Am_0002.pdf

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Repair Golf Taxiway, FY22, Construction
Solicitation number
W9128F22R0029
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This document outlines requirements for a federal construction contract to repair a golf taxiway at Ellsworth Air Force Base in South Dakota. Key details include:

  • The project involves repairing the golf taxiway pavement and includes requirements for advanced modeling, environmental protection, and pavement markings.

  • Advanced modeling requirements include developing a Project Execution Plan using BIM and CAD, with minimum modeling and data requirements defined by the USACE Minimum Modeling Matrix. Model uses and deliverables are specified.

  • Environmental protection requirements include developing an environmental protection plan, obtaining necessary permits, implementing erosion and sediment control measures, and managing waste in accordance with federal, state and local regulations.

  • Pavement marking requirements specify use of waterborne paint compliant with state VOC regulations, and glass bead retroreflective media meeting FS TT-B-1325 specifications. Application equipment and qualified personnel are required. Markings must be applied during daylight hours to clean and dry surfaces between 35-120°F.

The response due date for proposals was March 18, 2022. The contract is valued between $750,000-1,000,000 and is set aside for small business. The federal agency is the U.S. Army Corps of Engineers.

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Am_0001.pdf PDF
W9128-F-22-R-0029.pdf PDF
W9128F22R0029 - dwgs - REPAIR TAXIWAY GOLF.pdf PDF

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Offers 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 or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

Amendment No. 0002 W9128F

REPAIR GOLF TAXIWAY, ELLSWORTH AFB, SD

See attached documentation for content of the amendment revisions to solicitation.

Date for receipt of proposals is 18 MARCH 2022 at 1400 hours

Government Point of Contact: Jae Chang, Contract Specialist Jae.Chang@usace.army.mil

U.S ARMY CORPS OF ENGINEERS, OMAHA DISTRICT

CONTRACTING OFFICE

1616 CAPITOL AVE.

OMAHA, NE 68102-4901

See Item 6

W9128F-22-R-0029

03/02/2022

02/09/2022

Am #0002 - 2 (Continuation SF 30)

2 MAR 2022

Solicitation No. W9128F22R0029

Date of Issue: 9 FEB 2022 NEW Date of Receiving Proposals: 18 MAR 2022

SUBJECT: Amendment No. 0002 to Request for Proposal Solicitation Package for Construction of

REPAIR GOLF TAXIWAY

TO: Prospective Offerors and Others Concerned

1. The specifications and drawings for subject project are hereby modified as follows (revise all specification indices, attachment lists, and drawing indices accordingly).

a. Specifications (New and/or Revised and Reissued). Delete and substitute or add specification pages or sections as noted below. The substituted pages or sections are revised and reissued with this amendment. For convenience, on the revised specification pages, changes have been identified by “[*Am- [2]]”(underlining of added text and/or strikeout of deleted text).

Pages or Sections Deleted Pages or Sections Substituted or Added

00 10 00-SF1442 00 10 00-SF1442*

** ** ** 00 21 00AT

SD20220001 SD20220001*

01 33 39.00 10 01 33 39.00 10* 01 57 19 01 57 19* 32 01 16.71 ** ** ** 32 17 23 32 17 23*

b. Drawings (Reissued). The following drawings are revised with latest revision date indicated on each sheet.

(1) Sheet EL89 G-002, INDEX OF DRAWINGS

(2) Sheet EL89 CB101, PHASING PLAN

(3) Sheet EL89 CB102, PHASING NOTES

(4) Sheet EL89 CD101, PAVEMENT AND PAVEMENT MARKING REMOVAL PLAN

– AREA 1

(5) Sheet EL89 CP101, PAVING PLAN – AREA 1

(6) Sheet EL89 CP503, REINFORCEMENT DETAILS

2. This amendment is a part of the proposing papers and its receipt shall be acknowledged. All other conditions and requirements of the request for proposal remain unchanged.

3. Electronic Proposal/Email. See Section 00 22 00 for how to submit electronic proposals.

4. Electric Offers will be received until 2:00 p.m., local time at place of receiving proposals, 18 MAR 2022, as stated in the Request For Proposal.

