B.08_AM 0003.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 Solicitation for FY20 Road Repairs; White Sands Missile Range, New Mexico is amended as follows.

See SF30 Continuation Sheet(s)

NOTE: Proposal Receipt date has been extended from 1 September 2020; at 10:00 am, CT, to

3 September 2020 at 10 am CT.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY

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 9A. AMENDMENT OF SOLICITATION NO.

W9126G20B0045

X 9B. DATED (SEE ITEM 11)

31 Jul 2020

10B. DATED (SEE ITEM 13)

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 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 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

27 Aug 2020

CODE

US ARMY ENGINEER DISTRICT, FORT WORTH

ATTN: CESWF-CT

819 TAYLOR ST, ROOM 2A19

P.O. BOX 17300

FORT WORTH TX 76102-0300

W9126G 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

X

W9126G20B0045

CHANGES TO THE DRAWINGS

1. Replacement Drawings.- Replace the drawings listed below with the attached new drawings of the same name and number, noted W9126G20B0045, AMENDMENT 0003.

C-001 GENERAL NOTES

C-501 DETAIL

CS-101 SIGN PLAN

End of Summary of Changes

1. Replacement Specifications - Replace the sections listed below with the attached revised sections of the same name and number, noted W9126G20B0045, AMENDMENT 0003.

2. New Specifications - Include the new sections listed below, noted W9126G20B0045, AMENDMENT 0003.

00 21 00 INSTRUCTIONS, CONDITIONS & NOTICES TO OFFERORS

01 00 00.00 44 CONSTRUCTION SCHEDULE

01 11 00 SUMMARY OF WORK

32 11 20 SUBBASES FOR FLEXIBLE PAVING

32 11 23 AGGREGATE BASE COURSES

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

CHANGES TO SOLICITATION W9126G20B0045

CHANGES TO THE SPECIFICATIONS

32 12 13 BITUMINOUS TACK AND PRIME COATS

PART I – GENERAL INFORMATION

1. INQUIRIES

OFFEROR'S QUESTIONS AND COMMENTS

All questions and/or comments are to be submitted via ProjNet.

Bidder Inquiry in ProjNet at http://www.projnet.org/projnet

To submit and review bid inquiry items, bidders will need to be a current registered user or self-register into system.

To self-register go to web page, click BID tab select Bidder Inquiry, select agency USACE, enter Key for this solicitation listed below, and your e-mail address, click login. Fill in all required information and click create user.

Verify that information on next screen is correct and click continue.

From this page you may view all bidder inquiries or add inquiry.

Bidders will receive an acknowledgement of their question via email, followed by an answer to their question after it has been processed by our technical team.

The Solicitation Number is: W9126G20B0045 The Bidder Inquiry Key is: J5MRBI-H89AB4

Last day to submit ProjNet questions is five (5) calendar days prior to bid closure date in order to ensure adequate time is allotted to form an appropriate response and amend the solicitation, if necessary.

Offerors are requested to review the specification in its entirety, review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.

The call center operates weekdays from 8AM to 5PM U.S. Central Standard Time Zone (Chicago). The telephone number for the Call Center is 800-428-HELP.

2. INSTRUCTIONS TO OFFERORS

SPECIAL INSTRUCTIONS PERTAINING TO ELECTRONIC BIDS SUBMISSION (FAR 14.302 & 14.304)

a. Electronically submitted offers must include the completed SF 1442 (in accordance with FAR 52.214- 18), Acknowledgement of all amendments, completed CLIN schedule, and original Bid Bond.

b. Offers received will be virtually opened at the following location: US Army Engineer District, Fort Worth 819 Taylor St, Fort Worth, TX 76102 02:00 PM (CDT)

c. Teleconference Dial-in Information for the public 1-888-557-8511 Access Code 7585345# Security code:

6957 on <AM 03>24 August 2020 at 02:00 PM CDT.03 September, 2020 at 2:00 PM Central Time. <AM 03>

d. Please note, oral explanations or instructions are not binding. Any information given to an Offeror which impacts the solicitation and/or offer will be given in the form of a written amendment to the solicitation.

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

Section 00 21 00 - Instructions, Conditions and Notices to Offerors

SEALED BIDDING INSTRUCTIONS

W9126G20B0045

SEALED BIDDING

INSTRUCTIONS

W9126G20B0045, AMENDMENT 0003

http://www.projnet.org/projnet

Title the file in the following format:

W9126G20B0045_COMPANY NAME_BID

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

In order for an outside user (the contractor) to submit a bid for the solicitation, they must receive a drop-off request from an inside user (the government). When the inside user generates a drop-off request for you, you will receive an email with a link to submit your drop-off. Optionally, the Government may provide you with a request code. In that case, click the Drop-off button on the SAFE home page and enter the Request code.

