the condition survey.

DISCLAIMER: The contents of this report are not to be used for advertising, publication, or promotional purposes.

Citation of trade names does not constitute an official endorsement or approval of the use of such commercial products.

All product names and trademarks cited are the property of their respective owners. The findings of this report are not to be construed as an official Department of the Army position unless so designated by other authorized documents.

DESTROY THIS REPORT WHEN NO LONGER NEEDED. DO NOT RETURN IT TO THE ORIGINATOR.

ADTIP AAF-19-14 iv

ADTIP AAF-19-14 v

Contents Figures, Tables, and Photos ...................................................................................................................... vi

Unit Conversion Factors ........................................................................................................................... viii

Preface ........................................................................................................................................................ ix

Executive Summary ................................................................................................................................... xi

Critical Findings ........................................................................................................................................ xiii

Actions since Last Inspection .................................................................................................................. xiv

1 Introduction

Background Objective and scope

2 Background Data

Description of the airfield Usage and prioritization Real property inventorying Previous reports Design and construction history

3 Pavement Condition Survey and Results

Pavement condition survey Analysis of PCI data PAVER M&R type definitions Available PAVER M&R policy and work options U.S. Army repair policy

4 Conclusions and Recommendations

Conclusions Recommendations

References

Appendix A: PAVER Output Summary

ADTIP AAF-19-14 vi

Figures, Tables, and Photos

Figures

Illustration 1. Surface condition ISR ratings based on 2019 survey. ................................................... xv

Illustration 2. Structural ISR ratings from 2015 airfield pavement evaluation. ................................. xvi

Illustration 3. Airfield pavement section identifications and locations. .............................................. xvii

Figure 1. Layout of airfield and facility identifications

Figure 2. Airfield pavement section identifications and locations

Figure 3. Pavement usage and prioritization rankings

Figure 4. Real property identifications

Figure 5. Scale for pavement condition rating

Figure 6. Sample unit layout, Runway 09-27 (Sections R01A, R02C, R03A,…