Amendment_W911S2-19-B-8001-00001.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-36.

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

4. To change the bid due date from 16 May 2019 to 23 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 08-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 W911S219B8001

X 9B. DATED (SEE ITEM 11)

15-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

08-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:

W911S2-19-B-8001

W911S219B8001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 16-May-2019 01:00 PM to 23-May-2019 01:00 PM.

The required performance has changed From; TITLE: Traffic Control Painting, Cantonment Area. Fort Drum NYDATE & TIME OF BID OPENING: 16 May 2019, 1:00 P.M. ESTBIDS ARE DUE NO LATER THAN 1:00 pm EST, 16 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: Traffic Control Painting, Cantonment Area. Fort Drum NYDATE & TIME OF BID OPENING: 23 May 2019, 1:00 P.M. ESTBIDS ARE DUE NO LATER THAN 1:00 pm EST, 23 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.

W911S219B8001

6. BID GUARANTEE: A bid guarantee is REQUIRED and must be submitted with the bid (see Section 00100- Bidding Schedule/Instruction to Bidders, FAR 52.228-1 -- Bid Guarantee). Failure to submit a bid guarantee in accordance with FAR clause 52.228-1 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 23 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 format 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 Exhibit B 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 Exhibit B 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- detailed pricing schedule to calculate the TOTAL CONTRACT PRICE all CLIN’s and list that amount on Exhibit A, item T5. Bidders will use that amount as the total amount of the Contract in order to bid its Performance and Payment bonds Estimate. The TOTAL ESTIMATED PERFORMACE 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 https://www.sam.gov/

W911S219B8001 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 TOTAL CONTRACT PRICE CLIN 0001, ELINS 001A + 001B, in Exhibit A – Detailed Pricing Schedule (item T1), and place in CLIN 0001 NET AMT. Take the amount from the TOTAL CONTRACT PRICE CLIN 0002, ELINS 0002- 1 thru 0002-34c, in Exhibit A – Detailed Pricing Schedule (item T2), and place in CLIN 0002 NET AMT. Take the amount from the TOTAL ESTIMATED PERFORMANCE AND PAYMENT BONDS CLIN 0003 in Exhibit A – Detailed Pricing Schedule (item T4), and place in CLIN 0003 NET AMT. Add CLIN 0001(T1), CLIN 0002(T2), and CLIN 0003(T4) and enter this amount (T5) into 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 to survey the existing conditions and verify all portions of the work to be done. A formal meeting will not be held but perspective bidders may survey the location(s) on their own. 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 required work. Please contact daniel.e.rowley.civ@mail.mil to coordindate installation access.

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 daniel.e.rowley.civ@mail.mil and alfredo.m.sanchez.civ@mail.mil. Questions concerning this solicitation will be accepted up to 4:00 pm E.S.T on 4 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 4 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:

mailto:daniel.e.rowley.civ@mail.mil http://www.dol.gov/vets/vets4212.htm mailto:daniel.e.rowley.civ@mail.mil mailto:alfredo.m.sanchez.civ@mail.mil

W911S219B8001

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

W911S219B8001 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)

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been added by full text:

RFI QUESTIONS AND RESPONSES

RFI Responses: W911S2-19-B-8001 Traffic Control Painting, Cantonment Area Ft Drum.

1. In the SOW, Para SW-4 states “…….Although the contract does not explicitly identify roads, 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……” It appears CLINs 0001AA & 0001AB explicitly identify roads, etc.

• Will CLINs 0001AA & 0001AB be accomplished on a yearly basis as a lump sum? If not a yearly basis what is the anticipated frequency for these CLINS?

Response: Historically a single order has been placed on annual basis.

• Will CLIN 0002 (sub CLINS) be ordered in conjunction with 0001AA & AB or could they be used as a standalone task order?

Response: CLIN 0001AA & AB will be ordered separate from CLIN 0002. CLIN 0002 is anticipated to be ordered on separate task orders.

2. What is the anticipated number of Task Orders issued per year (or mobilizations)?

Response: Historically one task order per year has been issued.