To request and receive a drop-off request for this invatation for bid, email the Contract Specialist and Contracting Officer two (2) working days before the proposal due date. The Contracting Officer for this project is: Mr. John H. Rodgers. Email address is john.h.rodgers@usace.army.mil The Contract Specialist for this project is: Mr. Vernon Valigura. Email address is:

Vernon.N.Valigura2@usace.army.mil Include the invitation for bid number in your Email Subject Line: W9126G20B0045.

Bids received after the date and time will be handled in accordance with FAR 14.304 - Submission, modification, and withdrawal of bids.

f. Original copies of the Bid Bond shall be submitted to the following point of contact two (2) calendar days after the bid due date.

US Army Engineer District, Fort Worth ATTN: Vernon Valigura 819 Taylor St, Room 2A17 Fort Worth, TX 76102-0300

g. FACSIMILE OFFERS. Facsimile offers, modifications thereto, or cancellations of offerswill NOT BE

ACCEPTED.

h. EMAIL. Modifications and cancellations of bids WILL NOT be accepted. Only the original electronically submitted bid will be accepted by the Government.

i. RESPONSIBILITY. Award will be made to the lowest, responsible bidder whose bid, conforming to the invitation for bids, will be the most advantageous to the Government. To be determined responsible, the apparent low bidder shall:

(1) Have adequate financial resources to perform the contract, or the ability to obtain them. The contractor will be required to provide the Name of the Financial Institution, POC, and phone number.

(2) Have a satisfactory performance record. The contractor shall have no performance annotated with an individual rating of less than SATISFACTORYon any Final Evaluation within the last six (6) years from the bid opening date.

(3) Have a satisfactory record of integrity and business ethics. Awardee will be required to provide at least three (3) references for like work, to include Business Name, Point of Contact, and telephone number.

(4) Have the necessary organization, experience, accounting and operational controls, and technical skills, or the ability to obtain them (including, as appropriate, such elements as production control procedures, property control systems, quality assurance measures, and safety programs applicable to materials to be produced or services to be performed by the prospective contractor and subcontractors). Per FAR 9.104-3, acceptable evidence normally consists of a commitment or explicit arrangement that will be in existence at the time of the contract to acquire the needed facilities, equipment, other resources or personnel.

W9126G20B0045

W9126G20B0045, AMENDMENT 0003

mailto:john.h.rodgers@usace.army.mil.

mailto:Vernon.N.Valigura2@usace.army.mil

(5) Have the necessary production, construction, and technical equipment and facilities, or the ability to obtain them; and

(6) Be otherwise qualified and eligible to receive an award under applicable laws and regulations

3. NOTIFICATION OF UNSUCCESSFUL BIDDERS. All contract award information for this solicitation will be published electronically on beta.sam.gov website: https://beta.sam.gov/ Solicitation Number W9126G20B0045. Written unsuccessful bidder letters will not be issued.

4. PRE-BID CONFERENCE / SITE VISIT

SITE VISIT. See FAR clause 52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995) – ALTERNATE I (FEB 1995)

IMPORTANT NOTES. (1) Remarks and explanations addressed during the conference shall not qualify or alter the terms and conditions of the solicitation. (2) The terms and conditions of the solicitation remain unchanged unless the solicitation is formally amended in writing.

52.204-7 OCT 2018

52.204-22 JAN 2017

52.214-3 DEC 2016

52.214-4 APR 1984

52.214-5 DEC 2016

52.214-6 APR 1984

52.214-18 APR 1984

52.214-19 AUG 1996

52.214-34 APR 1991

52.214-35 APR 1991

252.236-7008

System for Award Management Alternative Line Item Proposal Amendments To Invitations For Bids False Statements In Bids Submission Of Bids Explanation To Prospective Bidders Preparation of Bids-Construction Contract Award-Sealed Bidding-Construction Submission Of Offers In The English Language Submission Of Offers In U.S. Currency Contract Prices-Bidding Schedules DEC 1991

CLAUSES INCORPORATED BY FULL TEXT

52.211-14 NOTICE OF PRIORITY RATING FOR NATIONAL DEFENSE, EMERGENCY PREPAREDNESS, AND ENERGY PROGRAM USE (APR 2008)

Any contract awarded as a result of this solicitation will be DX rated order; X DO rated order certified for national defense, emergency preparedness, and energy program use under the Defense Priorities and Allocations

CLAUSES INCORPORATED BY REFERENCE

W9126G20B0045 https://beta.sam.gov/

System (DPAS) (15 CFR 700), and the Contractor will be required to follow all of the requirements of this regulation. [Contracting Officer check appropriate box.]

(End of provision)

52.214-7 LATE SUBMISSIONS, MODIFICATIONS, AND WITHDRAWALS OF BIDS (NOV 1999)

(a) Bidders are responsible for submitting bids, and any modifications or withdrawals, so as to reach the Government office designated in the invitation for bids (IFB) by the time specified in the IFB. If no time is specified in the IFB, the time for receipt is 4:30 p.m., local time, for the designated Government office on the date that bids are due.

