W911S2-19-B-8002-0001,_Amendment.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

The purpose of this amendment is the follow ing:

1. To answ er the Request for Information questions.

2. To remove CLIN 7500 Contract Manpow er Reporting and add that language to the Statement of Work in paragraph SW-35.

3. To add FAR clause 52.222-32—Construction Wage Rate Requirements – Price Adjustment (Actual Method).

4. To change the bid due date from 27 May 2019 to 31 May 2019.

1. CONTRACT ID CODE PAGE OF PAGES

1 23

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

16C. DATE SIGNED

BY 13-May-2019

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W911S219B8002

X 9B. DATED (SEE ITEM 11)

26-Apr-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

13-May-2019

CODE

MICC-FT DRUM

925TH CBN & MICC FORT DRUM

FORT DRUM NY 13602-5434

W911S2 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W911S219B8002

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 27-May-7019 01:00 PM to 31-May-2019 01:00 PM.

The required performance has changed from TITLE: Air Traffic Control Painting, Wheeler-Sack Army Airfield.

Fort Drum NYDATE & TIME OF BID OPENING: 27 May 2019, 1:00 P.M. ESTBIDS ARE DUE NO LATER THAN 1:00 pm EST, 27 May 2019 and are to be delivered or mailed to P31 Quartermaster Road, Fort Drum, NY 13602. Bids, bid amendments (if applicable) and other required documents must be submitted in sealed envelopes or packages addressed to the office specified in Paragraph 7, Section 00100, of this solicitation. The envelopes or packages shall contain the specified time and date for receipt, the solicitation number, and the name and address of the Bidder in accordance with FAR Part 52.214-5(a), Submission of Bids.For each item offered on the Detailed Pricing Schedule (Exhibit A), Bidders shall enter unit prices only in the Excel format provided. The extended price of each item offered in the "Estimated Amount" column, as well as the totals, are calculated automatically. Bidders shall complete the Detailed Pricing Schedule as indicated in the Notes located at the bottom of the schedule.* NOTE: The Contractor shall complete performance IAW the time specified in each Task Order.

to TITLE: Air Traffic Control Painting, Wheeler-Sack Army Airfield. Fort Drum NYDATE & TIME OF BID OPENING: 31 May 2019, 1:00 P.M. ESTBIDS ARE DUE NO LATER THAN 1:00 pm EST, 31 May 2019 and are to be delivered or mailed to P31 Quartermaster Road, Fort Drum, NY 13602. Bids, bid amendments (if applicable) and other required documents must be submitted in sealed envelopes or packages addressed to the office specified in Paragraph 7, Section 00100, of this solicitation. The envelopes or packages shall contain the specified time and date for receipt, the solicitation number, and the name and address of the Bidder in accordance with FAR Part 52.214- 5(a), Submission of Bids.For each item offered on the Detailed Pricing Schedule (Exhibit A), Bidders shall enter unit prices only in the Excel format provided. The extended price of each item offered in the "Estimated Amount" column, as well as the totals, are calculated automatically. Bidders shall complete the Detailed Pricing Schedule as indicated in the Notes located at the bottom of the schedule.* NOTE: The Contractor shall complete performance IAW the time specified in each Task Order..

SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

The following have been modified:

INSTRUCTIONS TO BIDDERS

1. MAGNITUDE OF PROJECT: The magnitude of construction for the entire 60 month contract ordering period is between $1,000,000.00 and $5,000,000.00 IAW FAR 36.204(g).

2. COMPETITION: This acquisition is 100% Set-Aside for small business concerns pursuant to the requirements of FAR Subpart 19.5 – Set Asides for Small Business, and FAR Clause 52.219-6 Notice of Total Small Business Set-Aside.

3. NORTH AMERICAN INDUSTRY CLASSIFICATION SYSTEM (NAICS): The NAICS Code for this acquisition is 237310, Highway, Street & Bridge Construction. The Size Standard is $36,500,000.00.

4. LIQUIDATED DAMAGES: See Section 00700-Contract Clauses, FAR clause 52.211-12 -- Liquidated Damages –Construction.

5. EXPLANATION TO PROSPECTIVE BIDDERS: See Section 00100-Bidding Schedule/Instruction to Bidders, FAR Provision 52.214-6 --Explanation to Prospective Bidders, for information on explanations or interpretations.

6. BID GUARANTEE: A bid guarantee is REQUIRED and must be submitted with the bid (see Section 00100- Bidding Schedule/Instruction to Bidders, FAR Provision 52.228-1 -- Bid Guarantee). Failure to submit a bid guarantee in accordance with FAR Provision 52.228-1-- Bid Guarantee may render the bid nonresponsive pursuant to FAR 14.301(a), Responsiveness of Bids, and NOT eligible for award.

7. BIDS: All bids must be submitted in hard copy along with documents in digital format on a Compact Disk (CD), prior to the bid due date and time in Box 10 of this solicitation (1st page). Invitation for Bid (IFB) contains provisions and other items required to be completed by the bidder and returned with its bid. Bids can be mailed or hand delivered to the Mission and Installation Contracting Command, 31 Quartermaster Road, Fort Drum, NY 13602. Failure to provide this information in hard copy and CD with the bid may render the bid nonresponsive and not eligible for award. Hard copy bids will be opened and read at the Mission and Installation Contracting Command, 31 Quartermaster Road, Fort Drum, New York, at 1:00 pm E.S.T. on 31 May 2019.

8. SOLICITATION PROVISIONS: This solicitation contains provisions and other items required to be completed electronically by the bidder (see paragraph 9, System for Award Management). Some provisions and other items required are not available online and must be completed by the bidder and returned with its bid in hard copy and CD. Failure to provide this information may render the bidder non-responsive (see Sections 00100, 00600, and 00700).