Am #0002 - 3 (Continuation SF 30)

Attachments:

Spec Pages listed in 1.a. above Dwgs. listed in 1.b. above

U.S. Army Corps of Engineers, Omaha District 1616 Capitol Avenue Omaha, Nebraska 68102-4901

2 MAR 2022

jmh/2181

00 10 00 - 1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

W9128F-22-R-0029

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

9 February 2022

PAGES OF PAGES

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

7. ISSUED BY CODE CT 8. ADDRESS OFFER TO

CODE: W9128F

U.S. ARMY CORPS OF ENGINEERS, OMAHA

Rocky Mountain Area Office Attn: CONTRACTING DIVISION (CENWO-CTM) 5475 Tech Center Drive, Suite 205 Colorado Springs, CO 80919

CODE: W9128F

U.S. ARMY CORPS OF ENGINEERS, OMAHA

Rocky Mountain Area Office Attn: CONTRACTING DIVISION (CENWO-CTM) 5475 Tech Center Drive, Suite 205 Colorado Springs, CO 80919

9. FOR INFORMATION

E-MAIL:

A. NAME

Jae Chang

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS) jae.chang@usace.army.mil

SOLICITATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date):

The offeror hereby agrees to do all work described in the documents entitled:

Repair Golf Taxiway Ellsworth AFB, South Dakota

RETURN WITH OFFER: INFORMATION REQUIRED BY SECTION 00 10 00 (SF1442), SECTION 00 22 00, AND SECTION 00 45 00.

THIS SOLICITATION IS OPEN TO ALL BUSINESS.

11. The Contractor shall begin performance within 10 calendar days and complete the entire work ready for use NLT 4 3 November 20232022 after receiving award, notice to proceed. This performance period is mandatory, negotiable. See FAR 52.211-10.

12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8 by 1400 (hour) local time 11 March 202218 March 2022. If this is a sealed bid solicitation, offers must be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442(REV. 4-85)

Prescribed by GSA FAR(48 CFR) 53.236-1(d)

12B. CALENDAR DAYS

00 10 00 - 2

AMOUNTS

SEE ATTACHED CLIN PRICING SCHEDULE

Contractor’s Fax No. CAGE CODE Contractor’s E-Mail address

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

DUNS or Unique Entity Identifier Number:

15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14)

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within 60 calendar days after the date offers are due

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation - give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER

(Type or print)

20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) ( ) 41 U.S.C. 253(c) ( )

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

USAED Omaha c/o USACE Finance Center 5722 Integrity Drive Millington, TN 38054-5005

U.S. Army Engineer District, Omaha 1616 Capitol Ave.

Omaha, Nebraska 68102-4901

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (contractor is required to sign this document and return copies to issuing office.) Contractor agrees to furnish and deliver all items or perform all work, requisitions identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award,

(b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation, is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED

TO SIGN (Type or print)

31A. NAME OF CONTRACTING OFFICER (Type or print)

30B. SIGNATURE 30C. DATE 31B. UNITED STATES OF AMERICA

BY

31C. AWARD DATE

STANDARD FORM 1442 BACK (REV. 4-85)

"General Decision Number: SD20220001 02/25/2022

Superseded General Decision Number: SD20210001

State: South Dakota

Construction Types: Heavy and Highway

Counties: South Dakota Statewide.

HEAVY AND HIGHWAY CONSTRUCTION PROJECTS

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60).

|If the contract is entered |. Executive Order 14026 | |into on or after January 30, | generally applies to the | |2022, or the contract is | contract. | |renewed or extended (e.g., an |. The contractor must pay | |option is exercised) on or | all covered workers at | |after January 30, 2022: | least $15.00 per hour (or | | | the applicable wage rate | | | listed on this wage | | | determination, if it is | | | higher) for all hours | | | spent performing on the | | | contract in 2022. | |If the contract was awarded on|. Executive Order 13658 | |or between January 1, 2015 and| generally applies to the | |January 29, 2022, and the | contract. | |contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least | |30, 2022: | $11.25 per hour (or the | | | applicable wage rate listed| | | on this wage determination,| | | if it is higher) for all | | | hours spent performing on | | | that contract in 2022. |

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the

Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at https://www.dol.gov/agencies/whd/government-contracts.

Modification Number Publication Date 0 01/07/2022 1 02/25/2022

* SUSD2018-001 03/20/2018

Rates Fringes

CARPENTER........................$ 27.96 0.00

CONCRETE FINISHER................$ 21.41 0.00

ELECTRICIAN......................$ 26.42 3.85

LABORER

Group 1.....................$ 18.86 0.00 Group 2.....................$ 17.51 0.00 Group 3.....................$ 18.95 0.00 Group 5.....................$ 27.96 0.00 Group 6.....................$ 21.41 0.00

LABORER CLASSIFICATIONS:

GROUP 1: Air Tool Operator; Common Laborer; Landscape Worker, Flagger, Pilot Car Driver; Trucks under 26,000 GVW; Blue-top Checker, Materials Checker.