(b)(1) Any bid, modification, or withdrawal received at the Government office designated in the IFB after the exact time specified for receipt of bids is “late” and will not be considered unless it is received before award is made, the Contracting Officer determines that accepting the late bid would not unduly delay the acquisition; and--

(i) If it was transmitted through an electronic commerce method authorized by the IFB, it was received at the initial point of entry to the Government infrastructure not later than 5:00 p.m. one working day prior to the date specified for receipt of bids; or

(ii) There is acceptable evidence to establish that it was received at the Government installation designated for receipt of bids and was under the Government's control prior to the time set for receipt of bids.

(2) However, a late modification of an otherwise successful bid that makes its terms more favorable to the Government, will be considered at any time it is received and may be accepted.

(c) Acceptable evidence to establish the time of receipt at the Government installation includes the time/date stamp of that installation on the bid wrapper, other documentary evidence of receipt maintained by the installation, or oral testimony or statements of Government personnel.

(d) If an emergency or unanticipated event interrupts normal Government processes so that bids cannot be received at the Government office designated for receipt of bids by the exact time specified in the IFB and urgent Government requirements preclude amendment of the IFB, the time specified for receipt of bids will be deemed to be extended to the same time of day specified in the solicitation on the first work day on which normal Government processes resume.

(e) Bids may be withdrawn by written notice received at any time before the exact time set for receipt of bids. If the IFB authorizes facsimile bids, bids may be withdrawn via facsimile received at any time before the exact time set for receipt of bids, subject to the conditions specified in the provision at 52.214-31, Facsimile Bids. A bid may be withdrawn in person by a bidder or its authorized representative if, before the exact time set for receipt of bids, the identity of the person requesting withdrawal is established and the person signs a receipt for the bid.

(End of provision)

52.216-1 TYPE OF CONTRACT (APR 1984)

The Government contemplates award of a Firm Fixed Price contract resulting from this solicitation.

(End of provision)

W9126G20B0045

52.225-10 NOTICE OF BUY AMERICAN REQUIREMENT--CONSTRUCTION MATERIALS (MAY 2014)

(a) Definitions. “Commercially available off-the-shelf (COTS) item,” “construction material,” “domestic construction material,” and “foreign construction material,” as used in this provision, are defined in the clause of this solicitation entitled “Buy American --Construction Materials” (Federal Acquisition Regulation (FAR) clause 52.225-9).

(b) Requests for determinations of inapplicability. An offeror requesting a determination regarding the inapplicability of the Buy American statute should submit the request to the Contracting Officer in time to allow a determination before submission of offers. The offeror shall include the information and applicable supporting data required by paragraphs (c) and (d) of the clause at FAR 52.225-9 in the request. If an offeror has not requested a determination regarding the inapplicability of the Buy American statute before submitting its offer, or has not received a response to a previous request, the offeror shall include the information and supporting data in the offer.

(c) Evaluation of offers. (1) The Government will evaluate an offer requesting exception to the requirements of the Buy American statute, based on claimed unreasonable cost of domestic construction material, by adding to the offered price the appropriate percentage of the cost of such foreign construction material, as specified in paragraph (b)(3)(i) of the clause at FAR 52.225-9.

(2) If evaluation results in a tie between an offeror that requested the substitution of foreign construction material based on unreasonable cost and an offeror that did not request an exception, the Contracting Officer will award to the offeror that did not request an exception based on unreasonable cost.

(d) Alternate offers.

(1) When an offer includes foreign construction material not listed by the Government in this solicitation in paragraph (b)(2) of the clause at FAR 52.225-9, the offeror also may submit an alternate offer based on use of equivalent domestic construction material.

(2) If an alternate offer is submitted, the offeror shall submit a separate Standard Form 1442 for the alternate offer, and a separate price comparison table prepared in accordance with paragraphs (c) and (d) of the clause at FAR 52.225-9 for the offer that is based on the use of any foreign construction material for which the Government has not yet determined an exception applies.

(3) If the Government determines that a particular exception requested in accordance with paragraph (c) of the clause at FAR 52.225-9 does not apply, the Government will evaluate only those offers based on use of the equivalent domestic construction material, and the offeror shall be required to furnish such domestic construction material. An offer based on use of the foreign construction material for which an exception was requested--

(i) Will be rejected as nonresponsive if this acquisition is conducted by sealed bidding; or

(ii) May be accepted if revised during negotiations.

(End of provision)

52.228-1 BID GUARANTEE (SEP 1996)

(a) Failure to furnish a bid guarantee in the proper form and amount, by the time set for opening of bids, may be cause for rejection of the bid.