3. The solicitation states a $2000.00 minimum order, the mobilization cost could easily exceed that amount due to the equipment involved. With this in mind, If multiple mobilizations are anticipated per year, will the Government consider adding a Mobilization CLIN?

Response: Historically one mobilization per year has been utilized. A mobilization CLIN will not be added.

4. Is there a specification for the paint and reflective beads (i.e. TT-P-1952E)?

Response: No, contractor will have to submit the material they plan to use for review and approval.

5. The solicitation attachments has (2) .mxd extension files and (2) .dgn extensions files. It appears these files can only be opened with the associated program (no viewer available) Can the Gov please furnish these file in a PDF or similar format?

Response: All files included in the .mxd and .dgn formats are already available in PDF.

6. Exhibit A - Detailed Pricing Schedule. In cell B5 it stated - " As shown in attachments 1 thru 37" - Where are attachments 1-37? They are not on the FOB

Response: Please reference the attachment table of contents located on page 44 of the solicitation for drawing references.

7. Exhibit A- Detailed Price Schedule. Estimating quantity in cell C5 - Does the 5 represent 5 years?

Response: This represents an estimated quantity of 5 each over the lifetime of the order period which is five years.

8. Item 0001A - Lines 6-27 - Is this the area in total based on the quantities represented times 5 years?

Response: Quantities of lines 6-27 under CLIN 0001A represent a single unit of work, of which a summation will be entered as the unit price in cell F5. The estimate quantity for that unit of work is noted as 5.

9. 0001B - All the same questions as above?

W911S219B8001

Response: Quantities of lines 29-41 under CLIN 0001B represent a single unit of work, of which a summation will be entered as the unit price in cell F28. The estimate quantity for that unit of work is noted as 5.

10. Where are attachments 38 & 39?

Response: Attachments 38 & 39 are located on the FBO posting for this solicitation under Drawing CP 135 and CP 136.

11. Can you provide clarification on the wage classification (rate and fringe) to use for the application/removal of road marking/striping? The provided Exhibit B Wage Determination Heavy Highway Jefferson County NY does not specifically note a classification for the work to be performed. The Painter and Laborer classifications in the wage determination do not speak definitively to road marking/striping. Given the large difference in rates and fringe values, using the wrong classification could either severely overstate or understate our bid.

Response: The specific wage rate selected must fit the local area practice for the work being performed by that individual. Wage rates must be found within Exhibit B. The Laborer classification is appropriate for road marking and striping.

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 within the Cantonment Area 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 in the Cantonment Area of Fort Drum, NY, approximately 10 miles northeast of Watertown, New York.

SW-4. PRINCIPAL FEATURES: Each Task Order issued by the Government under this

W911S219B8001

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 roads, 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 task order, to include within scope task order modifications for additional quantities to complete the project, are a bona fide requirement of the fiscal year in which the task 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. CLIN 0001, ELINs for 0001A - ROADWAYS: Provide all supervision, plant, labor, material and equipment necessary to perform all operations in connection with the painting of traffic control lines, warnings, and guides within the cantonment area, on Fort Drum, NY.

Work shall include all roadways as shown in Attachments 1 thru 37 to provide 100% painting or repainting of pavements within the cantonment area. Pavement markings shall include, but are not limited to edge lines, centerlines, lane lines, stop line, legends, arrows, hatch lines, yield lines, symbols, railroad crossing, and crosswalks. Line types, quantities, and units of measure to complete traffic control painting of the roads identified in Attachments 1 thru 37 are summarized in the table below.