GROUP 2: Mechanic Tender; Pipe Layer (except culvert); Form

Builder Tender; Special Surface Finish Applicator; Striping.

GROUP 3: Asphalt Plant Tender; Pile Driver Leadsman; Form Setter, Oiler/Greaser.

GROUP 5: Form Builder GROUP 6: Grade Checker

PAINTER..........................$ 21.41 0.00

POWER EQUIPMENT OPERATOR:

Group 1.....................$ 20.62 0.00 Group 2.....................$ 20.66 0.00 Group 3.....................$ 22.02 0.00 Group 4.....................$ 23.79 0.00 Group 5.....................$ 24.77 0.00

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Concrete Paving Cure Machine; Concrete Paving Joint Sealer; Conveyor; Tractor (farm type with attachments); Self- Propelled Broom; Concrete Routing Machine; Paver Feeder;

Pugmill; Skid Steer.

GROUP 2: Bull Dozer 80 HP or less; Front End Loader 1.25 CY or less; Self-Propelled Roller (except Hot Mix); Sheepsfoot/50 Ton Pneumatic Roller; Pneumatic Tire Tractor or Crawler (includes Water Wagon and Power Spray Units); Wagon Drill; Air Trac; Truck Type Auger; Concrete Paving Saw.

GROUP 3: Asphalt Distributor; Bull Dozer over 80 HP; Concrete Paving Finishing Machine; Backhoes/Excavators 20 tons or less;

Crusher (may include internal screening plant); Front End Loader over 1.25 CY; Rough Motor Grader; Self-Propelled Hot Mix Roller; Push Tractor; Euclid or Dumpster; Material Spreader; Rumble Strip Machine.

GROUP 4:Asphalt Paving Machine Screed; Asphalt Paving Machine;

Cranes/Derricks/Draglines/Pile Drivers/Shovels 30 to 50 tons;

Backhoes/Excavators 21 to 40 tons; Maintenance Mechanic;

Scrapers; Concrete Pump Truck.

GROUP 5:Asphalt Plant; Concrete Batch Plant;

Backhoes/Excavators over 40 tons;

Cranes/Derricks/Draglines/Pile Drivers/Shovels over 50 tons;

Heavy Duty Mechanic; Finish Motor Grader; Automatic Fine Grader; Milling Machine; Bridge Welder.

TRUCK DRIVER

Group 1.....................$ 21.46 0.00 Group 2.....................$ 21.66 4.22

TRUCK DRIVERS CLASSIFICATIONS

GROUP 1: Tandem Truck without trailer or pup; Single Axle Truck over 26,000 GVW with trailer.

GROUP 2: Semi-Tractor and Trailer; Tandem Truck with Pup.

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour

National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISIO"

Repair Golf Taxiway, Ellsworth AFB, South Dakota EL89

SECTION 01 33 39.00 10

ADVANCED MODELING (BIM/CIM/GIS/CAD) REQUIREMENTS

10/15

PART 1 GENERAL

This project includes [*Am-2] GIS and [**Am-2] CAD requirements during Construction phase of the project.

1.1 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.

INTERNATIONAL ORGANIZATION FOR STANDARDIZATION (ISO)

ISO 19005-3 (2012) Document Management -- Electronic Document File Format for Long-Term Preservation -- Part 3: Use of ISO 32000-1 with Support for Embedded Files (PDF/A-3)

ISO 32000-1 (2008) Document management - Portable document format - Part 1: PDF 1.7

NATIONAL INSTITUTE OF BUILDING SCIENCE (NIBS)

NCS (V6) United States National CAD Standard

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 1110-1-2909 (2012) Geospatial Data and Systems

ERDC/ITL TR-12-1 (2015) A/E/C Graphics Standard, Release 2.0

ERDC/ITL TR-12-6 (2015) A/E/C CAD Standard - Release 6.0

1.2 DEFINITIONS

1.2.1 Advanced Modeling

A subset of geospatial technologies as defined EM 1110-1-2909 GEOSPATIAL DATA AND SYSTEMS to include BIM, CIM, GIS, and CAD. Models and drawings that form a digital representation of the project, or part thereof, comprised of "Model Elements" with "Facility/Site Data."

1.2.2 Model Element

A self-contained element with a unique identification, whose behavior and properties are defined by Facility/Site Data and software processes. Model Elements can represent a physical entity, such as a pump, a concrete wall, or a utility vault and range from the simple to the complex.

