W912QR22B0008-0001.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

Solicitation W912QR22B0008, Johnson County Phase II, East-West Levee is hereby amended as follows:

a. The Bid Schedule is hereby added to the solicitation.

b. Bid Submittal instructions is hereby added to the solicitation.

c. The site visit is hereby changed from 7 July 2022 to 12 July 2022.

d. All amendments must be acknowledged.

e. All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912QR22B0008

X 9B. DATED (SEE ITEM 11)

27-Jun-2022

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 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

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

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

29-Jun-2022

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912QR22B0008-0001

Paintsville FRM Project Johnson County, KY Phase 2 East Levee & West Floodwall P2 475556

Certified Final

ITEM

NO.

SUPPLIES/SERVICE

QTY

UNIT

AMOUNT

West Floodwall Segment Miscellaneous

1001 Mobilization and Demobilization 1 JA $ 1002 Pollution Prevention Measures 1 JA $ 1003 Establishment of Turf 1 JA $ 1004 Maintenance of Traffic 1 JA $ Demolition 1005 Demolition 1 JA $ 1006 Clearing and Grubbing 1 JA $ Floodwall 1007 Sheet Pile 26,000 SF $ 1008 I-Wall Concrete Liner 1,390 LF $ 1009 Roller Gate Closure 1 JA $ 1010 Cathodic Protection Testing 1 JA $ 1011 Cathodic Protection Sys. Design 1 JA $ 1012 Cathodic Protection Sys. Construction 1 JA $ Utility Relocation 1013 Water Line Relocations 1 JA $ 1014 Gas Line Relocations 1 JA $ 1015 Sanitary Sewer Relocation 1 JA $ 1016 Storm Sewer Relocations 1 JA $ Pavement 1017 New Asphalt Pavement 1 JA $

Earth Work 1018 West Site Excavation 5,000 CY $ 1019 Embankment Construction 7,450 CY $ 1020 Haul Material from Borrow 2,450 CY $ 1021 Outlet Scour Protection Type 1 Rip Rap 1 JA 1022 Bank Scour Protection Type 2 Rip Rap 1 JA $ West Floodwall TOTAL $________

East Floodwall Segment Miscellaneous 2001 Mobilization and Demobilization 1 JA $ 2002 Pollution Prevention Measures 1 JA $ 2003 Establishment of Turf 1 JA $ 2004 Maintenance of Traffic 1 JA $ Demolition 2005 Demolition 1 JA $ 2006 Clearing and Grubbing 1 JA $ Utility Relocation $ 2007 Water Line Relocations 1 JA $ 2008 Gas Line Relocations 1 JA $ 2009 Sanitary Sewer Relocation 1 JA $

2010 Gatewell and 48” Storm line 1 JA $ Earth Work $ 2011 East Site Excavation 1,400 CY $ 2012 Embankment Construction 4,500 CY $ 2013 Haul Material from Borrow 700 CY $ 2014 Outlet Scour Protection Type 1 Rip Rap 1 JA $ East Levee Phase 2 $ 2015 Remobilization and Demob. 1 JA $ 2016 Excavation for Gatewell Construction 1 JA $ 2017 Gatewell 1 JA $ 2018 Gatewell Electrical Work 2019 Articulating Block Matts 1 JA East Levee TOTAL $________

Borrow Site Miscellaneous

3001 Mobilization and Demobilization 1 JA $ 3002 Pollution Prevention Measures 1 JA $ 3003 Establishment of Turf 1 JA $ 3004 Maintenance of Traffic 1 JA $ 3005 Contractor Office Trailor 1 JA $________________ 3006 Government Office Trailor 1 JA $ Demolition 3006 Clearing and Grubbing 1 JA $________________ Borrow Site Total $________

Project Total Bid

Price Breakout Description

CLIN # 1001: Mobilization and Demobilization for work at the West Floodwall site. 60% will be paid at mobilization and 40% at demobilization. Additional payments will not be made for relocating equipment or remobilization.

CLIN #1002: Pollution Prevention Measures include permitting, installation of BMP consistent with the SWPPP, and work shown on the GC100 series of the plan set as it applies to the West Floodwall Site.

CLIN # 1003: Establishment of Turf includes all areas around the West Floodwall disturbed by this contract or otherwise identified to have turf established.

CLIN # 1004: Maintenance of Traffic as described in 01 50 00 section 3.4, and as it applies to the West Floodwall site and access to the site from the road.

CLIN # 1005: Demolition includes all work described Specification 02 41 00 in the CD100 series of the plan set except clearing and grubbing and demolition of utility lines on the West Floodwall site.

CLIN # 1006: Clearing and Grubbing is identified on the DD100 series and further described in Specification 31 11 00 on the West Floodwall site.

CLIN # 1007: Sheet pile includes all sheet pile utilized in both I-wall and T-wall as shown on the CS200 series profiles measured by square foot. No payment for additional sheet pile installed beyond the lines and grades of the profiles unless directed by the COR.

