Amendment 1.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 White Sands Missile Range Special Weapons Assembly Facility (SWAF) 4; WSMR, NM is amended as follows.

See SF30 Continuation Sheet(s)

NOTE: The Bid Receipt date has been changed to 24 July 2020; at 10:00 a.m.,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 AMERICA 15C. 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.

W9126G20B0008

X 9B. DATED (SEE ITEM 11)

10-July-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, X 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

10 -July-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:

W9126G20B0008

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

CHANGES TO SOLICITATION W9126G20B0008

CHANGES TO BID RECEIPT DATE

1. Bid Receipt Date: The bid receipt date has been changed from "13 July 2020, 10:00 a.m. local time" to "24 July 2020, 10:00 a.m. local time ".

CHANGES TO DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

2. Section 00 21 00 INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS: Section 00 21 00 has been updated, each page bearing the notation W9126G20B0008- 0001.

CHANGES TO THE SPECIFICATIONS

3. Replacement Sections: Replace the following section with the accompanying new section of the same number and title bearing the notation W9126G20B0008- 0001:

01 00 00.00 44 CONSTRUCTION SCHEDULE

01 33 00 SUBMITTAL REGISTER

01 45 00.00 10 QUALITY CONTROL

01 78 00 CLOSEOUT SUBMITTALS

01 91 00.15 TOTAL BUILDING COMMISSIONING

01 91 00.15 10 TOTAL BUILDING COMMISSIONING

03 30 00 CAST-IN-PLACE CONCRETE

09 06 00 SCHEDULES FOR FINISHES

09 65 00 RESILIENT FLOORING

22 15 14.00 40 GENERAL SERVICE COMPRESSED-AIR SYSTEMS, LOW PRESSURE

32 12 13 BITUMINOUS TACK AND PRIME COATS

CHANGES TO THE DRAWINGS

4. Replacement Drawings.- Replace the drawings listed below with the attached new drawings(s) of the same number, each page bearing the notation W9126G20B0008- 0001.

A-002 - STANDARD MOUNTING HEIGHTS

A-501 - EXTERIOR DETAILS

A-612 - STOREFRONT DETAILS

AD101 - OVERALL DEMO PLAN

AD102 - PARTIAL DEMO PLAN

AD103 - PARTIAL DEMO PLAN AREA B

AD104 - OVERALL DEMO REFLECTED CEILING PLAN

AD105 - PARTIAL DEMO REFLECTED CEILING PLAN AREA A

AD106 - PARTIAL REFLECTED CEILING PLAN AREA B

AD107 - OVERALL DEMO ROOF PLAN

AD108 - PARTIAL DEMO ROOF PLAN AREA A - BASE

AD109 - PARTIAL DEMO ROOF PLAN AREA B - BASE

AD110 - DEMO EXTERIOR

ED101 - ELECTRICAL DEMO PLAN

M-601 - MECHANICAL SCHEDULES - BASE

M-602 - MECHANICAL SCHEDULES - BASE

M-603 - MECHANICAL SCHEDULES - OPTION

MD101 - OVERALL FIRST FLOOR MECHANICAL DEMOLITION PLAN - BASE

MD102 - OVERALL FIRST FLOOR MECHANICAL DEMOLITION PLAN AS-BUILT- BASE

MD103 - OVERALL FIRST FLOOR MECHANICAL DEMOLITION PLAN AS-BUILT- BASE

MH103 - OVERALL ROOF MECHANICAL PLAN – BASE

S-121 - MONORAIL TRACK PLAN - BASE

5. New Drawings.- The following drawing listed below has been added to the solicitation, bearing the notation W9126G20B0008- 0001.

S-111 - OVERALL FRAMING PLAN - BASE

WSMR SWAF 4 AS-BUILTS

ADDED ATTACHMENTS

6. Added Attachments - The following attachment listed below has been added to the solicitation, each page bearing the notation W9126G20B0008- 0001.

WSMR SWAF4 FINAL HAZ MATERIAL SURVEY RPT 080819

End of Summary of Changes

SUMMARY OF CHANGES

SECTION 00 21 00 - INSTRUCTIONS, CONDITIONS AND NOTICES TO OFFERORS

The following have been modified:

LOCAL INFORMATION

SEALED BIDDING

INSTRUCTIONS

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: W9126G20B0008 The Bidder Inquiry Key is: 95K8YU-Q5KTJF

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. All bids and a copy of the SF24 Bid Bond MUST be received electronically via email to paige.e.stone@usace.army.mil no later than <AM 01 >13 24 July 2020 <AM 01> at 10:00AM (CT). No bids, amendments or bid bonds in Original will be accepted.