1.2.3 Facility/Site Data

The non-graphical information attached to objects in the Model that defines various characteristics of the object. Facility/Site Data can

SECTION 01 33 39.00 10 Page 1 include properties such as parametric values that drive physical sizes, material definitions and characteristics (e.g. wood, metal), manufacturer data, industry standards (e.g. AISC steel properties), and project identification numbers. Facility/Site Data can also define supplementary physical entities that are not shown graphically in the Model, such as the system of a duct, hardware on a door, content of conduit, or transformer properties.

1.2.4 USACE CAD/BIM Technology Center

The USACE CAD/BIM Technology Center hosts all standard content for USACE.

This content can be accessed through the CAD/BIM Technology Center website, https://cadbimcenter.erdc.dren.mil/.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Advanced Modeling Project Execution Plan (PxP) ; G, DO

PxP Demonstration ; G, RO

1.4 QUALITY ASSURANCE

1.4.1 Advanced Modeling Project Execution Plan (PxP)

Develop an Advanced Modeling Project Execution Plan ("Plan" or "PxP") documenting mandatory and Contractor-elected BIM Uses, analysis technologies and workflows.

Submit the PxP within forty-five (45) days after Notice to Proceed.

Contractors shall use the USACE ADVANCED MODELING (BIM) PROJECT EXECUTION PLAN (PxP) Template located at the USACE CAD/BIM Technology Center website to develop an acceptable Plan and update to include platforms and processes to meet the requirements of the project.

1.4.1.1 USACE Minimum Modeling Matrix (M3)

The USACE Minimum Modeling Matrix (M3) describes the minimum modeling and data requirements by defining the Level of Development ("LOD") and Element Grade. Contractors shall use the M3 Template located at https://cadbimcenter.erdc.dren.mil/ and submit as part of the PxP.

Per instructions in the M3, Contractor is to identify elements included in the project scope and provide any applicable comments

1.4.2 PxP Demonstration

Within thirty (30) days after the acceptance of the PxP and M3, conduct a demonstration to review the Plan for clarification, and to verify the functionality of planned Model technology workflow and processes. If modifications are required, the Contractor shall complete the

SECTION 01 33 39.00 10 Page 2 modifications and resubmit the PxP performing a subsequent demonstration for Government acceptance. There will be no payment for design or construction until the PxP is completed and accepted by the Government.

The Government may also withhold payment for unacceptable performance in executing the accepted PxP.

1.4.3 Advanced Modeling Submittals

For each Advanced Modeling Submittal, provide the following:

1.4.3.1 Approved PxP

The most recent approved PxP.

1.4.3.2 List of Submitted Files

A list of all submitted electronic files including a description, directory, and file name for each file submitted. Identify which files have been produced from the Model and Facility/Site Data. For all Sheet files, include a list of the sheet titles and sheet numbers.

1.4.3.3 Model Submittal Checklist

Complete the USACE BIM/CIM Submittal Checklist and submit with each submittal. Contractor can download the Checklist from the USACE CAD/BIM Technology Center.

1.4.3.4 Advanced Modeling Electronic Files

Include all Advanced Modeling files associated with the scope of work to be provided under this Contract. The Model(s) shall be developed, updated and maintained using Computer Aided Design (CAD) supplemented with drawing content as necessary to produce a complete set of Construction Documents.

1.4.3.5 IFC Coordination View

Provide an IFC Coordination View for all deliverables. Provide exported property set data for all IFC supported named building elements.

1.4.3.6 QC Reports

QC Reports will include the following:

1.4.3.6.1 Model Standards Checks and Reports

Provide QC checks demonstrating adherence to the NCS "BIM Implementation" section. Verify that the Project Facility/Site Data set has no undefined, incorrectly defined or duplicated elements. Identify and report non-compliant elements and submit a corrective action plan. Provide the Government with detailed justification and request Government acceptance for any non-compliant element that the Contractor proposes to be allowed to remain in the Model.

a. No errors when opening.

b. No broken Links, References, or X-References.

c. Minimized extraneous information.

SECTION 01 33 39.00 10 Page 3

d. Content uses the coordinate system defined in the approved PxP.

e. Models share a common alignment point.

f. Each discipline identified in the approved PxP is represented.

1.4.3.6.2 Graphics Standards Checks and Report

Provide QC checks on all graphic deliverables demonstrating that the fonts, dimensions, symbology and other construction document formatting are compliant with the requirements of this specification. Identify and report non-compliant content.