(b) The bidder shall furnish a bid guarantee in the form of a firm commitment, e.g., bid bond supported by good and

W9126G20B0045 sufficient surety or sureties acceptable to the Government, postal money order, certified check, cashier's check, irrevocable letter of credit, or, under Treasury Department regulations, certain bonds or notes of the United States.

The Contracting Officer will return bid guarantees, other than bid bonds, (1) to unsuccessful bidders as soon as practicable after the opening of bids, and (2) to the successful bidder upon execution of contractual documents and bonds (including any necessary coinsurance or reinsurance agreements), as required by the bid as accepted.-

(c) The amount of the bid guarantee shall be Twenty (20%) percent of the bid price or $3,000,000.00, whichever is less.-

(d) If the successful bidder, upon acceptance of its bid by the Government within the period specified for acceptance, fails to execute all contractual documents or furnish executed bond(s) within 10 days after receipt of the forms by the bidder, the Contracting Officer may terminate the contract for default.-

(e) In the event the contract is terminated for default, the bidder is liable for any cost of acquiring the work that exceeds the amount of its bid, and the bid guarantee is available to offset the difference.

(End of provision)

52.233-2 SERVICE OF PROTEST (SEP 2006)

(a) Protests, as defined in section 33.101 of the Federal Acquisition Regulation, that are filed directly with an agency, and copies of any protests that are filed with the Government Accountability Office (GAO), shall be served on the Contracting Officer (addressed as follows) by obtaining written and dated acknowledgment of receipt from

USACE Fort Worth Attention: CECT-SWF 819 Taylor St.

Fort Worth, TX 76102 SWF-Protest@usace.army.mil

(b) The copy of any protest shall be received in the office designated above within one day of filing a protest with the GAO.

(End of provision)

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995) – ALTERNATE I (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) As a result of the COVID-19 related public health emergency requirements from White Sands Missile Range and the New Mexico Department of Health, contractor site visits shall comply with the following:

(c) Offerors and subcontractors shall register for site visit appointments at least seven (7) calendar days before the date of the site visit.

Offerors and subcontractors wishing to participate will provide the following information to the referenced POCs:

W9126G20B0045

Visitor Name and Company Name Driver’s license number

Personnel are required to wear masks during site visits if a distance of six (6) feet cannot be maintained between individuals. Contractors must provide their own masks.

Personnel traveling to New Mexico through an airport and whose departure originates outside of New Mexico are subject to the requirements of New Mexico Executive Order 2020-013.

(d) Site Visit Appointment Dates/Times:

Date: 19 Aug 2020 Times: 8:30 AM to 10:30 AM (Mountain Time)

(e) Site Visit Registration POC’s

POC: Daniel Hartell EMAIL: Daniel.H.Hartell@usace.army.mil Phone: (575) 678‐3288

POC: Roy Bonhorst EMAIL: Roy.N.Bonhorst@usace.army.mil Phone: 575-678-5644 office 915-892-2706 mobile

(f) Participants will meet— Location: Building 102, located at the southwest corner of the intersection of Springfield Street and Headquarters Avenue, in the main cantonment area of White Sands Missile Range, NM. Participants will proceed to the project site together after signing in and receiving a site visit briefing at Building 102. Parking is available on site in the parking lot north of Building 102 located at the intersection of Springfield Street and Headquarters Avenue.

(End of provision)

52.252-1 SOLICITATION PROVISIONS INCORPORATED BY REFERENCE (FEB 1998)

This solicitation incorporates one or more solicitation provisions by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. The offeror is cautioned that the listed provisions may include blocks that must be completed by the offeror and submitted with its quotation or offer. In lieu of submitting the full text of those provisions, the offeror may identify the provision by paragraph identifier and provide the appropriate information with its quotation or offer. Also, the full text of a solicitation provision may be accessed electronically at this/these address(es):

https://www.acquisition.gov http://www.usace.army.mil/Portals/2/docs/Contracting/UAI_Version%203__1%20NOV%202014.pdf

(End of provision)

52.252-5 AUTHORIZED DEVIATIONS IN PROVISIONS (APR 1984)

W9126G20B0045

(a) The use in this solicitation of any Federal Acquisition Regulation (48 CFR Chapter 1) provision with an authorized deviation is indicated by the addition of"(DEVIATION)" after the date of the provision.

(b) The use in this solicitation of any DFARS (48 CFR Chapter 2) provision with an authorized deviation is indicated by the addition of "(DEVIATION)" after the name of the regulation.

(End of provision)

W9126G20B0045

WSMR FY20 DBB Road Repairs WS20RDMULT

SECTION 01 00 00.00 44

CONSTRUCTION SCHEDULE

PART 1 GENERAL

1.1 SCHEDULE

Commence, prosecute, and complete the work under this contract in accordance with the following schedule and Section 00 73 00 CONTRACT CLAUSES COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK and LIQUIDATED

DAMAGES:

Item of Work Commencement of Work

(Calendar days)

Completion of Work

(Calendar days)

Liquidated Damages per calendar days

(1) All work for repair and maintenance included in the specifications and drawings;

including O&M manuals and final record drawings.