Pavement Marking Description Units of Measure

Quantity

Edge Line: 4-inch White Reflectorized CLF 5619 Edge Line: 4-inch Yellow Reflectorized CLF 654 Edge Line: 8-inch Yellow Reflectorized CLF 7 Lane Line: 4-inch White Reflectorized CLF 261 Normal Broken Lane Line: 4-inch White Reflectorized

CLF 1316

Normal Dotted Lane Line – Long: 4-inch White Reflectorized CLF 135 Normal Dotted Lane Line – Short: 4-inch White Reflectorized CLF 5 Partial Barrier Line – 4-inch Yellow Reflectorized CLF 470 Channelizing Line – 8-inch White or Yellow Reflectorized CLF 82 Full Barrier Line – 4-inch Yellow Reflectorized CLF 2600 Hatch Line – 8-inch White or Yellow Reflectorized CLF 53 Hatch Line – 24-inch White of Yellow Reflectorized CLF 269 Crosswalk Type L – White Reflectorized CLF 94 Railroad Grade Crossing – White Reflectorized (shall include all required markings to include cross bars and clearance lines)

EA 33

Parking Line: 4-inch White Non Reflectorized CLF 15 Stop Line: 24-inch White Reflectorized CLF 58 Arrows – All types: White Reflectorized EA 485 Yield Symbol – Large: White Reflectorized EA 25 Legend – STOP: Entire 4-letter Legend White Reflectorized EA 1 Legend – ONLY: Entire 4-letter Legend White Reflectorized EA 131 Legend – YIELD: Entire 5-letter Legend White Reflectorized EA 3 Legend – MERGE: Entire 5-letter Legend White Reflectorized EA 3

CLIN 0001, ELINs for 0001B – PARKING AREAS: Provide all supervision, plant, labor, material and equipment necessary to perform all operations in connection with the painting of traffic control lines, warnings, and guides within the cantonment area, on Fort Drum, NY. Work shall include all parking areas as shown in Attachments 38 thru 39 to provide 100% painting or repainting of pavements in the PX/Commissary, Clark Hall, Multipurpose Auditorium (MPA), and Library Areas. Pavement markings shall include, W911S219B8001 but are not limited to, edge lines, centerlines, lane lines, stop line, legends, arrows, hatch lines, yield lines, ADA symbols, and crosswalks. Line types, quantities, and units of measure to complete traffic control painting of the roads identified in Attachments 38 thru 39 is summarized in the table below.

Pavement Marking Description Units of Measure

Quantity

ADA Parking Symbol with Blue Background EA 83 Stop Line: 24-inch White Reflectorized CLF 15 Parking Line: 4-inch White Non Reflectorized CLF 677 Edge Line: 4-inch White Non-Reflectorized CLF 12 Edge Line: 4-inch White Reflectorized CLF 7 Full Barrier Line – 4-inch Yellow Reflectorized CLF 37 Hatch Line – 12-inch White or Yellow Reflectorized CLF 343 Hatch line – 4 – inch Yellow Non-Reflectorized CLF 6 Crosswalk Type L – White Reflectorized FT 3713 Legend – STOP: Entire 4-letter Legend White Reflectorized

EA 72

Legend – ONLY: Entire 4-letter Legend White Reflectorized

EA 2

Legend – CAUTION: Entire 7-letter Legend White EA 2 Arrows – All types: White Reflectorized EA 51

4.b. CLIN 0002, ELINs 0002-1 thru 0002-34c (All Other Work): Provide all supervision, plant, labor, material and equipment necessary to perform all operations in connection with the painting of traffic control lines, warnings, and guides within the cantonment area, on Fort Drum, NY. Work shall include all roadways and parking areas to provide 100% paining or repainting of pavements within the cantonment area. Pavement markings shall include, but not limited to edge lines, centerlines, lane lines, stop bars, legends, arrows, hatch lines, symbols, and sidewalks.

1) Paint and/or repaint (reflectorized) Normal Lane line or Normal Edge Line. (See

Attachment 47, Drawing Sheet CP 1 of 15)

2) Paint and/or repaint (reflectorized) Normal Broken Lane Line. (See Attachment 47, Drawing Sheet CP 1 of 15)

3) Paint and/or repaint (reflectorized) Normal Dotted Lane Line. (See Attachment 47, Drawing Sheet

4) Paint and/or repaint (reflectorized) Normal Dotted Extension Line. (See Attachment 47, Drawing Sheet CP 1 of 15)

5) Paint and/or repaint (reflectorized) Normal Solid Line & Normal Broken Line. (See

6) Paint and/or repaint (reflectorized) Normal Solid Double Line. (See Attachment 47, Drawing Sheet

7) Paint and/or repaint (reflectorized) Cross Hatch Island Lines. (See Attachment 47, Drawing Sheet

a) Paint and/or repaint (reflectorized) Cross Hatch Island Lines Type "A".