1.4.3.6.3 CAD Standards Checks and Report

Provide QC checks on CAD Output demonstrating that filenames, sheet borders, layer/level names, and symbology are compliant with the requirements of this specification. Identify and report non-compliant content. Identify and report non-compliant content.

1.4.3.6.4 Other Parameters

Develop such other QC parameters as Contractor deems appropriate for the Project and provide to the Government for acceptance

1.4.3.7 PDF Documents

Provide one PDF file per discipline and one additional PDF file combining all disciplines, following the A/E/C CAD Standard discipline and drawing order.

1.4.4 Advanced Modeling Re-Submittals

For each Advanced Modeling Re-Submittal, provide the following:

1.4.4.1 Government Comments and Contractor Responses

Provide a response to each Government comment for backcheck.

1.4.5 Meetings

1.4.5.1 Pre-Construction Meeting

At minimum discuss the following during the meeting:

a. The requirement for Advanced Modeling deliverables under this Contract.

b. Primary roles and responsibilities associated with the development and delivery of the Advanced Modeling submittals under this Contract.

c. Identify and agree upon a date and attendance list for the meetings described below:

1.4.5.2 Advanced Modeling Kick-Off Meeting

Conduct an Advanced Modeling Kick-Off Meeting prior to submission of the PxP, within forty-five (45) days after Notice to Proceed. This meeting

SECTION 01 33 39.00 10 Page 4 must include, at a minimum, the Contractor and the Geographic District BIM Manager or delegate.

The intent of this meeting is to coordinate the Government's and the Contractor's expectations for the PxP.

1.4.5.3 PxP Demonstration Meeting

Within thirty (30) days after the acceptance of the PxP and M3, conduct a demonstration to review the Plan for clarification, and to verify the functionality of planned Model technology workflow and processes. If modifications are required, the Contractor shall complete the modifications and resubmit the PxP performing a subsequent demonstration for Government acceptance. There will be no payment for design or construction until the PxP is completed and accepted by the Government.

The Government may also withhold payment for unacceptable performance in executing the accepted PxP.

1.5 OWNERSHIP AND RIGHTS OF DATA

The Government has ownership of and rights at the date of Closeout Submittal to all CAD files, BIM/CIM Model(s), and Facility/Site Data developed for the Project in accordance with FAR Part 27 and clauses incorporated in Section 00 72 00 , GENERAL CONDITIONS (Contract Clauses).

The Government may make use of this data following any deliverable.

1.6 DELIVERY, STORAGE, AND HANDLING

Deliver Advanced Modeling submittals in an organized and legible manner.

Provide submittals adhering to the requirements of 01 33 00 SUBMITTAL

REQUIREMENTS.

1.6.1 Number of Copies

Provide three identical copies of disks for approval, for each sub mittal and each facility required. Provide on approved electronic media (one copy per disk or set of disks) as defined below. Provide submittal files on electronic storage media in compliance with the quality requirements identified in this specification.

1.6.2 Malicious Content

Scan all files for malicious viruses using commercially available scanning program that is routinely updated to identify and remove current virus threats.

1.6.3 Storage Media

Provide facility data on disk-based (DVD-R/RW) media. Any deviations from the required storage media must be approved by the Government. Select and apply technology used for electronic data transmission to ensure that the full submittal is provided on one single disk, whenever possible. When separation of the submittal is required separate the each site or facility onto separate media. Any further divisions must be documented in the PxP and approved by the Government.

1.6.3.1 Disk-Based Media

a. Apply a label directly printed to storage media. Do not provide

SECTION 01 33 39.00 10 Page 5 adhesive, paper-based labels. List the name of the facility, project, project location, Contract number, Designer of Record firm/Prime Contractor company's name, title of submission, and security classification (in accordance with the appropriate security classification labeling regulations) on the label. If multiple disks are provided, clearly document the contents of each disk on the label.

b. Include the name and contact information of the individual who produced the final data disk to ensure that any problems with the data or media can be easily resolved.

c. When browsed on any computer, the disk must display the following folders and their associated content:

(1) Submittal XXXXXX-X.X (Containing all submittal data)

(2) PxP (Containing 1 PxP per contract)

(3) Readme (Containing 1 TXT, PDF, or HTML file with general use information, organizational instructions, and basic preparer contact information. Include all information included on the storage media label.

1.6.4 Encryption

Encrypt deliverable data as directed by Resident Office Engineer. Document the encryption to be used in the PxP.