9. SYSTEM FOR AWARD MANAGEMENT (SAM): To be eligible for award of a Department of Defense (DoD) contract, Contractor registration in the SAM database is required (see FAR clause 52.204-7, System for Award Management). The information contained within the interested bidder's record must be current (see FAR clause 52.204-13, System for Award Management Maintenance). Failure to register with SAM shall make the Contractor ineligible for award. Register electronically for free by accessing the on-line SAM registration from the following website address: https://www.sam.gov.

10. CONSTRUCTION WAGE RATE REQUIREMENTS: The Davis-Bacon Wage Decision included in Attachment 8 shall apply to this solicitation and resulting contract (see Section 00700-contract Clauses, FAR clauses 52.222-6 –Construction Wage Rate Requirements and 52.222-13 -- Compliance with Construction Wage Rate Requirements and Related Regulations for additional information). The wage decision may not contain all positions that are applicable to the features of work in the contract; therefore for any work classifications or positions that are not included, the wage rates must NOT be lower than the lowest skilled rate that is included in the wage decision.

Under no circumstances will any resulting contract be modified to increase the contract price solely on adjustments or changes in any wage rates or due to any conformance action, to include a missing classification. The Davis-Bacon Wage Decision included in Attachment 7 will be updated annually.

11. BIDDER ACCEPTANCE PERIOD: See Standard Form 1442, SOLICITATION, OFFER, AND AWARD, BLOCK 13 D. AND BLOCK 17. Bidders providing less than 120 calendar days for Government acceptance after the date bids are due will not be considered for award and will be rejected. If the bidder would like to provide more than 120 calendar days to be considered, the number of days needs to be inserted in BLOCK 17. Failure to insert any number in BLOCK 17 means the bidder accepts the minimum in Item 13D.

12. PERFORMANCE AND PAYMENT BONDS: Bidders are reminded of the requirement for performance and payment bonds (see BLOCK 12A of the STANDARD FORM 1442 – SOLICITATION, OFFER, AND AWARD and Section 00700-Contract Clauses, FAR clause 52.228-15 -- Performance and Payment Bonds --Construction).

Performance and Payment bonds are required in the penal sum established by each Task Order. For orders over $35,000.00, Performance and Payment Bonds shall be equal to 100% of the price of the Task Order. For orders exceeding $35,000.00, but not greater than $150,000.00 an irrevocable letter of credit (ILC) may be submitted in place of the payment bond. Bond(s)/ILC shall be due within 10 calendar days of Task Order award, as indicated in Box 12A and 12B of the solicitation. Bidders shall complete Exhibit A- detail pricing schedule to calculate the TOTAL of CLINs 0001 and 0002, TOTAL WORK, ALL AREAS and list that amount on Exhibit A, item T3.

Bidders will use that amount as the total amount of the Contract in order to bid its Performance and Payment bonds Estimate. The TOTAL CLIN 003 ESTIMATED PERFORMANCE AND PAYMENT BONDS shall be added to Exhibit A, item T4. The Total Estimated Performance and Payment Bond will determine a bonding rate in percentage terms that will be used to calculate the task order bonds amount. The bonding rate is fixed and will not be adjusted for actual cost. The total bond amount when all task orders are added together over the 5 year ordering period will not exceed the amount of CLIN 0003 on the awarded contract.

13. BASIS FOR AWARD: Award shall be made to the responsive and responsible bidder who presents the Government with the lowest-priced bid. To enter your complete bid price, take the amount from the CLIN 0001 TOTAL (CLIN 0002: ELINs 0002-1 through 0002-18), TOTAL WORK within Wheeler-Sack Army Airfield (WSAAF), Fort Drum, NY in Exhibit A – Detailed Pricing Schedule T1, and place in CLIN 0001 NET AMT. Take the amount from the CLIN 0002 TOTAL (ELINs 0002-1 through 0002-36), TOTAL WORK at WSAAF, FORT DRUM, NY in Exhibit A- Detailed Pricing Schedule item T2, and place in CLIN 0002 NET AMT. Take the amount from the CLIN 0003 TOTAL ESTIMATED PERFORMANCE AND PAYMENT BONDS in Exhibit A- Detailed Pricing Schedule item T4, and place in CLIN 0003 NET AMT. Add CLIN 0001, 0002, and 0003 and enter this amount into the total amount on the Solicitation.

14. REFERENCES: Bidders are required to provide a list of at least three references wherein the bidder performed the same or similar work as that being sought under this IFB. At least one Government reference, if available, is requested. References shall include the Company/Agency point of contact, and a phone number/e-mail address.

15. AMENDMENTS: No bidders’ mailing list will be maintained. It is the responsibility of all interested parties wishing to bid on this requirement to monitor the FedBizOpps web page at https://www.fbo.gov/ for any/all amendments to this Solicitation. Failure to respond to an amendment may render the bid to be considered nonresponsive and thereby rejected.

16. CLARIFICATION OF WORK: It is the responsibility of the contractor to visit the site of work on each task order to survey the existing conditions and verify all portions of the work to be done. The Contractor shall arrange their work to prevent inconveniences or stoppage to operations, and will appraise itself of working conditions and any inefficiency expected to be encountered during the Contract work. Failure of the bidder to inspect the site of work prior to preparing their bid shall in no way relieve it of the responsibility to perform all of the work required.

A site visit will be conducted by the government for each task order.