(See Attachment 47, Drawing Sheet CP 1 of 15)

b) Paint and/or repaint (reflectorized) Cross Hatch Island Lines Type "B". (See

W911S219B8001

c) Paint and/or repaint (reflectorized) Cross Hatch Island Lines Type "C". (See

8) Paint and/or repaint (reflectorized) Yield Line Markings. (See Attachment 47, Drawing Sheet CP 1 of 15)

a) Paint and/or repaint (reflectorized) Small Yield Line Markings. (See Attachment 47, Drawing

Sheet CP 1 of 15)

b) Paint and/or repaint (reflectorized) Large Yield Line Markings. (See Attachment 47, Drawing

Sheet CP 1 of 15)

9) Paint and/or repaint (reflectorized) Cross Walks. (See Attachment 47, Drawing Sheet CP 2 of 15) All lengths base from Center Line Measurements.

a) Paint and/or repaint (reflectorized) Standard Type "S" Cross Walks. (See Attachment 47, Drawing Sheet CP 2 of 15)

b) Paint and/or repaint (reflectorized) Ladder Bar Type "L" Cross Walks. (See Attachment 47, Drawing Sheet CP 2 of 15)

c) Paint and/or repaint (reflectorized) Combined Type "LS" Cross Walks.

(See Attachment 47, Drawing Sheet CP 2 of 15)

10) Paint and/or repaint (reflectorized) Railroad Grade Crossing Markings. (See Attachment 47, Drawing Sheet CP 5 of 15) Includes all applicable traffic control markings, as noted on the reference sheet.

11) Paint and/or repaint (reflectorized) Turning Arrow. (See Attachment 47, Drawing Sheet CP 6 of

15)

12) Paint and/or repaint (reflectorized) Turning/Straight Arrow for Shared Lane. (See Attachment 47, Drawing Sheet CP 6 of 15)

13) Paint and/or repaint (reflectorized) Straight Arrow. (See Attachment 47, Drawing Sheet CP 6 of

14) Paint and/or repaint (reflectorized) Legend Markings. (See Attachment 47, Drawing Sheet CP 6 of

a) Paint and/or repaint (reflectorized) "YIELD" Markings-Entire Legend.

(See Attachment 47, Drawing Sheet CP 6 of 15)

b) Paint and/or repaint (reflectorized) "STOP" Markings-Entire Legend. (See Attachment 47, Drawing Sheet CP 6 of 15)

c) Paint and/or repaint (reflectorized) "ONLY" Markings-Entire Legend. (See Attachment 47, Drawing Sheet CP 6 of 15)

15) Paint and/or repaint (reflectorized) Individual Letters.

a) Paint and/or repaint (reflectorized) Individual Letter (12" - Height)

b) Paint and/or repaint (reflectorized) Individual Letter (24" - Height)

16) Paint and/or repaint (reflectorized) Stop Bars. (See Attachment 47, Drawing Sheet CP 2 of 15)

a) Paint and/or repaint (reflectorized) 24" Stop Bar. (See Attachment 47, Drawing Sheet CP 2 of

15)

b) Paint and/or repaint (reflectorized) 18" Stop Bar. (See Attachment 47, Drawing Sheet CP 2 of

17) Paint and/or repaint (reflectorized) Parking Stalls. (See Attachment 47, Drawing Sheet CP 15 of

a) Paint and/or repaint (reflectorized) Standard Parking Stall. (See Attachment 47, Drawing Sheet CP 15 of 15)

W911S219B8001

b) Paint and/or repaint (reflectorized) Standard Handicapped Parking Stall. (See Attachment 47, Drawing Sheet CP 15 of 15)

c) Paint and/or repaint (reflectorized) Oversized Handicapped Parking Stall.