CLIN # 1008: I-Wall Concrete Liner includes trenching, form work, nelson studs, reinforcement, waterstops, modifications to the sheetpile for reinforcement, concrete, surface finishing and any other task ancillary to the construction of the I-Wall as directed by Specifications: 03 30 00, 05 50 15, 06 10 00.

CLIN # 1009: Roller Gate includes form work, reinforcement, waterstops, modifications to the sheetpile for reinforcement, concrete, surface finishing and any other task ancillary to the construction of the roller gate as directed by Specifications: 03 30 00, 05 50 15, 06 10 00.

CLIN # 1010: Cathodic Protection Testing includes data gathering efforts needed to analyze soil composition to determine cathodic protection needs to protect I-wall sheetpile material. See specification 26 42 17 and electrical drawings for requirements.

CLIN # 1011: Cathodic Protection System Design includes analysis of soil composition sampling for cathodic protection requirements, as well as complete design of cathodic protection system for I-wall sheetpile protection. System design to be review and approved by USACE. See specification 26 42 17 and electrical drawings for requirements.

CLIN # 1012: Cathodic Protection System Construction includes materials and labor needed to implement system referenced in CLIN #1011. See specification 26 42 17 and electrical drawings for requirements.

CLIN # 1013: Water line relocation includes work in specification 33 11 00 and identified in the CU100 series of the plan set including trenching, waterline removal, new fittings, connections, fire hydrants, shutoff valves, temporary rerouting of active waterlines, coordination with the utility company, new waterline, and all materials, labor and equipment ancillary to the construction of waterlines specific to the West Floodwall site.

CLIN # 1014: Gas line relocation includes work in specification 33 11 23 and identified in the CU100 series of the plan set including trenching, gas line removal, new fittings, connections, shutoff valves, temporary rerouting of active gas lines, coordination with the utility company, new gas lines, and all materials, labor and equipment ancillary to the construction of gas lines specific to the West Floodwall site.

CLIN # 1015: Sanitary Sewer Relocation includes work in specification 33 30 00 and identified in the CU100 series and CU200 series of the West Floodwall plan set including trenching, sanitary sewer line and manhole removal, new manholes, connections, temporary rerouting of active sewer lines, coordination with the sewer company, new waterline, and all materials, labor and equipment ancillary to the construction of the sanitary sewer.

CLIN # 1016: Storm Sewer Relocation includes work in specification 33 40 00, 33 49 33.00 06, 35 20 16.54, 33 01 98, and identified in the CG100 series and CG200 series of the West Floodwall plan set including trenching, storm sewer line, headwall, and catch basin removal, new catch basins, head walls, connections, temporary rerouting of active stormwater systems (not including scope related to and paid for under pollution prevention measures), new storm sewer lines, flap gates, sluicegates, manholes, and all materials, labor and equipment ancillary to the construction of the sanitary Sewer.

CLIN # 1017: New Asphalt Pavement includes work associated with pavement of roads and parking lots and includes work identified in specifications: 32 11 20, 32 11 23, 32 11 23.23, 32 11 26, 32 12 13, 32 12 16.16, 32 16 19, 32 17 23.

CLIN # 1018: West Site Excavation includes grading operations associated with the west floodwall excavation and includes work associated with the excavation of topsoil, excavation of existing fill, excavation of suitable material on site to be utilized in the floodwall embankment, and any necessary stockpiling of on-site material. Excavation is identified on CS200 and CS300 series sheets and includes all materials, labor, and equipment ancillary to the excavation of soil on the west site.

CLIN # 1019: Embankment Construction includes the placing of soil in lifts and compaction efforts associated with placing fill in accordance with specification 31 00 00.00 06, and 35 41 00. Embankment construction may utilize fill from on site or fill from the borrow site.

CLIN # 1020: Haul Material from Borrow includes the excavation of material at the borrow site, the processing of shale, loading, hauling to the West Floodwall site, and on-site stock piling of material from the borrow site.

CLIN # 1021: Outlet Scour Protection Type 1 Rip Rap protection includes the installation of geotextile fabric, bedding stone and riprap as described by the plans and in specification 35 42 37.00 06. All materials, labor, and includes equipment ancillary to the installation of bank scour protection and pipe outlet protection on the west site.

CLIN # 1022: Bank Scour Protection / pipe outlet protection includes the installation of sand, aggregate, bedding stone and riprap as described by the plans and in specification 35 42 37.00 06. All materials, labor, and includes equipment ancillary to the installation of bank scour protection and pipe outlet protection on the west site.

CLIN # 2001: Mobilization and Demobilization for work at the East Levee site. 60% will be paid at mobilization and 40% at demobilization. Additional payments will not be made for relocating equipment or remobilization.

CLIN #2002: Pollution Prevention Measures include permitting, installation of BMP consistent with the SWPPP, and work shown on the GC100 series of the plan set.

CLIN # 2003: Establishment of Turf includes all areas around the East Levee disturbed by this contract or otherwise identified to have turf established.

CLIN # 2004: Maintenance of Traffic as described in 01 50 00 section 3.4 and as it applies to the East Levee site and access to the site from the road.

CLIN # 2005: Demolition includes all work described Specification 02 41 00 in the CD100 series of the East Levee plan set except clearing and grubbing and demolition of utility lines.

