W912EK21B0010 0002.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 reason for Amendment 0002 is the follow ing:

1. Update Section 00 73 05 (Page 14).

2. Update Section 02 21 00 (Page 6 through Section 02 21 00 Page 8).

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 13-Apr-2021

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912EK21B0010

X 9B. DATED (SEE ITEM 11)

22-Mar-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer 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

13-Apr-2021

CODE

CONTRACTING DIVISION

US ARMY CORPS OF ENGINEERS 1500 ROCK ISLAND D

ROCK ISLAND IL 61201

W912EK 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EK21B0010

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

(End of Summary of Changes)

The following modifications are made to SECTION 00 73 05 and

SECTION 02 21 00.

SECTION 00 73 05

d. PAGES DOCUMENT 00 73 05 PAGE 14. Delete page Document 00 73 05

Page 14 in its entirety, and substitute therefor revised page Document 00 73 05

Page 14.

SECTION 02 21 00

PAGES SECTION 02 21 00 PAGE 6 THROUGH SECTION 02 21 00 PAGE 8. Delete pages SECTION 02 21 00 Page 6 through SECTION 02 21 00 Page 8 in their entirety, and substitute therefor revised pages SECTION 02 21 00 Page 6 through

SECTION 02 21 00 Page 8.

SOLICITATION NO.: W912EK21B0010

Contractor to comply with Davis-Bacon and related Act regulations. When the Contractor uses an electronic Davis-Bacon payroll system, ensure that the electronic payroll service prepares, processes, and maintains the relevant payrolls and basic records during all work under this construction Contract and is capable of preserving these payrolls and related basic records for the required 3 years after Contract completion. If the Contractor chooses to use an electronic Davis-Bacon payroll system, then obtain and provide electronic system access to the Government, as required to comply with the Davis-Bacon and related Act regulations over the duration of this construction Contract. Include electronic review access by the Government Contract administration office to the electronic payroll processing system used by the Contractor.

Ensure that the Contractor's provision and use of an electronic payroll processing system meets the following basic functional criteria:

commercially available; compliant with appropriate Davis-Bacon Act payroll provisions in the FAR; able to accommodate the required numbers of employees and subcontractors planned to be employed under the Contract;

capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records (format at http://rmssupport.helpserve.com/) for export in an Excel spreadsheet to be imported into Resident Management System - Contractor Mode (RMS CM), that in turn exports payroll data to the Resident Management System - Government Mode (RMS GM); demonstrated security of data and data entry rights; ability to produce Contractor-certified electronic versions of weekly payroll data; ability to identify erroneous entries and track the data/time of all versions of the certified Davis-Bacon payrolls submitted to the Government over the life of the Contract; 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. Provide this durable record copy of data from the electronic Davis-Bacon payroll processing system to the Government during Contract closeout.

Include all Contractor-incurred costs related to the Contractor's provision and use of an electronic payroll processing service in the Contractor's price for the overall work under the Contract. The costs for Davis-Bacon Act compliance using electronic payroll processing services are not a separately bid, proposed, or reimbursed item under this Contract.

1.30 AVAILABILITY AND USE OF UTILITY SERVICES

The Government will not make utility services available to the Contractor.

Provide and maintain within the construction area minimum field-type sanitary facilities approved by the Contracting Officer.

1.31 CONTRACTOR REQUIREMENTS FOR PROJECT WORK WITHIN AND ADJACENT TO

CANADIAN RAILROAD RIGHTS-OF-WAY

Requirements for railroad flagging, insurance, minimum safety, utilities, temporary shoring, and permits for project work within and adjacent to railroad rights-of-way may be obtained from http://www.cpr.ca/en/. Before commencing any work within 50 feet of a track belonging to the railroad, obtain a temporary occupancy permit from the railroad.

DOCUMENT 00 73 05 Page 14

AMEND 0002

12 APRIL 2021

The following modifications are made to SECTION 02 21 00.

SECTION 02 21 00

PAGES SECTION 02 21 00 PAGE 6 THROUGH SECTION 02 21 00 PAGE 8. Delete pages SECTION 02 21 00 Page 6 through SECTION 02 21 00 Page 8 in their entirety, and substitute therefor revised pages SECTION 02 21 00 Page 6 through

SECTION 02 21 00 Page 8.

expense will be deducted from any amounts due or to become due to the Contractor. The Contracting Officer may require that work be suspended at any time when the layout markers established by the Contractor are not reasonably adequate to permit checking of the work.

d. Marks tabulated above or shown for horizontal and vertical control that are destroyed by others through no fault or negligence on the Contractor's part to be reestablished. An equitable adjustment under Contract Clause 52.243-4 CHANGES will be made for all such marks reestablished as specified.

3.2 ORDER OF SURVEY WORK

Perform and submit the following stages of work, in the order stated, unless otherwise directed by the Contracting Officer.

3.2.1 Impervious Fill Work Area

a. Survey after stripping. Provide as the Preliminary Survey.

b. Survey impervious fill immediately after placement operations. Provide as Final Survey.

3.2.2 Pervious Fill Work Area

a. Survey existing ground prior to any operations. Provide as the Preliminary Survey.

b. Survey pervious fill immediately after placement operations. Provide as Final Survey.