17.VETS-4212: Federal Contractors and subcontractors who receive Federal contracts of $150,000 or more are required to annually file, no later than September 30th of each year, Form No. VETS-4212 entitled "Federal Contractor Veterans' Employment Report" with the Department of Labor. In addition, all Federal Contracting Officers are prohibited from awarding contracts or disbursing funds to Federal contractors or subcontractors that have not submitted a current VETS-4212 Report. For more information on this requirement, see the following website: http://www.dol.gov/vets/vets4212.htm.

18. SOLICITATION QUESTIONS: Questions shall be in writing and e-mailed to joshua.l.mccaslin.mil@mail.mil and alfredo.m.sanchez.civ@mail.mil. Questions concerning this solicitation will be accepted up to 4:00 pm EST on 10 May 2019. Responses to all questions will be posted on the FedBizOpps web page at https://www.fbo.gov/. Fort Drum does not commit to respond to any questions submitted after 10 May 2019, but will make every attempt to promptly answer all relevant questions.

19. CONTRACTOR MANPOWER REPORTING: Contractor shall provide data on Contractor labor hours (including subcontractor labor hours) for performance of this contract IAW the Statement of Work (SOW).

Contractors filing their Contractor Manpower Reports will receive immediate e-mail confirmation that their reports have been received in the system. Proof of completion shall be uploaded into Wide Area Work Flow with the last invoice of the reporting period to facilitate final contract payment.

SECTION 00700 - CONTRACT CLAUSES

The following have been added by full text:

52.222-32 CONSTRUCTION WAGE RATE REQUIREMENTS--PRICE ADJUSTMENT (ACTUAL METHOD)

(AUG 2018)

(a) The wage determination issued under the Construction Wage Rate Requirements statute by the Administrator, Wage and Hour Division, U.S. Department of Labor, that is effective for an option to extend the term of the contract, will apply to that option period.

(b)(1) The Contractor states that if the prices in this contract contain an allowance for wage or benefit increases, such allowance will not be included in any request for contract price adjustment submitted under this clause.

(2) The Contractor shall provide with each request for contract price adjustment under this clause a statement that the prices in the contract do not include any allowance for any increased cost for which adjustment is being requested.

(c) The Contracting Officer will adjust the contract price or contract unit price labor rates to reflect the Contractor's actual increase or decrease in wages and fringe benefits to the extent that the increase is made to comply with, or the decrease is voluntarily made by the Contractor as a result of--

(1) Incorporation of the Department of Labor's Construction Wage Rate Requirements wage determination applicable at the exercise of an option to extend the term of the contract; or

(2) Incorporation of a Construction Wage Rate Requirements wage determination otherwise applied to the contract by operation of law.

(d) Any adjustment will be limited to increases or decreases in wages and fringe benefits as described in paragraph

(c) of this clause, and the accompanying increases or decreases in social security and unemployment taxes and workers' compensation insurance, but will not otherwise include any amount for general and administrative costs, overhead, or profit.

(e) The Contractor shall notify the Contracting Officer of any increase claimed under this clause within 30 days after receiving a revised wage determination unless this notification period is extended in writing by the Contracting Officer. The Contractor shall notify the Contracting Officer promptly of any decrease under this clause, but nothing in this clause precludes the Government from asserting a claim within the period permitted by law. The notice shall contain a statement of the amount claimed and any relevant supporting data, including payroll records that the Contracting Officer may reasonably require. Upon agreement of the parties, the Contracting Officer will modify the contract price or contract unit price in writing. The Contractor shall continue performance pending agreement on or determination of any such adjustment and its effective date.

(f) Contract price adjustment computations shall be computed as follows:

(1) Computation for contract unit price per single craft hour for schedule of indefinite-quantity work. For each labor classification, the difference between the actual wage and benefit rates (combined) paid and the wage and benefit rates (combined) required by the new wage determination shall be added to the original contract unit price if the difference results in a combined increase. If the difference computed results in a combined decrease, the contract unit price shall be decreased by that amount if the Contractor provides notification as provided in paragraph (e) of this clause.

(2) Computation for contract unit price containing multiple craft hours for schedule of indefinite-quantity work. For each labor classification, the difference between the actual wage and benefit rates (combined) paid and the wage and benefit rates (combined) required by the new wage determination shall be multiplied by the actual number of hours expended for each craft involved in accomplishing the unit-priced work item. The product of this computation will then be divided by the actual number of units ordered in the preceding contract period. The total of these computations for each craft will be added to the current contract unit price to obtain the new contract unit price. The extended amount for the line item will be obtained by multiplying the new unit price by the estimated quantity. If actual hours are not available from the preceding contract period for computation of the adjustment for a specific contract unit of work, the Contractor, in agreement with the Contracting Officer, shall estimate the total hours per craft per contract unit of work.

Example: Asphalt Paving--Current Price $3.38 per Square Yard Hourly Increase/DBA craft New WD rate paid Diff. Actual hrs. Actual units (sq. yard) sq. yard Equip. Opr.... $18.50 - $18.00 = $.50 x 600 hrs./ 3,000 sq. yrd. = $.10

Truck Driver. $19.00 - $18.25 = $.75 x 525 hrs./ 3,000 sq. yrd. = $.13

Laborer......... $11.50 - $11.25 = $.25 x 750 hrs./ 3,000 sq. yrd. = $.06

Total increase per square yard.......................................................................................................... * $.29

* Note: Adjustment for labor rate increases or decreases may be accompanied by social security and unemployment taxes and workers' compensation insurance.