PART 2 PRODUCTS

2.1 SYSTEM PLATFORM AND FILE FORMATS

The Contractor shall use the CAD application(s), software(s), and file format(s) described below:

2.1.1 CAD

The CAD submittal format will be Autodesk AutoCAD 2014. See 01 78 39.00 24 AS-BUILT DRAWINGS for additional requirements for 2D export of BIM files at contract closeout.

2.1.2 Other Formats

2.1.2.1 3D Interactive Review Model

The 3D Interactive Review Model format shall be Autodesk Design Review Form (DWFX).

2.1.2.2 PDF

Utilize PDF file format in accordance with ISO 32000-1 and ISO 19005-3 .

Provide files from original sources, text-searchable, and saved in "Standard" (uncompressed) resolution whenever possible.

PART 3 EXECUTION

3.1 ADVANCED MODELING REQUIREMENTS

3.1.1 CAD

All CAD content produced through native CAD authoring software outside of

SECTION 01 33 39.00 10 Page 6 any BIM or CIM platform shall be compliant with ERDC/ITL TR-12-6 A/E/C CAD Standard and ERDC/ITL TR-12-1 A/E/C Graphic Standard.

3.1.1.1 USACE Software Standards

b. Autodesk AutoCAD Template Files Most recent version at the time of Contract award]. Download form the CAD/BIM Technology Center website as part of the A/E/C Work Structure.

] 3.2 FINAL DESIGN AND FINAL RECORD SUBMITTAL REQUIREMENTS

Follow requirements for Content Delivery from the NCS BIM Implementation section, part "3.0 Basic BIM Guidelines."

3.3 PDF REQUIREMENTS

3.3.1 PDF Bookmarks

3.3.1.1 Construction Document Boookmarks

Bookmark construction document PDF sets to include one Parent Bookmark per Discipline and one Child Bookmark per sheet within each Discipline. Format Parent Bookmarks as "<Discipline>" (i.e. Architectural). Format Child Bookmarks as "<Sheet ID> <Sheet Title>" (i.e. A-101 First Floor Plan).

3.3.1.2 As-Built Bookmarks

Bookmark each RFI, modification, or red-line drawing. Format each As-Built Bookmark as "<Sheet ID> <Sheet Title> <RFI/Modification/Red-Line> <RFI/Modification/Red-Line #>" (i.e. A-101 First Floor Plan RFI 0001).

3.3.2 Hyperlinks

Hyperlink all reference annotation symbology (e.g. section cut symbology, detail callout symbology, elevation callout symbology, etc.) to the sheet referenced by the annotation.

3.4 MODEL USES

Include all of the following Model Uses in the Project Execution Plan (PxP).

3.4.1 Mandatory Model Uses

The following Model Uses are mandatory:

3.4.1.1 Design Phase Mandatory Model Uses

a. Design Authoring

b. 3D Coordination

c. Progress Review

3.4.1.2 Construction Phase Mandatory Model Uses

a. 3D Coordination

b. Record Modeling

SECTION 01 33 39.00 10 Page 7

3.4.2 Optional Model Uses

Contractor may use other Model Uses as desired.

3.5 AS-BUILT REQUIREMENTS

See Section 01 78 39.00.24 AS-BUILT DRAWINGS for additional as-built and record model quality and deliverable requirements. Deliverable requirements listed in that specification shall not preclude development of the project in BIM/CIM through design and construction as required herein.

-- End of Section --

SECTION 01 33 39.00 10 Page 8

SECTION 01 57 19

ENVIRONMENTAL PROTECTION

06/21

PART 1 GENERAL

1.1 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.

U.S. AIR FORCE (USAF)

AFI 32-1053 (2009) Integrated Pest Management Program

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

WETLANDS DELINEATION MANUAL (1987) Corps of Engineers Wetlands Delineation Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

33 CFR 328 Definitions of Waters of the United States

40 CFR 150 - 189 Pesticide Programs

40 CFR 260 Hazardous Waste Management System: General

40 CFR 261 Identification and Listing of Hazardous Waste

40 CFR 262 Standards Applicable to Generators of Hazardous Waste

40 CFR 302 Designation, Reportable Quantities, and Notification

40 CFR 355 Emergency Planning and Notification

40 CFR 68 Chemical Accident Prevention Provisions

ELLSWORTH AIR FORCE BASE

SPCCP Spill Prevention and Control Counter-Measurement Plan

1.2 DEFINITIONS

1.2.1 Environmental Pollution and Damage

Environmental pollution and damage is the presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances of importance to human

SECTION 01 57 19 Page 1 life; affect other species of importance to humankind; or degrade the environment aesthetically, culturally and/or historically.