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

c. Offers received will be publicly opened at the following location:

W9126G20B0008- 0001 m2pmjsah Highlight

US Army Engineer District, Fort Worth 819 Taylor St, Room Fort Worth, TX 76102 <AM 01> 13 24 July 2020 Time: 14:00 CT Teleconference Number: 844-291-6362 Access Code: 1832010 Phone Number: (877)810-9415

ACCESS CODE: 4839495

Security Code:9541 <AM 01>

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. 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: Paige Stone 819 Taylor St, Room 2A17 Fort Worth, TX 76102-0300

f. OFFERS BY TELEGRAPH. Offers received by telegraph, modifications thereto, or cancellations of offers WILL NOT be accepted.

g. FACSIMILE OFFERS. Facsimile offers, modifications thereto, or cancellations of offers WILL NOT be accepted.

h. EMAIL. Modifications and cancellations of offers WILL NOT be accepted. Only the 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) Ensure the representations and certifications have been completed in the Online Representation and Certification Application (ORCA) within the System for Award Management (SAM) website, in accordance with FAR 52.204-8.

The representations and certifications submitted under this tab and online will be reviewed to ensure the Offeror’s representations are consistent, accurate and in accordance with regualtion.

(3) Have a satisfactory performance record. The contractor shall have no performance annotated with an individual rating of less than SATISFACTORY on any Final Evaluation within five (5) years from the bid opening date.

(4) 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.

(5) 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

W9126G20B0008- 0001 m2pmjsah Highlight 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.

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

and

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

j. NOTIFICATION OF UNSUCCESSFUL BIDDERS. All contract award information for this solicitation will be published electronically on beta.SAM at www.beta.sam.gov/ Solicitation Number W9126G20B0008. Written unsuccessful bidder letters will NOT be issued.

(End of Summary of Changes)

W9126G20B0008- 0001

WSMR SWAF 4 Renovation WS19S4RENO

SECTION 01 00 00.00 44

CONSTRUCTION SCHEDULE

<AMENDMENT NO. 0001>

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, including O&M Manuals and Final Record Drawings WSMR

SWAF 4

RENOVATION.

See NTP. 420 $ 923.85

( ) O & M Manuals ** ** None

( ) Final Record Drawings

*** *** None

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.

SECTION 01 00 00.00 44 Page 1

** Operation and Maintenance Manuals: See Section 01 78 00 CLOSEOUT SUBMITTALS, paragraph OPERATION AND MAINTENANCE MANUALS for requirements and withholding amount to ensure completion of O&M Manuals.

*** Record Drawings: See Section 01 78 00 CLOSEOUT SUBMITTALS, paragraph titled RECORD DRAWINGS for requirements and withholding amount to ensure completion of record drawings.

1.1.1 Testing of Heating and Air-Conditioning Systems

The times stated for completion of this project includes all required testing specified in appropriate specification sections of heating, air conditioning and ventilation systems including HVAC Commissioning.

Exception: boiler combustion efficiency test, boiler full load tests, cooling tower performance tests, and refrigeration equipment full load tests, when specified in the applicable specifications, shall be performed in the appropriate heating/cooling season as determined by the Contracting Officer.

1.2 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (OCT 1989)

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

a. This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the contract clause FAR 52.249-10 entitled "DEFAULT: (FIXED PRICE CONSTRUCTION)." In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the contractor.

b. 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

SECTION 01 00 00.00 44 Page 2

"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.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

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 contractor's scheduled work day.

d. The number of actual adverse weather delay days shall include days 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 CONSTRUCTION PHASING

1.4 WORK RESTRICTIONS

1.4.1 Working Hours

Normal working hours are Monday through Friday, 0630 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

SECTION 01 00 00.00 44 Page 3

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.

1.4.3 Identification of Employees

The Contractor shall be responsible for furnishing to each employee, and for requiring each employee engaged on the work to display, identification as approved and directed by the Contracting Officer. Prescribed identification shall immediately be delivered to the Contracting Officer for cancellation upon release of any employee. When required, the Contractor shall obtain and provide fingerprints of persons employed on the project. Contractor and subcontractor personnel shall wear identifying markings on hard hats clearly identifying the company for whom the employee works.

Contractor personnel shall wear visible Contractor-furnished employee identification badges while physically on the Installation. Each badge shall include, as a minimum, the company name, employee name, photograph, Contract Title, Contract Number, and the expiration date of the badge.