Current unit price (per square yard) $3.38 Add DBA price adj................... +.29 New unit price (per square yard).... $3.67

(End of clause)

The following have been modified:

STATEMENT OF WORK

SW-1. SCOPE: The Contractor shall provide all supervision, plant, labor, material and equipment necessary to perform all operations in connection with the painting, removal, and repainting of traffic control lines, aircraft control lines, warnings, and guides within Wheeler-Sack Army Airfield on Fort Drum, New York, in accordance with the Statement of Work, specifications and drawings, and subject to the terms and conditions of the Contract.

SW-2. GENERAL: All work shall be done by mechanics skilled in the type of work involved. When new work adjoins, connects or abuts existing work or facilities, the existing work or facilities shall be altered as required and the connections made in an approved workmanlike manner. All existing work or facilities damaged by the Contractor’s operations, other than facilities to be removed, shall be repaired or replaced by the Contractor at no additional cost to the Government. Prior to performance of any work, a pre-performance meeting will be held at Fort Drum. The Contractor shall have a representative attend who has authority to sign contractual documents.

SW-3. LOCATION: The site of the proposed work is located at Wheeler-Sack Army Airfield, Fort Drum, NY, approximately 10 miles northeast of Watertown, New York.

SW-4. PRINCIPAL FEATURES: Each Task Order issued by the Government under this Contract shall specifically identify the discrete segment of work to be accomplished and the associated CLINs and quantities necessary to complete each segment. Although the Contract does not explicitly identify runways, taxiways, lanes, or parking areas, or other areas to be painted or repainted, the Contract bid schedule is structured to order quantities of materials sufficient to accomplish all work required to provide a completed project. All work and quantities of material required to complete a project identified in a delivery/task order, to include within scope delivery/task order modifications for additional quantities to complete the project, are a bona fide requirement of the fiscal year in which the delivery order is awarded. The work to be performed will include, but is not limited to, the following items in accordance with the Contract documents, specifications and drawings:

4.a. ELINs for CLIN 0001: Provide all supervision, plant, labor, material and equipment necessary to perform all operations in connection with the painting, removal, and painting of air traffic control lines, warnings, and guides within Wheeler-Sack Army Airfield (WSAAF), on Fort Drum, NY. The work involved with CLIN 0001 is the work indentified in CLIN 0002: ELINs 0002-01 thru 0002-18. Removal of all air traffic control marking will be done by water blast method only.

4.b. ELINs for CLIN 0002(All Other Work): Provide all supervision, plant, labor, material and equipment necessary to perform all operations in connection with the painting, removal, and repainting of air traffic control lines, warnings, and guides within Wheeler-Sack Army Airfield (WSAAF), on Fort Drum, NY. Removal of all traffic control marking will be done by water blast method only.

Note: WSAAF area is defined as the restricted area within the fence line. All areas outside of the restricted fence line such as roads, parking areas, crosswalks, and any other applicable traffic control markings will be considered as Cantonment installation areas. (Reference Drawings)

1) Paint and/or re-paint all airfield pavement markings for Runway 15-33 (Reference Attachment 1, drawing WSAAF-001): Runway 15-33 is a 5,000 foot long concrete runway with an approximately 85 foot concrete paved overrun at the 33 end of the runway and 25 foot asphalt paved shoulders. Contract limits for this area extend from the end of runway 15 approximately 1,215 feet to the VFR Hold Line for Runway 03-21; from the end of paved overrun for Runway 33 approximately 3,178 feet to the VFR Hold Line for Runway 03-21; from runway 15-33 to the north and south VFR Hold Lines for Taxiway J; and from Runway 15 to the VFR Hold Line on Taxiway C. The following VFR Hold Lines are included in the requirements for this area; (1) on Taxiway G, (2) on Taxiway J, and (2) on Taxiway C. VFR Hold Lines on Runway 15-33 for Runway 03-21 are excluded from this area. Pavement markings shall include, but are not limited to, threshold lines, threshold number designation, runway edge line, runway centerline, fixed distance markers, triple touchdown zone markers, double touchdown zone markers, single touchdown zone markers, touchdown box and triangles, VFR Hold Lines, overrun chevrons, taxiway centerlines, double taxiway edge lines, and taxiway shoulder markings. Airfield Pavement marking specifications are presented in Attachment 3, drawings WSAAF-025 thru WSAAF-029 and

WSAAF031.

2) Paint and/or re-paint all airfield pavement markings for Runway 03-21 (Reference Attachment 1, drawing WSAAF-002 through WSAAF-004): Runway 03-21 is a 10,000 foot long concrete runway with approximately 2,350 foot concrete and asphalt paved overrun off of the 03 end of the runway, an approximately 980 foot asphalt paved overrun off of the 21 end of the runway, and approximately 40 foot wide asphalt shoulders. The Contract limits for this area extend from the end of the asphalt paved overrun from the end of the runway to the end of the asphalt paved overrun off from the 21 end of the runway. This area also includes the following: Taxiway C between and including the VFR Hold Lines for the 03-21S overrun; Runway 8-26 between and including the VFR Hold Lines for Runway 03-21’s overrun; Taxiway E to and including the VFR Hold Line at Taxiway C; Taxiway D from Runway 03-21 to and including the VFR Hold Line for Runway 03-21; Taxiway G from Runway 03-21 to and including the VFR Hold Line for Runway 03-21;

The entire section of Runway 03-21; Runway 15-33 and Taxiway A to include the VFR Hold Lines for Runway 03-21; Taxiway K from Runway 03-21 to and including the VFR Hold Line for Runway 03-21;

and Taxiway L from Runway 03-21 to and including the VFR Hold Line for Runway 03-21.