3.3 PRELIMINARY SURVEY

Complete a preliminary survey, locating the baseline (if applicable), all other significant features that may affect the design and construction of the project within the limits of the work, and all existing conditions from which construction of the design features to be based. Provide all geospatial data (raw and processed) used to derive preliminary survey documentation as evidence of performance and reviewed accordingly by the Contracting Officer for compliance with applicable standards and guidance.

At a minimum, electronically collected the preliminary survey using the appropriate data collection equipment paragraph "Geospatial Data" for the accuracy level required. Deliver all geospatial data in accordance with paragraph "Geospatial Data." The preliminary surveys to meet the following criteria:

a. Perform a breakline and grid style survey and/or point cloud of the project area at sufficient spacing to accurately define the site conditions.

(1) A DTM surface file in Bentley OpenRoads® DTM format, AutoCad LandXML format, or in a format compatible with Bentley OpenRoads® and approved by the Contracting Officer.

SECTION 02 21 00 Page 6

(2) Bentley MicroStation or AutoCad 3D drawing model in the NAD 83 State Plane Coordinate System, Illinois West - 1202. Include all point data and break lines used in constructing the DTM.

(a) An electronic format compatible with the following:

(1) Microstation Connect V10 or higher geo-located .dgn file in accordance with the current AEC CAD standard.

(2) OpenRoads V10 or higher geo-located .dtm file in accordance with the current AEC CAD standard.

(b) An ASCII (*.txt) point file export provide accurate metadata in the header information as shown. Exports must contain Point Number, Northing, Easting, Elevation, and Code-Note.

PROJECT: SABULA LOCAL FLOOD PROTECTION 2019 EVENT LEVEE REPAIR

DATE:

COORDINATE SYSTEM: US STATE PLANE

ZONE: ILLINOIS WEST - 1202

PROJECT DATUM: NAD 83 EPOCH (2011) (CONUS)

VERTICAL DATUM: NAVD88 GEOID 12A

COORDINATE UNITS: US SURVEY FEET

DISTANCE UNITS: US SURVEY FEET

FIELD BOOK: XXXX

POINT, NORTHING, EASTING, ELEVATION, CODE-NOTE

(3) Cross sections plotted at a horizontal scale of 1 inch equals 20 feet and a vertical scale of 1 inch equals 10 feet or a scale approved in writing by the Contracting Officer.

(a) All lines on the cross sections must have an independent line style and color along with a legend indicating what the lines represent in accordance with the current AEC CAD standard version.

(b) Cross sections must show each independent surveyed feature (i.e. preliminary survey of existing ground, design grade (design or template).

(c) Show a tabulation of expected end areas and volumes on the cross sections comparing preliminary survey to design grade.

(4) Copies of applicable field notes.

(5) A .pdf file of all 2D drawings, topographic maps, cross sections, and alignments, as applicable.

3.4 FINAL SURVEY

Conduct a final survey of all project elements and features after construction to accurately document the relationship between the design location and construction location. For example, if the construction project requires layers of different materials (such as granular bedding prior to riprap) each layer requires a separate final survey for each

SECTION 02 21 00 Page 7 different material placed and when indicated that the specific feature has completed that stage of layering. Submit all geospatial data (raw and processed) used to derive final documentation in accordance with applicable standards and guidance. Deliver all geospatial data in accordance with paragraph "Geospatial Data." The final surveys must meet the following criteria:

a. Perform a breakline and grid style survey and/or point cloud of the project area at sufficient spacing to accurately define the as-built conditions. Conduct the survey with an equipment type that can meet or exceed the requisite accuracies.

(1) A DTM surface file in Bentley OpenRoads® DTM format, AutoCAD LandXML format, or in a format compatible with Bentley OpenRoads® and as approved.

(2) Bentley MicroStation or AutoCad 3D drawing model in the NAD 83 State Plane Coordinate System, Illinois West - 1202. Include all point data and break lines used in constructing the DTM.

(a) An electronic format compatible with the following:

(1) Microstation Connect V10 or higher geo-located .dgn file in accordance with the current AEC CAD standard.

(2) OpenRoads V10 or higher geo-located .dtm file in accordance with the current AEC CAD standard.

(b) An ASCII (*.txt) point file export provide accurate metadata in the header information as shown. Exports to contain Point Number, Northing, Easting, Elevation, and Code-Note.

PROJECT: SABULA LOCAL FLOOD PROTECTION 2019 EVENT LEVEE REPAIR

DATE:

COORDINATE SYSTEM: US STATE PLANE

ZONE: ILLINOIS WEST ZONE

PROJECT DATUM: NAD 83 EPOCH (2011) (CONUS)

VERTICAL DATUM: NAVD88 GEOID 12A

COORDINATE UNITS: US SURVEY FEET

DISTANCE UNITS: US SURVEY FEET

FIELD BOOK: XXXX

POINT, NORTHING, EASTING, ELEVATION, CODE-NOTE

(3) Cross sections plotted at a horizontal scale of 1 inch equals 20 feet and a vertical scale of 1 inch equals 10 feet or a scale approved in writing by the Contracting Officer.

(a) All lines on the cross sections must have an independent line style and color along with a legend indicating what the lines represent in accordance with the current AEC CAD standard version.

SECTION 02 21 00 Page 8