1.5 UTILITIES

1.5.1 Payment for Utility Services

Utilitiy 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 (where applicable) 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.

c. All utility outages shall be scheduled only on Saturdays, SECTION 01 00 00.00 44 Page 4

Sundays, or holidays unless specific approval is otherwise received.

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 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, SECTION 01 00 00.00 44 Page 5 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 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

SECTION 01 00 00.00 44 Page 6

(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

(1) 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 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).

SECTION 01 00 00.00 44 Page 7

(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.

(2) 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.

<AM#0001>1.11 Anticipated Roadblocks

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." </AM#0001>

<AM#0001>1.12 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 procedures only.

1.13 Veterans Employment Emphasis for U.S. Army Corps of Engineers Contracts

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers

SECTION 01 00 00.00 44 Page 8

(USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

Federal Veteran employment information at http://www.fedshirevets.gov/index.aspx Department of Labor Veterans Employment Assistance http://www.dol.gov/vets/ Department of Veteran Affairs - VOW to Hire Heroes Act http://benefits.va.gov/vow Army Wounded Warrior Program -http://wtc.army.mil/modules/employers/index.html U.S. Chamber of Commerce Foundation - Hiring Our Heroes http://www.hiringourheroes.org/ Guide to Hiring Veterans - Reference Material -http://whitehouse.gov/sites/default/files/docs/white_house_business_council_-_guide_to_h

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 00 00.00 44 Page 9

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 80 PAGES

Design Bid Build

WSMR SWAF 4 Renovation

01 11 00 SD-01 Preconstruction Submittals Utility Outage Requests Utility Connection Requests Borrow Permits Excavation Permits Welding Permits Burning Permits

1.8 GSalvage Plan

01 32 01.00 10 SD-01 Preconstruction Submittals

1.3 GProject Scheduler Qualifications

3.5.1 GPreliminary Project Schedule

3.5.2 GInitial Project Schedule

3.7.2 GPeriodic Schedule Update

01 33 00 SD-01 Preconstruction Submittals

1.8 GSubmittal Register

01 33 29 SD-01 Preconstruction Submittals 1.5.3.1Preliminary High Performance and Sustainable Building Checklist

GS

1.4.1 G SSustainability Action Plan

1.5.3.1 G SPreliminary Sustainability

eNotebook SD-11 Closeout Submittals

1.5.3.1 G SFinal High Performance and

Sustainable Building Checklist

1.5.3.1 G SFinal Sustainability eNotebook

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(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

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WSMR SWAF 4 Renovation

01 33 29 1.5.3.1 G SAmended Final Sustainability eNotebook

1.5.3.1 G SAmended Final High

Performance and Sustainable Building Checklist

01 35 26 SD-01 Preconstruction Submittals

1.7 GAccident Prevention Plan (APP)

SD-06 Test Reports 1.4Monthly Exposure Reports 1.12Notifications and Reports

1.12.2 GAccident Reports

1.12.3LHE Inspection Reports

SD-07 Certificates 1.6.1.5Crane Operators/Riggers

1.7.2.2 GStandard Lift Plan

1.7.2.3 GCritical Lift Plan

1.7.2.3 GNaval Architecture Analysis

1.8Activity Hazard Analysis (AHA) 1.9.1Confined Space Entry Permit 1.9.1Hot Work Permit 1.12.4Certificate of Compliance 1.14License Certificates

1.14.1 GRadiography Operation Planning

Work Sheet

1.14.1 GPortable Gauge Operations

Planning Worksheet

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 80 PAGES

WSMR SWAF 4 Renovation

01 45 00.00 10 SD-01 Preconstruction Submittals

3.2 GContractor Quality Control (CQC)

Plan SD-06 Test Reports

3.9Verification Statement 01 50 00 SD-01 Preconstruction Submittals

1.3 GConstruction Site Plan

3.4.1 GTraffic Control Plan

SD-06 Test Reports Backflow Preventer Tests

SD-07 Certificates 1.4.1Backflow Tester 1.4Backflow Preventers

01 56 00.00 44 SD-01 Preconstruction Submittals

3.1 GDust Control

2.1 GProducts and Procedures

2.1 GMaterial Safety Data Sheets

3.3.2 GSandblasting

SD-02 Shop Drawings 1.7Recordkeeping

01 57 20.00 10 SD-01 Preconstruction Submittals

1.7 GEnvironmental Protection Plan

3.2.5 GStorm Water Pollution Prevention

Plan SD-02 Shop Drawings

3.17 GHazardous Substance Reporting

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 80 PAGES

WSMR SWAF 4 Renovation

01 57 23 SD-01 Preconstruction Submittals 1.3.2Storm Water Notice of Intent

SD-06 Test Reports Storm Water Inspection Reports for General Permit: G

Erosion and Sediment Controls:

G

SD-07 Certificates 2.1.3Mill Certificate or Affidavit

01 57 24.02 44 SD-01 Preconstruction Submittals GStorm Water Pollution Prevention

Plan Notice of Termination

G; RPEC

01 58 00 SD-02 Shop Drawings Gpreliminary drawing indicating layout and text content

1.3.1 GSign Legend Orders

01 74 19 SD-01 Preconstruction Submittals

1.5 GWaste Management Plan

SD-11 Closeout Submittals 1.6Records

01 78 00 SD-03 Product Data 1.4.2As-Built Record of Equipment and Materials 1.10.1Warranty Management Plan

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WSMR SWAF 4 Renovation

01 78 00 1.10.5Warranty Tags 1.10.2Performance Bond 1.10.3Warranty Point of Contact 1.10.4Warranty Report 1.5Spare Parts Data

SD-08 Manufacturer’s Instructions 1.6Preventative Maintenance 1.6Condition Monitoring (Predictive

Testing) 1.6Inspection 1.10.1Instructions

SD-10 Operation and Maintenance Data

1.11Operation and Maintenance Manuals

SD-11 Closeout Submittals 1.11.5Red Zone Meeting 1.11.1.1Video 1.4.1Record Drawings 1.4.1.3Preliminary Record Drawings 1.4.1.4Final Record Drawings 1.4.1.5Final Record Drawings

Sustainable Design Documentation

1.4.3Final Approved Shop Drawings 1.4.4Real Property Equipment

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 6 OF 80 PAGES

WSMR SWAF 4 Renovation

01 78 00 1.7 GCertification of EPA Designated Items

GInterim Form DD1354

1.13 GChecklist for Form DD1354

1.8Inventory Of Contractor

Furnished And Installed Equipment

1.9Inventory Of Contractor Furnished And Installed Equipment

Real Property Record 01 78 23 SD-10 Operation and Maintenance

Data

1.3 GO&M Database

3.1.1 GTraining Plan

3.1.3 GTraining Outline

3.1.2 GTraining Content

SD-11 Closeout Submittals

3.1.4 GTraining Video Recording

3.1.6 GValidation of Training Completion

01 91 00.15 SD-01 Preconstruction Submittals

1.7 G DOCommissioning Firm

1.7.1 G DOLead Commissioning Specialist

1.7.2 G DOTechnical Commissioning

Specialists

1.7 G DOCommissioning Firm's Contract

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01 91 00.15 SD-06 Test Reports

3.1.4 G DODesign Review Report

3.1.3.1 G DOInterim Construction Phase

Commissioning Plan

3.1.3.2 G DOFinal Construction Phase

Commissioning Plan

3.1.3.1.2 G DOTemplate Building Envelope

Inspection Checklists

3.1.6.2 G DOBuilding Envelope Inspection

Checklists

3.1.6.3 G DOPre-Functional Checklists

1.8Issues Log

3.2 G DOCommissioning Report

3.3.1 G DOPost-Construction Trend Log

Report SD-07 Certificates

1.9 G DOCertificate of Readiness

SD-10 Operation and Maintenance Data

3.1.7 G ROTraining Plan

3.1.7 G ROTraining Attendance Rosters

G DOSystems ManualComputerized Maintenance Management System Manual

3.1.8 G DOSystems Manual

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01 91 00.15 3.1.9 G DOMaintenance and Service Life Plans