Pavement markings shall include, but are not limited to, overrun chevrons, Overrun edge lines, overrun arrows, threshold lines, number designation, runway edge lines, runway centerlines, fixed distance markers, triple touchdown zone markers, double touchdown zone markers, single touchdown zone markers, VFR Hold Lines, taxiway centerlines, double taxiway edge lines, and taxiway shoulder markings. Airfield pavement marking specifications are presented in Attachment 3, drawings WSAAF-025 thru WSAAF-029 and WSAAF031.

3) Paint and /or re-paint all airfield pavement markings for Runway 08-26 (Reference Attachment 1, drawing WSAAF-005): Runway 08-26 is a 4,500 foot long asphalt and concrete paved runway. Shown on drawing WSAAF-

005 are approximately 200 foot paved overruns at each of the runway. The runway has approximately 25 foot wide asphalt shoulders. The Contract limits for this area extend from the end of the paved overrun off the 08 end of the runway up to, but not including the VFR Hold Line for Runway 03-21 overrun; from the end of the future paved overrun off of the 26 end of the runway up to, but not including the VFR Hold Line for Runway 03-21 overrun; Taxiway D from Runway 8-26 to and including the VFR Hold Line for Runway 8-26; Taxiways D and J from Runway 8-26 to and including the VFR Hold Lines for Runway 8-26; Taxiway C from the future paved overrun up to, and including, both VFR Hold Lines for Runway 8-26.

Pavement markings shall include, but are not limited to, overrun chevrons, threshold lines, number designation, fixed distance markers, runway edge lines, runway centerlines, VFR Hold Lines, taxiway centerlines, and double taxiway edge lines. Airfield pavement marking specifications are presented in Attachment 3, drawings WSAAF-025 thru WSAAF-029 and WSAAF031..

4) Paint and/or re-paint all airfield markings for Runway 06-24 (Reference Attachment 1, drawing WSAAF-006):

Runway06-24 is a 625 foot long asphalt paved runway with approximately 100 foot long asphalt paved overruns at each end of the runway and approximately 25 foot wide paved shoulders. The Contract limits for this area are between the ends of the paved overruns.

Pavement markings shall include, but are not limited to, overrun chevrons, threshold lines, number designations, runway edge lines, and runway centerlines. Airfield pavement marking specifications are presented in Attachment 3, drawings WSAAF-025 thru WSAAF-029 and WSAAF031.

5) Paint and /or re-paint all airfield markings for Taxiway "B" (Reference Attachment 1, drawing WSAAF-007):

Taxiway B is approximately 4,235 feet long beginning from Taxiway L and running to Taxiway A. Taxiway B is asphalt paved, with the exception of Taxiway K and the area adjacent to the Mountain Ramp, which is concrete paved. The Contract limits for this area begin at the start of the intersection radius with Taxiway L to the beginning of the intersection radius with Taxiway A. The Contract limits for this area include approximately 866 feet of Taxiway K, a line extending from the edge of Taxiway B shoulder through the Mountain Ramp that includes the Hold Short line off from Mountain Ramp; the edge of the North Ramp that includes the VFR Hold Line off from the North Ramp; Sabre helicopter pad and entrance; and the end of intersection radiuses for the entrances to Oasis. The environmental remediation area, denoted with cross hatching in drawing, is excluded from the Contract limits for this area.

Pavement markings shall include, but not limited to, taxiway centerline, double taxiway edge line, taxiway shoulder markings, helicopter pad edge line, helicopter Pad “H” designation, corner markings, side markings, light base markings, and VFR Hold Lines. Airfield pavement marking specifications are presented in Attachment 3, drawings WSAAF-025 thru WSAAF-029 and WSAAF031.

6) Paint and /or re-paint all airfield markings for Taxiway "C" (Reference Attachment 1, drawing WSAAF-008):

Taxiway C is approximately 6,000 feet long beginning at the VFR Hold Line for Runway 03-21 overrun and extending to the beginning of the intersection radius with South Ramp. Taxiway C area is asphalt paved with the exception of the end of Runway 15-33, Taxiway D, and a portion of West Ramp which is concrete paved.

The Contract limits for Taxiway C begin from, but do not include, the VFR Hold Line for Runway 03- 21 overrun to Taxiway E, but not including the VFR Hold Line for Runway 8-26; the northern portion of West Ramp up to, but not including, the VFR Hold Line for Taxiway C; Taxiway D, but not including the VFR Hold Line for Runway 8-26 extending up to the beginning of the intersection radius with South Ramp; Excluded from this Contract area is the portion of Taxiway C and including the VFR Hold Lines for Runway 15-33 and the portion of Taxiway C between and including the VFR Hold Lines for Runway 8-26.

Pavement markings shall include, but are not limited to, taxiway center lines, double taxiway edge lines, and taxiway shoulder markings. Airfield pavement marking specifications are presented in Attachment 3, drawings WSAAF-025 thru WSAAF-029 and WSAAF031.

7) Paint and/or re-paint all airfield markings for Taxiway "F" (Reference Attachment 1,drawing WSAAF-009):

Taxiway F is approximately 220 feet long, beginning at the VFR Hold Line to Runway 8-26 and includes approximately 990 feet of Taxiway C and the Guard Ramp. The Contract limits for Taxiway F begin at, but do not include, the VFR Hold Line for Runway 8-26 to the Guard Ramp; and Taxiway C from the end of the Guard Ramp up to, but not including, the VFR Hold Line for Runway 3-21 overrun.

Pavement markings shall include, but are not limited to, taxiway centerlines. Airfield pavement marking specifications are presented in Attachment 3, drawings WSAAF-025 thru WSAAF-029 and WSAAF031.