1.2.2 Environmental Protection

Environmental protection is the prevention/control of pollution and habitat disruption that may occur to the environment during construction.

The control of environmental pollution and damage requires consideration of land, water, and air; biological and cultural resources; and includes management of visual aesthetics; noise; solid, chemical, gaseous, and liquid waste; radiant energy and radioactive material as well as other pollutants.

1.2.3 Contractor Generated Hazardous Waste

Contractor generated hazardous waste means materials that, if abandoned or disposed of, may meet the definition of a hazardous waste. These waste streams would typically consist of material brought on site by the Contractor to execute work, but are not fully consumed during the course of construction. Examples include, but are not limited to, excess paint thinners (i.e. methyl ethyl ketone, toluene etc.), waste thinners,excess paints, excess solvents, waste solvents, and excess pesticides, and contaminated pesticide equipment rinse water.

1.2.4 Installation Pest Management Coordinator

Installation Pest Management Coordinator (IPMC) is the individual officially designated by the Installation Commander to oversee the Installation Pest Management Program and the Installation Pest Management Plan.

1.2.5 Land Application for Discharge Water

The term "Land Application" for discharge water implies that the Contractor must discharge water at a rate which allows the water to percolate into the soil. No sheeting action, soil erosion, discharge into storm sewers, discharge into defined drainage areas, or discharge into the "waters of the United States" must occur. Land Application must be in compliance with all applicable Federal, State, and local laws and regulations.

1.2.6 Pesticide

Pesticide is defined as any substance or mixture of substances intended for preventing, destroying, repelling, or mitigating any pest, or intended for use as a plant regulator, defoliant or desiccant.

1.2.7 Pests

The term "pests" means arthropods, birds, rodents, nematodes, fungi, bacteria, viruses, algae, snails, marine borers, snakes, weeds and other organisms (except for human or animal disease-causing organisms) that adversely affect readiness, military operations, or the well-being of personnel and animals; attack or damage real property, supplies, equipment, or vegetation; or are otherwise undesirable.

1.2.8 Surface Discharge

The term "Surface Discharge" implies that the water is discharged with

SECTION 01 57 19 Page 2 possible sheeting action and subsequent soil erosion may occur. Waters that are surface discharged may terminate in drainage ditches, storm sewers,creeks, and/or "waters of the United States" and would require a permit to discharge water from the governing agency.

1.2.9 Waters of the United States

All waters which are under the jurisdiction of the Clean Water Act, as defined in 33 CFR 328 .

1.2.10 Wetlands

Those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, and bogs. Official determination of whether or not an area is classified as a wetland must be done in accordance with

WETLANDS DELINEATION MANUAL.

1.3 GENERAL REQUIREMENTS

Minimize environmental pollution and damage that may occur as the result of construction operations. The environmental resources within the project boundaries and those affected outside the limits of permanent work must be protected during the entire duration of this contract. Comply with all applicable environmental Federal, State, and local laws and regulations. Any delays resulting from failure to comply with environmental laws and regulations will be the Contractor's responsibility.

1.4 SUBCONTRACTORS

Ensure compliance with this section by subcontractors.

1.5 PAYMENT

No separate payment will be made for work covered under this section.

Payment of fees associated with environmental permits, application, and/or notices obtained by the Contractor, and payment of all fines/fees for violation or non-compliance with Federal, State, Regional and local laws and regulations are the Contractor's responsibility. All costs associated with this section must be included in the contract price.

1.6 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

Administrative Submittals

Environmental Protection Plan

1.7 CERTIFICATION REQUIREMENTS

An environmental agency may require design and construction documents to be certified by a Professional Engineer (PE) registered in the State of

SECTION 01 57 19 Page 3

South Dakota. The Contractor shall comply with the certification requirements of the environmental regulatory agencies.

1.8 ENVIRONMENTAL COORDINATION, PERMITS, NOTICES, REVIEWS AND/OR APPROVALS

The Contractor shall be responsible for contacting the appropriate Federal, State, Regional, and local environmental agencies to identify all required environmental permits (construction and operating), notices, reviews, and approvals required for the project. Once the requirements are identified, the Contractor shall be responsible for coordinating the requirements with Ellsworth's Environmental Flight and the Contracting Officer in regard to implementation for a Federal Facility project. The Contractor shall ensure that all coordination, permits, notices, reviews and/or approvals are completed and submitted with each applicable phase of the design. Prior to construction starting for any phase, the Contractor shall assure that all permits and/or approvals are received and copies are submitted to the Contracting Officer. The Contractor shall be responsible for any contract delays resulting from failure to obtain environmental permits, notices, reviews and/or approvals when required.