SD-11 Closeout Submittals

3.2 S DOFinal Commissioning Report

01 91 00.15 10 SD-01 Preconstruction Submittals

1.8 G DOCommissioning Firm

1.8.1 G DOLead Commissioning Specialist

1.8.2 G DOTechnical Commissioning

Specialists

1.8 G DOCommissioning Firm's Contract

SD-05 Design Data

3.1.2 G DODesign Phase Commissioning

Plan SD-06 Test Reports

3.1.3 G DODesign Review Report

3.2.4 G DODesign Review Report

3.2.3.1 G DOInterim Construction Phase

Commissioning Plan

3.2.3.2 G DOFinal Construction Phase

Commissioning Plan

3.2.3.1.2 G DOTemplate Building Envelope

Inspection Checklists

3.2.6.2 G DOBuilding Envelope Inspection

Checklists

3.2.6.3 G DOPre-Functional Checklists

1.10Issues Log

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WSMR SWAF 4 Renovation

01 91 00.15 10 3.3 G DOCommissioning Report

3.4.1 G DOPost-Construction Trend Log

Report SD-07 Certificates

1.11 G DOCertificate of Readiness

SD-10 Operation and Maintenance Data

3.2.7 G ROTraining Plan

3.2.7 G ROTraining Attendance Rosters

3.2.8 G DOSystems Manual

3.2.8 G DOSystems Manual

3.2.9 G DOMaintenance and Service Life

Plans SD-11 Closeout Submittals

3.3 S DOFinal Commissioning Report

3.2.3.2 SFinal Construction Phase

Commissioning Plan 02 41 00 SD-01 Preconstruction Submittals

1.2.2 G RODemolition Plan

1.10Existing Conditions

SD-07 Certificates G RONotification

SD-11 Closeout Submittals Receipts

02 82 35.00 44 SD-01 Preconstruction Submittals 1.3.1Equipment List

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 10 OF 80 PAGES

WSMR SWAF 4 Renovation

02 82 35.00 44 GLead Containing Paint (LCP) Worker Protection Plan

1.10 GAccident Prevention Plan

SD-06 Test Reports

1.16.3Air Monitoring 3.2.1Air Monitoring

SD-07 Certificates

1.3 GQuality Assurance

SD-11 Closeout Submittals Signed Waste Delivery Receipt and worker exposure monitoring data

02 84 00.00 44 SD-01 Preconstruction Submittals

1.4 GContractor's Qualifications

ODC Recovery and Recycling Equipment's Certifications

1.11 GLicenses and Permits

1.7Spill Prevention Plan 1.9Spill Prevention Plan 3.4Environmental Pollution Liability

Insurance SD-11 Closeout Submittals

3.5 GClosure Report

Recycling Activity Delivery Receipt

02 84 16 SD-07 Certificates

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02 84 16 1.8.1 GQualifications of CIH

1.8.1 GTraining Certification

1.8.2 GPCB and Lamp Removal Work

Plan

1.8.3 GPCB and Lamp Disposal Plan

SD-11 Closeout Submittals

3.5.2 GTransporter certification

3.2.4Certification of Decontamination 3.5.2.1Certificate of Disposal and/or recycling 3.5.3.2DD Form 1348-1 3.3.1Testing results

03 01 00 SD-01 Preconstruction Submittals

1.5.3 GQualifications

1.5.4 GWork Plan

1.6.1 GWork Plan

1.5.2 GQuality Control Plan

SD-03 Product Data 2.5Conventional Concrete 2.6Polymers 2.7Miscellaneous Materials And

Equipment SD-04 Samples

2.4Reinforcement And Reinforcement Supports

2.6Polymers

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03 01 00 SD-05 Design Data

3.1.3 GFormwork And Shoring

1.5.1 GRepair Procedures

2.8 GMixture Proportioning

SD-06 Test Reports 2.8Mixture Proportioning 3.1.5Quality Control 3.2.3Quality Control 3.3.3Quality Control 3.4.3Quality Control 1.6.2Tolerence Report 2.4Reinforcement And

Reinforcement Supports 2.5Conventional Concrete 2.6Polymers

SD-07 Certificates 1.5.3Qualifications 2.4Reinforcement And

Reinforcement Supports 2.5Conventional Concrete 2.6Polymers

SD-08 Manufacturer’s Instructions 2.2Equipment For Concrete

Preparation 2.5Conventional Concrete 2.6Polymers

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03 30 00 SD-01 Preconstruction Submittals

1.6.5 GQuality Control Plan

1.6.6 GQuality Control Personnel

Certifications 1.6.6Quality Control Organizational

Chart

1.6.8 GLaboratory Accreditation

1.6.2.1 GForm Removal Schedule

3.3.8Maturity Method Data

SD-02 Shop Drawings 1.6.2.1Formwork

1.6.2.2 GReinforcing Steel

SD-03 Product Data 2.4.4Joint Sealants 2.4.3Joint Filler 2.1Formwork Materials 2.3.3.2Recycled Aggregate Materials 2.3.1Cementitious Materials 2.4.1Concrete Curing Materials 2.6Reinforcement

Liquid Chemical Floor Hardeners and Sealers

2.3.4Admixtures Reinforcing Fibers

2.6.2Mechanical Reinforcing Bar Connectors

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