8) Paint and/or re-paint all airfield markings for Taxiway "G" (Reference Attachment 1, drawing WSAAF-010):

Taxiway G is approximately 1,375 feet long and includes approximately 680 feet of the Keyhole. With the exception of two concrete paved areas in the Keyhole, Taxiway G is asphalt paved. The Contract limits for Taxiway G begins at, but does not include, the VFR Hold Line to Runway 15-33 and extends to, but does not include, the VFR Hold Line for Runway 03-21; and the Keyhole.

Pavement markings shall include, but are not limited to, taxiway centerlines, taxiway double edge lines, taxiway shoulder markings, and keyhole centerlines. Airfield pavement marking specifications are presented in Attachment 3, drawings WSAAF-025 thru WSAAF-029 and WSAAF031.

9) Paint and/or re-paint all airfield markings for Taxiway "J" (Reference Attachment 1, drawing WSAAF-011 through WSAAF -013): Taxiway J is approximately 8,830 feet long starting at the Taxiway D and Taxiway J VFR Hold Line to the intersection with Taxiway L and includes portions of Taxiway L, De-Icing Pad Taxiway, Taxiway K, Taxiway A, and Taxiway D. The Contract limits for this area start at, but do not include, Taxiway D and Taxiway J VFR Hold Lines for Runway 8-26; Taxiway D from Taxiway J up to, but not including, the VFR Hold Line for Runway 03-21; Taxiway A to the west from Taxiway J up to, but not including, the VFR Hold Line for Runway 03-21; Taxiway A from Taxiway J to the end of the concrete pavement of Taxiway A, a distance of approximately 260 feet as measured from the centerline intersection between Taxiway J and Taxiway A; Taxiway K from Taxiway J up to, but not including, the VFR Hold Line for Runway 03-21; Taxiway K from Taxiway J a distance of 355 feet northeast as measured from the centerline of Taxiway J and Taxiway K; Taxiway L from the intersection with Taxiway J up to the VFR Hold Line for Runway 03-21; Taxiway L to the west a distance of 475 feet as measured from the centerline intersection of Taxiway J and Taxiway L; and the De-Ice Pad Taxiway a distance of 300 feet as measured from the centerline intersection of the De-Ice Pad Taxiway and Taxiway L. Excluded from the Contract limits for Taxiway J are the VFR Hold Lines on Taxiway J for Runway 15-33. Pavement markings shall include, but are not limited to, taxiway centerlines and taxiway double edge lines. Attachment 3, drawings WSAAF-025 thru WSAAF-029 and WSAAF031.

10) Paint and/or re-paint all airfield markings for the Oasis Area (Reference Attachment 2, drawing WSAAF-014):

The Oasis area is asphalt and concrete pavement. Runway H 04L-22R and Runway H 04L-22L and the fueling pad areas are concrete pavement. The remainder of the Oasis pad is asphalt pavement. The Contract limits for the Oasis Area include Runway H 04L-22R, Refueling Areas 1, 2, and 3, the 04 half of Runway 04R-22L, and the entrance of Oasis ENT 2 to the shoulder of Taxiway B. The environmental remediation area that is denoted in cross hatching is excluded from the contract limits for the Oasis Area. The exclusion areas included are Fueling areas 4, 5, and 6, the 22 half of Runway 04R-22L and the entrance of Oasis ENT 1.

Pavement markings shall include, but are not limited to, runway letter and number designations, threshold lines, runway edge lines, runway centerlines, runway shoulder markings, taxiway centerlines, taxiway double edge lines, taxiway shoulder markings, fuel area lane designation numbers, fuel area centerlines, fuel area double edge lines, and fuel area shoulder markings. Airfield pavement marking specifications are presented in Attachment 3, drawings WSAAF-025 thru WSAAF-029 and WSAAF031.

11) Paint and/or re-paint all airfield markings for South Ramp Area (Reference Attachment 1, drawing WSAAF- 015): The South Ramp Area is concrete paved with asphalt paved shoulders. The South Ramp area includes helicopter pads Falcon, Warrior, and South and their associated entrances. The Contract limits for the South Ramp Area are the projections of the shoulders across Taxiway B and the Inner Loop Taxiway; and the end of the intersection radius with Taxiway C.

Pavement markings shall include but not limited to: aircraft parking stalls, aircraft parking squares, taxiway centerlines, taxiway and ramp double edge lines, taxiway and ramp shoulder markings, VFR Hold Lines, helicopter pad edge lines, helicopter pad “H” designation, corner markings, side markings, and light base markings. Airfield pavement marking specifications are presented in Attachment 3, drawings WSAAF-025 thru WSAAF-029 and WSAAF031.

12) Paint and/or re-paint all airfield markings for Base Ops Ramp (Reference Attachment 1, drawing WSAAF-016):

The Base Ops Ramp area is asphalt paved except for the Base Ops apron which is concrete paved. The Base

Ops Area includes the Inner Loop Taxiway from the shoulder of the North Ramps to the South Ramp, Taxiway A from the Inner loop Taxiway to the beginning of the concrete pavement on Taxiway A;

Taxiway B a distance of approximately 865 feet to the shoulder of the South Ramp as measured from the centerline intersection of Taxiway A; Taxiway B a distance of approximately 80 feet north as measured from the centerline intersection of taxiway A and Taxiway B.

Pavement markings shall include, but are not limited to, aircraft parking stalls, taxiway center lines, double ramp edge lines, taxiway and ramp shoulder markings, vehicle parking stalls, and emergency vehicle lane lines. Airfield pavement marking specifications are presented in Attachment 3, drawings WSAAF-025 thru WSAAF-029 and

WSAAF031.