(See Attachment 47, Drawing Sheet CP 15 of 15)

18) Remove - Normal Lane line or Normal Edge Line. (See Attachment 47, Drawing Sheet CP 1 of

19) Remove - Normal Broken Lane Line. (See Attachment 47, Drawing Sheet CP 1 of 15)

20) Remove - Normal Dotted Lane Line. (See Attachment 47, Drawing Sheet CP 1 of 15)

21) Remove - Normal Dotted Extension Line. (See Attachment 47, Drawing Sheet CP 1 of 15)

22) Remove - Normal Solid Line & Normal Broken Line. (See Attachment 47, Drawing Sheet CP 1 of

23) Remove - Normal Solid Double Line. (See Attachment 47, Drawing Sheet CP 1 of 15)

24) Remove - Cross Hatch Island Lines. (See Attachment 47, Drawing Sheet CP 1 of 15)

a) Remove - Cross Hatch Island Lines Type "A". (See Attachment 47, Drawing Sheet CP 1 of 15)

b) Remove - Cross Hatch Island Lines Type "B". (See Attachment 47, Drawing Sheet CP 1 of 15)

c) Remove - Cross Hatch Island Lines Type "C". (See Attachment 47, Drawing Sheet CP 1 of 15)

25) Remove - Yield Line Markings. (See Attachment 47, Drawing Sheet CP 1 of 15)

a) Remove - Small Yield Line Markings. (See Attachment 47, Drawing Sheet CP 1 of 15)

b) Remove - Large Yield Line Markings. (See Attachment 47, Drawing Sheet CP 1 of 15)

26) Remove - Cross Walks. (See Attachment 47, Drawing Sheet CP 2 of 15) All lengths base from

Center Line Measurements.

a) Remove - Standard Type "S" Cross Walks. (See Attachment 47, Drawing Sheet CP 2 of 15)

b) Remove - Ladder Bar Type "L" Cross Walks. (See Attachment 47, Drawing Sheet CP 2 of 15)

c) Remove - Combined Type "LS" Cross Walks. (See Attachment 47, Drawing Sheet CP 2 of 15)

27) Remove - Railroad Grade Crossing Markings. (See Attachment 47, Drawing

Sheet CP 5 of 15) Includes all applicable traffic control markings, as noted on the reference sheet.

28) Remove - Turning Arrow. (See Attachment 47, Drawing Sheet CP 6 of 15)

29) Remove - Turning/Straight Arrow for Shared Lane. (See Attachment 47, Drawing Sheet CP 6 of

30) Remove - Straight Arrow. (See Attachment 47, Drawing Sheet CP 6 of 15)

31) Remove - Legend Markings. (See Attachment 47, Drawing Sheet CP 6 of 15)

a) Remove - "YIELD" Markings-Entire Legend. (See Attachment 47, Drawing Sheet CP 6 of 15)

b) Remove - "STOP" Markings-Entire Legend. (See Attachment 47, Drawing Sheet CP 6 of 15)

c) Remove - "ONLY" Markings-Entire Legend. (See Attachment 47, Drawing Sheet CP 6 of 15)

32) Remove - Individual Letters.

a) Remove - Individual Letter (12" - Height)

b) Remove - Individual Letter (24" - Height)

33) Remove - Stop Bars. (See Drawing Sheet CP 2 of 15)

a) Remove - 24" Stop Bar. (See Attachment 47, Drawing Sheet CP 2 of 15)

b) Remove - 18" Stop Bar. (See Attachment 47, Drawing Sheet CP 2 of 15)

34) Remove - Parking Stall. (See Attachment 47, Drawing Sheet CP 15 of 15)

a) Remove - Standard Parking Stall. (See Attachment 47, Drawing Sheet CP 15 of 15)

b) Remove - Standard Handicapped Parking Stall. (See Attachment 47, Drawing Sheet CP 15 of

15)

c) Remove - Oversized Handicapped Parking Stall. (See Attachment 47, Drawing Sheet CP 15 of

SW-5. PROTECTION AND RESTORATION OF WORK AREA: During work operations, the Contractor shall protect all designated existing work sites and grounds with the proper barricades (including barricades with flashing safety lights at night where appropriate), signs, flagging and/or other acceptable safety control/protective devices. All existing work sites, structures or facilities to include access roads, vegetation, and utilities, disturbed or damaged by the Contractor’s operations, other than those designated to be demolished, shall be repaired, replaced, and/or restored by the Contractor at no additional cost to the Government. The work shall be performed in an approved workmanlike manner and shall be acceptable to the Contracting Officer.