10 Days from Receipt of NTP.

180 $ 231.15

a. NOTE: All work on this project shall be completed within the number of calender days stated in Item of Work (1) above, inclusive of all review periods and Government phasing requirements specified. If the Government accepts a proposal for a completion period of lesser duration, and such proposal alters the time periods for review and phasing, the Contract shall be read to include the original periods for review and phasing. If a completion period of lesser duration is proposed and accepted by the Government, the accepted completion period will replace the original construction schedule listed above in the Schedule. If an alternate completion period is proposed, the Bid Schedule must reflect pricing information for the alternate proposed completion period. The liquidated damages stated above will be applied for each calendar day the Contractor exceeds the Contract scheduled duration.

b. Liquidated damages for individual items of work will not be combined.

Only the rate of the affected item of work will be assessed.

c. Liquidated damages are not accumulative for multiple phases of work.

1.1.1 Record Drawings

See Section 01 78 00 CLOSEOUT SUBMITTALS, paragraph titled RECORD DRAWINGS

SECTION 01 00 00.00 44 Page 1 for requirements and withholding amount to ensure completion of record drawings.

1.2 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (OCT 1989)

(ER 415-1-15)(52.0001-4038 1/96)

a. Weather Conditions

(1) Climate is typical of the southwest desert with a wide temperature range between day and night, often as high as 50 degrees F change in 24 hours. The annual range temperature is from a maximum of 108 degrees F in summer to an extreme low of 0 degrees F in winter. The recorded low was -10 degrees F.

(2) Average annual rainfall varies from about 9.5 inches in the southern part of the reservation to over 10 inches in the northern part. During most years, about 60 percent precipitation occurs in July, August, and September.

(3) The prevailing winds are out of the west. A salient feature of these winds is their gusty nature. Wind velocities have reached a maximum of 123 miles per hour. The higher velocities are experienced adjacent to the mountains, and the lower velocities in the valley regions. These winds, chiefly from the west and southwest, vary from small whirlwinds known as "dust-devil," to high winds of more than 24-hour duration. The dust-devil type of whirlwinds throw sand and gravel with sufficient velocity to cause visible pitting of automobile windows and impingement. The high winds with their gusts have removed windows and roofs from houses and buildings in the Post Area. The sand and dust (most prevalent in the spring), cause rapid deterioration of unprotected equipment and instruments. Damaging high winds have also been recorded in November, December, and March.

(4) The following schedule of monthly anticipated adverse weather delays due to precipitation and temperature is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities. Wind is not considered in the Monthly Anticipated Adverse Weather Calendar Day Schedule.

WORK DAYS BASED ON (5) DAY WORK WEEK

WHITE SANDS, NM AREA (WSMR AND RESEREVE CTR AT LAS CRUCES)

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

1 1 1 1 2 1 4 4 2 1 1 3

c. Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the

SECTION 01 00 00.00 44 Page 2

1.1.2 Construction Phasing

Access to the parking lot for Building 1438 must be available for the duration of the project from either Blandy St. or King St. Access to the Navy motor pool yard must be available for the duration of the project from either Blandy St. or Noble St.

(AM#0003)>

<(AM#0003)

impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph "b", above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the contract clause entitled "Default (Fixed Price Construction)."

1.3 ROAD CLOSURES FOR TEST MISSIONS

Test missions at White Sands Missile Range involve required road closures to meet safety protocols. Accordingly, the Contractor shall anticipate eight (8) roadblock delays per month that may interrupt transportation into and from White Sands Missile Range, as well as travel within the White Sands Missile Range installation. Each roadblock has a duration up to two

(2) hours.

For locations of roadblocks on public roads, information is available at https://www.wsmr.army.mil/Pages/WhiteSandsRoadBlockSchedule.aspx.

To access information for the latest roadblock information, contact (575) 675-1178. The information is updated each weekday in the afternoon for the following day."

1.4 WORK RESTRICTIONS

1.4.1 Working Hours

Normal working hours are Monday through Friday, 0700 to 1700 hours, unless otherwise indicated at the preconstruction conference. Requests to work at times other than the stated working hours, including scheduled utility outages discussed below, shall be submitted to the Contracting Officer for approval. Contractor shall not work outside of the above stated working hours without prior written approval of the Contracting Officer.

1.4.2 Security Requirements

1.4.2.1 Installation Entrance Requirements

Entrance requirements to the Installation are specified in Section 01 35

20.00 44 SPECIAL PROJECT PROCEDURES FOR WHITE SANDS MISSILE RANGE.