13) Paint and/or re-paint all airfield markings for North Ramp (Reference Attachment 1, drawings WSAAF-017 and WSAAF-018): The North Ramp Area is concrete paved with asphalt shoulders, asphalt taxiway and concrete paved hanger aprons. The North Ramp Area includes Aviation Maintenance (AVIM), Attack Battalion (ATL BN), and Calvary Battalion (CAV BN) hanger aprons and associated wash racks and wash rack access ramps.

The Contract limits for the North Ramp Area are the outside edge of the shoulder and the projection of the shoulder across the Inner Loop Taxiway to the south; the outside edge of buildings P-2070, P-2072, P- 2074, and the airfield fence line to the east; the outside edge of the pavement to the east; the outside edge of the shoulder to the north; the western boundary is, but does not include, the VFR Hold Line along the west side of the North Ramp.

Pavement markings shall include, but are not limited to, aircraft parking stalls, aircraft parking squares, taxiway center lines, double ramp edge lines, taxiway and ramp shoulder markings, helicopter pad edge lines, helicopter pad “H” designation, corner markings, side markings, and light base markings. Airfield pavement marking specifications are presented in Attachment 3, drawings WSAAF-025 thru WSAAF-029 and

WSAAF031.

14) Paint and/or re-paint all airfield markings for Mountain Ramp (Reference Attachment 1, drawing WSAAF-019):

The Mountain Ramp Area is concrete paved with asphalt shoulders. The Contract limits for this area are the outside edge of the shoulder pavement to the south, east, and north; and west to, but not including, the VFR Hold Line for Taxiway B.

Pavement markings shall include, but are not limited to, aircraft parking stalls, taxiway center lines, double ramp edge lines. Airfield pavement marking specifications are presented in Attachment 3, drawings WSAAF-025 thru WSAAF-029 and WSAAF031.

15) Paint and/or re-paint all airfield markings for De-Icing Pad (Reference Attachment 1, drawing WSAAF-020):

The De-Icing Pad is concrete paved with asphalt shoulders. The De-Icing Pad includes a portion of Taxiway L, a portion of the De-Icing Pad Taxiway, Taxiway B between Taxiway L and the De-Icing Pad Taxiway, Taxiway M, Taxiway N, Taxiway P, Taxiway R, Hot Pad 1, Hot Pad 2, and Hot Pad 6. The Contract limits for the De-Icing Pad Area begins a distance of approximately 485 feet west as measured along the centerline from the centerline intersection of Taxiway L and Taxiway B; beginning a distance of approximately 300 feet northeast as measured along the centerline of the De-Icing Pad Taxiway; and the outer edge of the paved taxiway shoulders and hot pads.

Pavement markings shall include, but are not limited to, taxiway center lines, taxiway double edge lines, and VFR Hold Lines. Airfield pavement marking specifications are presented in Attachment 3, drawings WSAAF-025 thru WSAAF-029 and WSAAF031.

16) Paint and/or re-paint all airfield markings for West Ramp Area (Reference Attachment 1, drawing WSAAF- 022): The West Ramp Area is concrete paved with asphalt paved shoulders. The West Ramp Area includes DOL Ramp and associated entrance. The Contract limits for this area include the outside edge of the concrete and asphalt paved shoulders of the West Ramp and DOL Ramp to the west, south, and east. North boundary of the Contract limit for the area is the VFR Hold Line, with the exception of the DOL Ramp which is the shoulder of Taxiway C.

Pavement markings shall include, but are not limited to, aircraft parking stalls, aircraft parking squares, parking space designation numbers, taxiway centerlines, and VFR Hold Lines. Airfield pavement marking specifications are presented in Attachment 3, drawings WSAAF-025 thru WSAAF-029 and WSAAF031.

17) Paint and/or re-paint all airfield markings for Compass Base (Reference Attachment 1, drawing WSAAF-021):

The Compass Base is concrete paved with asphalt shoulders. The Contract limits for the Compass Base is the outside edge of the paved shoulder.

Pavement markings shall include, but are not limited to, Compass roses with 15 degree declination markings.

Airfield pavement marking specifications are presented in Attachment 3, drawings WSAAF-025 thru WSAAF-029 and WSAAF031.

18) Paint and/or re-paint all airfield markings for the TUAV Area (Reference Attachment 2, drawings WSAAF-023 thru WSAAF-024 TUAV Area): Pavement markings shall include, but are not limited to, edge lines, taxiway and tow lane centerlines, tie down points, and parking lines. Airfield pavement marking specifications are presented in Attachment 3, drawings WSAAF-025 thru WSAAF-031.

19) Remove and re-paint all airfield pavement markings for Runway 15-33(Reference Attachment 1, drawing WSAAF-001): Runway 15-33 is a 5,000 foot long concrete runway with an approximately 85 foot concrete paved overrun at the 33 end of the runway and 25 foot asphalt paved shoulders. Contract limits for this area extend from the end of runway 15 approximately 1,215 feet to the VFR Hold Line for Runway 03-21; from the end of paved overrun for Runway 33 approximately 3,178 feet to the VFR Hold Line for Runway 03-21; from runway 15-33 to the north and south VFR Hold Lines for Taxiway J; and from Runway 15 to the VFR Hold Line on Taxiway C. The following VFR Hold Lines are included in the requirements for this area; (1) on Taxiway G, (2) on Taxiway J, and (2) on Taxiway C. VFR Hold Lines on Runway 15-33 for Runway 03-21 are excluded from this area.