1.8.1 Applications, Supporting Documents, and Fees

The Contractor shall obtain and complete all environmental permit applications and notices including any documents required for a modification for an existing permit held by the Facility. The Contractor is responsible for preparing all supporting documents, including but not limited to engineering reports, emission surveys, diagrams, pollutant load calculations, etc. If, in lieu of permits, the governing agency requires review and approval of the design, the Contractor shall submit and obtain approval of the design and associated documents. The Contractor shall be responsible for all fees associated with the permits, applications, reviews, approvals, and notices.

1.8.2 Environmental Permits, Notices, Reviews, and/or Approvals

The following is a listing of permits, notices, reviews, and/or approvals which may be required for this project. This listing and requirements are not to be considered all-inclusive by the Contractor, but is provided as information that may be used in successfully accomplishing the environmental compliances. See Internet site http://www.state.sd.us/denr/ENVIRO/index.htm for South Dakota's Environmental Permitting and Regulation Guide.

a. If construction activities results in disturbance of 1 acre of land or more (sites that may be smaller than 1 acre but are part of common plan of development are considered to be over 1 acre), coverage under the State of South Dakota Department of Environment and Natural Resources' (SDENR), Authorization to Discharge Under the Surface Water Discharge System Permit SDR100000 is required.

If the current permit is revised by the State of South Dakota to requiring the permit for a project disturbing less than 1 acre, the Contractor shall be responsible for the applying for coverage under the permit. The Contractor shall be responsible for implementing the terms and requirements of the permit. The Contractor shall complete and submit a Notice of Intent (NOI) in accordance with Permit No. SDR100000. A copy of the submitted NOI shall be furnished to the COR at least 30 days prior to the commencement of construction activities. The Government shall be considered the "Applicant" and shall sign as such on the NOI form

SECTION 01 57 19 Page 4 after review by the COR and CEIEC. The Contractor will complete Appendix C in the Permit No.SDR100000. Appendix C is titled Department of Environment and Natural Resources Contractor Certification Form. Which will be submitted with the NOI. The SWPPP must also be completed before the NOI can be submitted for review by the COR and CEIEC. The Contractor shall pay all fees associated with the NPDES permit. The Contractor shall not begin construction until receives an authorization letter from the State of South Dakota granting coverage for the storm water discharges. The Contractor shall be responsible for posting a copy of the NOI and the authorization letter at the construction site in a prominent place for public viewing. The Contractor shall prepare and implement a Storm Water Pollution Prevention Plan, inspections, and reporting in accordance with the SDR100000. Any temporary or permanent erosion and sedimentation control measures shown on the drawings shall be incorporated into the Contractor's Storm Water Pollution Prevention Plan. The Contractor shall retain copies of the storm water pollution prevention plan and all reports in accordance with the permit. All submissions to the State shall be made through the COR and Ellsworth AFB.

b. No soil may be removed off-site without approval from EAFB Environmental Flight and the Contracting Officer.

c. The Federal Aviation Administration requires construction at an airport to be coordinated with FAA prior to commencement using FAA Form 7460-1, (Form and further information can be found at http://www.faa.gov/airports/northwest_mountain/engineering/airspace_analysis/) "Notice of Proposed Constriction or Alteration". FAA must determine the height , layout and composition of the structure are consistent with the Airport Layout Plan (ALP) and will not obstruct the navigable airspace or adversely affect such FAA facilities as navigational aids or buried cables. A permit must be submitted at least 45 days in advance of the construction start date.

The Form 7460-1 includes instructions and is fairly self-explanatory. However, a point of emphasis regarding geographical coordinates: latitude and longitude of the proposed improvement must be provided in order for FAA to evaluate the proposal. Also, the proponent must indicate whether the coordinates' source was based on the 1927 or the 1983 North American Datum. This information is typically found on a USGS 7 1/2' quad map. The source datum of NAD 27 or NAD 83 may be checked in one of the boxes provided on the Form 7460-1 below the coordinates.

For on-airport construction, all tenant or third-party proposals must be submitted through the airport sponsor to the appropriate Airports District Office. FAA will not process proposals for on-airport construction without evidence of airport sponsor concurrence. Construction cranes and tall structures are of particular concern. A copy of the FFA Form 7460-1 needs to be supplied to the COR prior to submittal to the FAA.

d. Ellsworth Air Force Base has a Synethic Minor Air Permit. Any additions to air emmissions on the base will need to be added to this permit.

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