Access to White Sands Missile Range will be delayed between 5 minutes and 30 minutes or longer due to increased security precautions, including the checking of vehicle ID’s, vehicle manifests, and the searching of all vehicles. Any general or specific threat to the safety of those working or living at White Sands Missile Range could result in longer waiting times at the access points to White Sands Missile Range. Individuals shall have one form of picture ID such as a driver's license (issuing state and number).

In addition to the picture ID, conference attendees shall also have their company's name and address, a memo on their company's letterhead stating the reason for entry, and the location on White Sands Missile Range where the conference is located.

SECTION 01 00 00.00 44 Page 3

d. The number of actual adverse weather delay days shall include days contractor's scheduled work day.

1.5 UTILITIES

1.5.1 Payment for Utility Services

Utility availability and Payment For Utility Services are specified in Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROL.

1.5.2 Coordination

For Contractor Telephone And Internet Service, the Contractor shall coordinate with ITBC and the local phone company for contractor telephone and internet service during construction.

1.5.3 Outages

The Contractor shall coordinate all requests for utility outages with the Contracting Officer and local utility provider in writing 14 days prior to date of requested outage:

a. Water, gas, steam, and sewer outages shall be held to a maximum duration of 4 hours unless otherwise approved in writing.

b. Electrical outages shall have a maximum duration of 4 hours.

1.6 PAPERLESS CONTRACT SUBMISSION

a. GENERAL INFORMATION ON PAPERLESS CONTRACT SUBMISSION

The goal is to reduce waste, decrease time, decrease associated costs, and to streamline most file transmission procedures.

b. METHODS OF DIGITAL SUBMISSION

This contract shall use digital submission methods to the greatest extent practicable. Acceptable methods are as follows, in order of precedence:

(1) RMS - will be used to the greatest extent practicable. Some items may not be submittable via RMS due to program constraints. Those items shall use an alternate method. All ENGR 4025’s shall be generated and submitted in RMS.

(2) Secure, Password Protected Web-Based System Access must be allowed and approved by the Government Representative. Access must be allowed and approved by the Government Representative.

This method shall not be used for security sensitive documents.

(3) E-mail – Items not submitted via RMS, as discussed above, shall be submitted via e-mail, if possible. E-mail limitations for file size must be considered prior to submission. Under current conditions, 5 megabytes is the limitation for any single file/e-mail.

(4) CD/DVD – Will be accepted if no other method is possible and upon prior approval.

c. ITEMS TO BE SUBMITTED VIA HARDCOPY

Product samples, color boards, and any other item not feasible to

SECTION 01 00 00.00 44 Page 4 submit digitally, shall be submitted hard copy. ENGR 4025 shall be submitted digitally always. The Government reserves the right to request hard copy submission on any item, if deemed necessary.

Contractor shall be prepared to provide requested hard copy at any time.

1.7 CONTRACTOR PERFORMANCE EVALUATIONS

In accordance with the provisions of Subpart 36.201 (Evaluation of Contractor Performance) of the Federal Acquisition Regulation (FAR), construction contractor’s performance shall be evaluated throughout the performance of the contract. The United States Army Corps of Engineers (USACE) follows the procedures outlined in Engineering Regulation 415-1-17 to fulfill this FAR requirement. For construction contracts awarded at or above $700,000.00, the USACE will evaluate contractor’s performance and prepare a performance report using the Contractor Performance Assessment Reporting System (CPARS), which is now a web-based system. After an evaluation (interim or final) is written up by the USACE, the contractor will have the ability to access, review and comment on the evaluation for a period of 60 days. Accessing and using CPARS requires specific software, called PKI certification, which is installed on the user’s computer. The certification is a Department of Defense requirement and was implemented to provide security in electronic transactions. The certification software could cost approximately $110 - $125 per certificate per year and is purchased from an External Certificate Authorities (ECA) vendor. Current information about the PKI certification process and for contacting vendors can be found on the web site: http://www.cpars.csd.disa.mil/. If the Contractor wishes to participate in the performance evaluation process, access to CPARS and PKI certification is the sole responsibility of the Contractor.

1.8 CONTRACTOR PAYROLL RECORD

Contractor shall be required to log payrolls for all their own employees and subcontractors utilizing ENG Form 3180. Each subcontractor requires a separate ENG 3180 for their payrolls. The Contractor shall maintain the ENG 3180, along with the payrolls, on site and available for review by the Contracting Officer's Representative. The ENG 3180's shall be updated weekly as payrolls are submitted. After making copies for their files, the Contractor is required to submit the originals of each week’s payrolls to the Resident Office. Before final payment, the Contractor shall provide the completed ENG 3180’s to the Contracting Officer's Representatives.