SW-6. DISPOSITION OF MATERIALS: All materials which are not reused shall be classified as unsalvageable material. Unsalvageable material shall be identified as non-recoverable or recyclable and segregated on site. Non- recoverable material shall be removed from the site by the Contractor and disposed of off-post at a permitted facility in accordance with local, state and federal laws and regulations.

Recoverable materials shall be diverted from disposal through recycling or re-use in accordance with federal and state law and regulation. Weights in pounds or tons for disposal and recycle shall be forwarded to the Public Works, Environmental Division at the completion of work. In case of a conflict among these laws and regulations, the most stringent law or regulation shall apply.

SW-7. SCHEDULE OF OPERATIONS: The Contractor shall submit a schedule of proposed operations to the Contracting Officer for approval. Such schedule shall be subject to change so that the Contractor's work does not conflict with or otherwise disrupt normal operations of the Government.

SW-8. NORMAL WORKING HOURS: Normal working hours are 0730 to 1600 hours Monday through Friday excluding holidays. All work shall be performed during these hours unless otherwise approved by the Contracting Officer. The Contractor may be required to reimburse the Government for the cost of inspecting work performed outside of normal working hours.

SW-9. CLEAN-UP: The Contractor shall clean up and containerize all debris and discarded materials resulting from his operations at the end of each workday. The Contractor shall ensure that debris collection containers are closed and secured at the end of each workday. The Contractor shall institute measures for the daily prevention of blow-away litter and debris from the worksite. Open burning of scrap or unsalvageable material is forbidden.

SW-10. PROJECT ACCESS: The Contractor shall maintain access to the job site at all times under all normal seasonal weather conditions, at no additional cost to the Government.

SW-11. INSTALLATION ACCESS, CONTROL AND SECURITY:

This standard language is for contractor employees with an area of performance within Army controlled installation, facility, or area.

12.1. Installation Access and Identification of Contractor’s Employees: Entry to the installation requires the following: current vehicle registration, proof of insurance, valid driver's license for the vehicle driver, and picture identification for other personnel. Contractors/Subcontractors and their employees requiring access to the installation will be required to comply with the installation access control policy/procedures. The Government will not be responsible for damages due to delay/stoppages caused by failure to comply. Contractors shall be restricted to physically sign in at Paul Cerjan Gate, Gas Alley, or WSAAF Gates for entry unless they have a DoD issued ID card, a local temporary pass, or a local access badge (LAB). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by 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 individual facility or installation change, the Government may require changes in contractor security matters or processes.

12.2. The Contractor shall provide a list of names and dates of birth of all employees that will be working on this contract to include subcontractors. CORs/Contract Technical Representatives are required to complete an IMDR-ES Form 2 (Application for Sponsorship) for all individuals needing access under the contract and submit to usarmy.drum.imcom-atlantic.mbx.des-acp@mail.mil at least 7 days prior to access being needed.

12.3. Each employee who requires access to Fort Drum to perform work under any contract, at any tier, must obtain a DoD identification credential, temporary pass, or a LAB to obtain access to Fort Drum.

12.4. The contractor shall provide information as required by the Fort Drum Chief, Physical Security to enable the government to conduct a criminal history background check (CHBC) on contractor employees who are to have access to Fort Drum. If the CHBC is not adverse, a 30 day temporary access pass will be prepared by the Fort Drum Physical Security Division while the contractor’s employee makes an appointment for a Local Access Badge (LAB) to be created if access is needed longer than 30 days. A LAB will be issued for a period of no longer than 365 days at a time. If the CHBC is adverse, the employee will be denied access. If access is denied for any reason, the contractor’s employee may request a waiver from the installation utilizing the Access Waiver Denial Program. If a contractor’s employee is denied access for any reason the employee will not be allowed access until a waiver is requested and approved. There is an appeals process through the Directorate of Emergency Services. Final determination to allow entry and the issuance of a DoD credentials rest with the Garrison Commander or his designee, the Director, Emergency Services.