Pavement markings shall include, but are not limited to, threshold lines, threshold number designation, runway edge line, runway centerline, fixed distance markers, triple touchdown zone markers, double touchdown zone markers, signal touchdown zone markers, touchdown box and triangles, VFR Hold Lines, overrun chevrons, taxiway centerlines, double taxiway edge lines, and taxiway shoulder markings. Airfield Pavement marking specifications are presented in Attachment 3, drawings WSAAF-025 thru WSAAF-031.

20) Remove and re-paint all airfield pavement markings for Runway 03-21(Reference Attachment1, drawings WSAAF-002 thru WSAAF-004): Runway 03-21 is a 10,000 foot long concrete runway with approximately 2,350 foot concrete and asphalt paved overrun off the 03 end of the runway, an approximately 980 foot asphalt paved overrun off the 21 end of the runway, and approximately 40 foot wide asphalt shoulders. The Contract limits for this area extend from the end of the asphalt paved overrun from the end of the runway to the end of the asphalt paved overrun off from the 21 end of the runway. This area also includes the following: Taxiway C between and including the VFR Hold Lines for the 03-21S overrun; Runway 8-26 between and including the VFR Hold Lines for Runway 03-21s overrun; Taxiway E to and including the VFR Hold Line at Taxiway C; Taxiway D from Runway 03-21 to and including the VFR Hold Line for Runway 03-21; Taxiway G from Runway 03-21 to and including the VFR Hold Line for Runway 03-21;

The entire section of Runway 03-21; Runway 15-33 and Taxiway A to include the VFR Hold Lines for Runway 03-21; Taxiway K from Runway 03-21 to and including the VFR Hold Line for Runway 03-21;

and Taxiway L from Runway 03-21 to and including the VFR Hold Line for Runway 03-21.

Pavement markings shall include, but are not limited to, Overrun chevrons, Overrun edge lines, overrun arrows, threshold lines, number designation, runway edge lines, runway centerlines, fixed distance markers, triple touchdown zone markers, double touchdown zone markers, signal touchdown zone markers, VFR Hold Lines, taxiway centerlines, double taxiway edge lines, and taxiway shoulder markings. Airfield pavement marking specifications are presented in Attachment 3, drawings WSAAF-025 thru WSAAF-031.

21) Remove and re-paint all airfield pavement markings for Runway 08-26 (Reference Attachment 1, drawing WSAAF-005): Runway 08-26 is a 4,500 foot long asphalt and concrete paved runway. Shown in Attachment 1, drawing WSAAF-005 are approximately 200 foot paved overruns at each of the runway. The runway has approximately 25 foot wide asphalt shoulders. The Contract limits for this area extend from the end of the future paved overrun off the 08 end of the runway to, but not including, the VFR Hold Line for Runway 03-21 overrun;

from the end of the future paved overrun off the 26 end of the runway to, but not including, the VFR Hold Line for Runway 03-21 overrun; Taxiway D from Runway 8-26 to and including the VFR Hold Line for Runway 8-26;

Taxiways D and J from Runway 8-26 to and including the VFR Hold Lines for Runway 8-26; Taxiway C from the future paved overrun to and including both VFR Hold Lines for Runway 8-26.

Pavement markings shall include, but are not limited to, overrun chevrons, threshold lines, number designation, fixed distance markers, runway edge lines, runway centerlines, VFR Hold Lines, taxiway centerlines, and double taxiway edge lines. Airfield pavement marking specifications are presented in Attachment 3, drawings WSAAF-025 thru WSAAF-031.

22) Remove and re-paint all airfield markings for Runway 06-24 (Reference Attachment 1, drawing WSAAF-006):

Runway 06-24 is a 625 foot long asphalt paved runway with approximately 100 foot long asphalt paved overruns at each end of the runway and approximately 25 foot wide paved shoulders. The Contract limits for this area are between the ends of the paved overruns.

Pavement markings shall include, but are not limited to, overrun chevrons, threshold lines, number designations, runway edge lines, and runway centerlines. Airfield pavement marking specifications are presented in Attachment 3, drawings WSAAF-025 thru WSAAF-031.

23) Remove and re-paint all airfield markings for Taxiway "B" (Reference Attachment 1, drawing WSAAF-007):

Taxiway B is approximately 4,235 feet long beginning from Taxiway L and running to Taxiway A. Taxiway B is asphalt paved, with the exception of Taxiway K and the area adjacent to the Mountain Ramp, which is concrete paved. The Contract limits for this area begin at the start of the intersection radius with Taxiway L to the beginning of the intersection radius with Taxiway A. The Contract limits for this area include approximately 866 feet of Taxiway K, a line extending from the edge of Taxiway B shoulder through the Mountain Ramp that includes the Hold Short line off from Mountain Ramp; the edge of the North Ramp that includes the VFR Hold Line off from North Ramp; Sabre helicopter pad and entrance; and the end of intersection radiused for the entrances to Oasis. The environmental remediation area, denoted with cross hatching in drawing, is excluded from the Contract limits for this area.

Pavement markings shall include, but are not limited to, taxiway centerline, double taxiway edge line, taxiway shoulder markings, helicopter pad edge line, helicopter Pad “H” designation, corner markings, side markings, light base markings, and VFR Hold Lines. Airfield pavement marking specifications are presented Attachment 3, drawings WSAAF-025 thru WSAAF-031.

24) Remove and re-paint all airfield markings for Taxiway "C"(Reference Attachment 1, drawing WSAAF-008):

Taxiway C is approximately 6,000 feet long beginning at the VFR Hold Line for Runway 03-21 overrun and extending to the beginning of the intersection radius with South Ramp.