1.9 CONTRACTOR SUPPLY and USE OF ELECTRONIC SOFTWARE FOR PROCESSING WAGE

RATE REQUIREMENTS CERTIFIED LABOR PAYROLLS

a. The contractor is required to use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Wage Rate Requirements statute.

b. The contractor shall be responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the contractor to comply with the Wage Rate Requirements statute. When the contractor uses an electronic payroll system, the electronic payroll service shall be used by the contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this

SECTION 01 00 00.00 44 Page 5 construction contract and the electronic payroll service shall be capable of preserving these payrolls and related basic records for the required 3 years after contract completion. The contractor shall obtain and provide electronic system access to the Government, as required to comply with the Wage Rate Requirements over the duration of this construction contract. The access shall include electronic review access by the Government contract administration office to the electronic payroll processing system used by the contractor.

c. The contractor's provision and use of an electronic payroll processing system shall meet the following basic functional criteria:

(1) commercially available;

(2) compliant with appropriate Wage Rate Requirements statute payroll provisions in the Federal Acquisition Regulation (FAR);

(3) able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract

(4) capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records for export in an Excel spreadsheet to be imported into the contractor's Quality Control System (QCS) version of Resident Management System (RMS), that in turn shall export payroll data to the Government's RMS;

(5) demonstrated security of data and data entry rights;

(6) ability to produce contractor-certified electronic versions of weekly payroll data;

(7) ability to identify erroneous entries and track the date/time of all versions of the certified Wage Rate Requirements statute payrolls submitted to the government over the life of the contract;

(8) capable of generating a durable record copy, that is, a CD or DVD and PDF file record of data from the system database at end of the contract closeout. This durable record copy of data from the electronic payroll processing system shall be provided to the Government during contract closeout.

d. All contractor-incurred costs related to the contractor's provision and use of an electronic payroll processing service shall be included in the contractor's price for the overall work under the contract. The costs for compliance with the Wage Rate Requirements statute by using electronic payroll processing services shall not be a separately bid or reimbursed item under this contract.

1.10 ADDITIONAL CONTRACTOR PAYROLL RECORD

The Fort Worth District requires the contractor and all sub-contractors to use an electronic payroll system meeting the requirements the above referenced requirements and the following.

a. The Certified Labor Payrolls must be tracked electronically via WEB-based software and all data must be submitted via WEB. Payroll guidelines,"Instructions to Contractors on Contract Labor Requirements, published as "Appendix A, SWFP 1185-1-1" (also known as the Green

SECTION 01 00 00.00 44 Page 6 book), will be provided to advise/inform contractors how these labor provisions will be administered and enforced.

b. The WEB-based software must be capable of downloading data directly from existing electronic payrolls, track workers to ensure that overtime is being paid when overtime status is reached on Government contracts whether on one or multiple contracts or different sub-contractors. The software must track apprentices and journeyman ratios, create and track SF-1444 "Request for Authorization of Additional Classification and Rate", track workers by name/address/with or without Social Security Numbers, allow automated redaction of information appearing on payroll statements for agency response to Freedom of Information Act (FOIA requests), and provide free online training by the software provider to any user of the software.

c. The software must allow fringe benefit statement to track fringe benefits "whether cash or into an approved plan, fund, or program. If the fringe benefits are paid into a plan, fund, or program the company's name (receiving benefits), phone number, and address shall be listed on the Statement of Compliance Form (DD Form 879 or WH-347).

d. Software must provide a method of tracking standard and non-standard deductions such as restitution, alimony, child support, and allow for custom entries. Method of tracking must list the deductions on the statement of compliance or be listed as an attachment.

e. The Contractor is required to provide the updated 3080's and notify the Contracting Officer's Representatives weekly by email when the current payrolls are complete and ready for inspection/review on the WEB. Before final payment, the Contractor shall provide the completed ENG For 3180's and 3 disks (CD/DVD) which include complete copies of the Contractor and sub-contractor's payrolls/attachments, to the Contracting Officer's Representatives.

1.10.1 Electronic Copies

Electronic copies of electronically/manually signed forms/memos/letters such as SF 1413 Statement of Acknowledgement (sub-contractor agreement), SF-1444 "Request for Authorization of Additional Classification and Rate", employee deduction authorization, certification of apprentices and trainees shall be provided to the Contracting Officer's Representative as required by FAR.

1.11 STREET CLOSINGS

The Contractor shall coordinate all requests for street closings with the Contracting Officer in writing 21 days prior to date of requested outage:

a. One lane traffic shall be maintained at all times (except that a total closing may be allowed for specific 8-hour periods).

b. The final street repair shall be completed within 21 calendar days after the start of any street crossing. Any part of the street returned to service prior to final repair shall be maintained smooth with hot-mix cold-lay surface course.

c. Open cuts across paved roads and streets for utility crossings will not be allowed. Utility crossings will be accomplished by boring or jacking

SECTION 01 00 00.00 44 Page 7 procedures only.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 00 00.00 44 Page 8

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes repairs to damaged and failed surfaces including subgrade and base course, asphalt, replacement of transportation signage, re-striping, and incidental related work as indicated on the drawings. The Contractor shall provide all construction documentation, labor, materials, equipment, supervision, testing, shop and manufacturing drawings, submittals, construction, and transportation necessary to ensure delivery of complete and usable systems.