12.5. If an employee no longer needs the DoD identification credential for any reason (e.g. quits his/her job or no longer performs under the contract), the contractor is required to collect the DoD identification credential from the employee and surrender it to the Fort Drum Physical Security Division within four (4) calendar days of such change. If the DoD identification credential cannot be returned within the required time frame for any reason, the contractor shall immediately notify the Physical Security Division verbally, followed up in writing the next work day. Email notification is authorized. An employee’s inability to obtain entrance to a Government installation because he/she does not have the required identification badge or visitor’s pass shall not excuse timely performance of the requirements of this contract. DoD identification credentials are currently issued at the Fort Drum Physical Security Division located in the Fort Drum MP Station. The Government may change the location at which DoD identification credential are issued or returned, with or without advance notice to the contractor. Any such changes shall not be a basis for adjusting the contract price under any clause of this contract.

12.6. DoD identification credential will not be reproduced or copied by the contractor, its subcontractors, or their employees. If an employee’s DoD identification credential is lost, stolen, or reproduced, the contractor shall verbally report the loss, theft, or reproduction to the Fort Drum Physical Security Division on the day such loss, theft, or reproduction is discovered, followed by a written report of the circumstances to the Fort Drum Physical Security Division within two (2) calendar days.2.7 Each contractor employee shall possess/wear the DoD identification credential while performing work under the contract. The DoD identification credential shall be worn on the upper front of the outer garment unless precluded by OSHA regulation(s). The DoD identification credential will not be used for access to any Government installation except for performance of work under the contract for which is was issued. The contractor, shall upon expiration or termination of the contract, collect all DoD identification credentials and turn them into the COR.

12.7 . The Contractor shall provide a list of names and dates of birth of all employees that will be working on this contract to include subcontractors. CORs/Contract Technical Representatives are required to complete an IMDR-ES Form 2 (Application for Sponsorship) for all individuals needing access under the contract and submit to usarmy.drum.imcom-atlantic.mbx.des-acp@mail.mil at least 7 days prior to access being needed.

12.8. Each employee who requires access to Fort Drum to perform work under any contract, at any tier, must obtain a DoD identification credential to obtain access to Fort Drum. DoD identification credential is required if the employee requires access to Fort Drum.

12.9. The contractor shall provide information as required by the Fort Drum Chief, Physical Security to enable the government to conduct a criminal history background check (CHBC) on contractor employees who are to have access to Fort Drum. If the CHBC is not adverse, a 30 day temporary access pass will be prepared by the Fort Drum Physical Security Division while the contractor’s employee makes and appointment for a Local Access Badge (LAB) to be created if access is needed longer than 30 days. A LAB will be issued for a period of no longer than 365 days at a time. If the CHBC is adverse, the employee will be denied access. If access is denied for any reason, the contractor’s employee may request adjudication or a waiver from the installation. If a contractor’s employee is denied access for any reason the employee will not be allowed access until the case is adjudicated or a waiver is requested and approved. There is an appeals process through the Directorate of Emergency Services. Final determination to allow entry and the issuance of a DoD credentials rest with the Garrison Commander or his designee, the Director, Emergency Services.

12.10. Fort Drum is a controlled access post. All vehicles and personnel are subject to search and seizure of contraband and/or unauthorized Government property. Contractor vehicles (Contractor-owned and personal), Contractor employees, and their personal property shall be subject to searches and seizure of contraband and/or unauthorized Government property upon entering or leaving the Installation. The search and seizure provisions of AR 190-16 shall apply to Contractor personnel entering or leaving Fort Drum.

12.11. AT Level 1 Training: AT Level I training. This standard language is for contractor employees with an area of performance within an Army controlled installation, facility or area. Antiterrorism Level I:

All contractor employees, to include subcontractor employees, requiring access to Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date.