Contractor shall use the New Mexico Department of Transportation criteria.

1.1.1.1 Road Repairs – Repair and re-stripe Blandy, Halsey, King and Nobel Rd. Replace subgrade, base course, asphalt, and striping for each entire street. Install new signage including posts. Navy motor pool yard is located on the corner of Blandy and Aberdeen. The Navy stores heavy equipment, project support shelters and other materials in this secure area which required regular access. The access gate to the Navy motor pool yard is on Blandy St. and close coordination is required between DPW, the supporting contractor and Navy Operations to ensure access is available to this area. POC is Bryan Evans, bryan.w.evans3.civ@mail.mil, (575) 678-3720. (AM#0003)> See Section 01 00 00.00 44 CONSTRUCTION SCHEDULE, paragraph titled CONSTRUCTION

PHASING. <(AM#0003)

1.1.2 Location.

The work is located at the White Sands Missile Range (WSMR), NM approximately as indicated on the drawings. The exact location will be shown by the Contracting Officer.

1.2 DEMOLITION

1.2.1 Any and all demolition shall be the responsibility of the Contractor.

The Contractor shall dispose of existing asphalt or rigid concrete as the WSMR Hughes Reclamation Area located at the intersection Watertown and Hughes Avenue. Rigid concrete shall be free of rebar and/or all debris.

1.2.2 The Contractor shall provide dust control during work hours.

1.3 CULTURAL RESOURCES

The Contractor shall follow these requirements and report any inadvertent discoveries to DPW-E immediately. If bone is encountered, STOP DIGGING IMMEDIATELY and contact the POC, Michael Stowe at 575-678-0792.

1.4 TRAFFIC CONTROL

SECTION 01 11 00 Page 2

The Contractor shall provide traffic control plans and temporary traffic control per the Manual of Uniform Traffic Control Devices (MUTCD).

1.5 APPLICABLE STANDARDS

1.5.1 The Contractor shall adhere to the following documents if applicable, including all recommended practices documented in these standards.

Although some publication dates are given, the design shall be by current references and standards. All work accomplished by the Contractor shall comply with this criteria unless a wavier is obtained from the Contracting Officer when conditions warrant such consideration. The project shall be designed and constructed in accordance with the military criteria in conjunction with industry standard criteria, materials and efficient practices. The Contractor shall be responsible for the professional quality, code compliance, technical accuracy and coordination of all designs, drawings, specifications and other documents or publications upon which the design and construction are based.

1.5.2 Industry Criteria. Applicable design and construction criteria references are listed in Table 1 below and shall be taken from the most current references as of the date of issue of the contract. This list is not intended to include all criteria that may apply or to restrict construction to only those references listed.

Table 1: Industry Criteria New Mexico Department of Transportation

Standard Specifications for Highway and Bridge Construction Federal Highway Administration

MUTCD Manual of Uniform Traffic Control Devices SHSD Standard Highway Signs

1.5.3 Military Criteria. The project shall conform to the following criteria.

a. UFC 3-201-01 Civil Engineering

b. SDDCTEA Pamphlet 55-17, Better Military Traffic Engineering

1.6 PHOTOGRAPHY

The Contractor or any of their subcontractors are prohibited from taking photographs of any type while on the installation. Failure to comply with this requirement will result in employee being barred from entering the installation. Photographs may be taken by the government COR and provided to the Contractor upon security review and approval.

1.7 OCCUPANCY OF PREMISES

WSMR will continue to operate during performance of work under this Contract. Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches and haul routes.

The access gate to the Navy motor pool yard is on Blandy St. and close coordination is required between DPW, the supporting contractor and Navy Operations to ensure access is available to this area. POC is Bryan Evans, bryan.w.evans3.civ@mail.mil, (575) 678-3720. (AM#0003)> See Section 01 00

00.00 44 CONSTRUCTION SCHEDULE, paragraph titled CONSTRUCTION PHASING.

<(AM#0003)

SECTION 01 11 00 Page 3

1.8 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 32 11 20 Page 1

SECTION TABLE OF CONTENTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 32 11 20

SUBBASES FOR FLEXIBLE PAVING

PART 1 GENERAL

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

(2013) Standard Method of Test for Particle Size Analysis of Soils

(2017) Standard Method of Test for Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop

AASHTO T 88

AASHTO T 180

AASHTO T 224 (2010) Standard Method of Test for Correction for Coarse Particles in the Soil Compaction Test

ASTM INTERNATIONAL (ASTM)

ASTM C117 (2017) Standard Test Method for Materials Finer than 75-um (No. 200) Sieve in Mineral Aggregates by Washing

(2020) Standard Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine

(2019) Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates

(2019) Standard Practice for Sampling Aggregates

(2015; E 2016) Standard…