CLIN # 2006: Clearing and Grubbing is identified on the CD100 series of the East Levee Plan Set and further described in Specification 31 11 00.

CLIN # 2007: Water line relocation includes work in specification 33 11 00 and identified in the CU100 series of the plan set including trenching, waterline removal, new fittings, connections, shutoff valves, temporary rerouting of active waterlines, coordination with the utility company, new waterline, and all materials, labor and equipment ancillary to the construction of waterlines specific to the East Levee.

CLIN # 2008: Gas line relocation includes work in specification 33 11 23 and identified in the CU100 series of the plan set including trenching, gas line removal, new fittings, connections, shutoff valves, temporary rerouting of active gas lines, coordination with the utility company, new gas lines, and all materials, labor and equipment ancillary to the construction of gas lines specific to the East Levee.

CLIN # 2009: Sanitary Sewer Relocation includes work in specification 33 30 00 and identified in the CU100 series of the East Levee plan set including trenching, sanitary sewer line and manhole sealing connections, temporary rerouting of active sewer lines, coordination with the sewer company, new waterline, and all materials, labor and equipment ancillary to the construction of the sanitary sewer.

CLIN # 2010: 48” Storm line includes work in specification 03 30 00, 33 40 00, 33 49 33.00 06, 35 20 16.54, 33 01 98, and identified in the CG100 series and CG200 series of the plan set including trenching, head walls, temporary rerouting of active stormwater systems (not including scope related to and paid for under pollution prevention measures), new storm sewer lines, flap gates, and all materials, labor and equipment ancillary to the construction of the East storm line.

CLIN # 2011: East Site Excavation includes grading operations associated with the East Levee excavation includes work associated with excavation of topsoil, excavation of existing fill, excavation of suitable material on site to be utilized in the levee embankment, and any necessary stockpiling of on-site material.

Excavation is identified on CS200 and CS300 series sheets and all materials, labor, and equipment ancillary to the excavation of soil on the East site.

CLIN # 2012: Embankment Construction includes the placing of soil in lifts and compaction efforts, on the East Levee, associated with placing fill in accordance with specification 31 00 00.00 06, and 35 41 00.

Embankment construction may utilize fill from on site or fill from the borrow site.

CLIN # 2013: Haul Material from Borrow includes the excavation of material at the borrow site, the processing of shale, loading, hauling to the East Levee site, and on-site stock piling of material from the borrow site as needed.

CLIN # 2014: Outlet Scour Protection Type 1 Rip Rap protection includes the installation of geotextile fabric, bedding stone and riprap as described by the plans and in specification 35 42 37.00 06. All materials, labor, and includes equipment ancillary to the installation of bank scour protection and pipe outlet protection on the west site.

CLIN # 2015: Remobilization and ReDemobilization is related to the phase 2 portion of work where the contractor will leave the site while initial settlement occurs and then return to the site to construct the gatewell. 60% will be paid at remobilization and 40% at re-demobilization. Additional payments will not be made for relocating equipment or additional remobilization.

CLIN # 2016: Excavation for Gatewell Construction includes the removal of soil from phase 1 levee construction of the East Levee, all work associated with excavation, and storage of material shall be in accordance with specification 31 00 00.00 06, and 35 41 00.

CLIN # 2017: Gatewell includes work in specification 03 30 00, 33 40 00, 33 49 33.00 06, 35 20 16.54, 33 01 98, and identified in the CG100 series and CG200 series of the plan set including sluicegates, Gatewell, and all materials, labor and equipment ancillary to the construction of the East Gatewell.

CLIN # 2018: Gatewell Electrical Work includes material and labor associated with the installation of power panel, panel mounting, underground power routing from utility pole to power panel and gatewell sluice gate actuator operator. See electrical drawings for associated work.

CLIN # 2019: Articulating Block Revetment includes the installation of articulating concrete block revetment, sand / soil infill, and preparation of subgrade, as described by the plans and in specification 35 31 19.20. All materials, labor, and equipment ancillary to the installation of articulating block revetement on the East Levee.

CLIN # 3001: Mobilization and Demobilization for work at the borrow site. 60% will be paid at mobilization and 40% at demobilization. Additional payments will not be made for relocating equipment or remobilization.

CLIN #3002: Pollution Prevention Measures include permitting, installation of BMP consistent with the SWPPP, and work shown on the GC100 series of the Borrow Site plan set.

CLIN # 3003: Maintenance of Traffic as described in 01 50 00 section 3.4 and as it applies to the borrow site and access to the borrow site from the road, as well as the construction and maintenance of haul roads required at the borrow site.

CLIN # 3004: Contractor Office Trailor, shall be provided as described by specification

CLIN # 3005: Government Field Office Facility, shall be provided as described by specification 00 08 00.00, paragraph 1.23. All materials, labor, and equipment ancillary to provide the government office facility shall be included.

CLIN # 3006: Clearing and Grubbing is identified on the CD100 series and further described in Specification 31 11 00.

B id

Submissions

Bids: A LL SUBMISSIONS TO THIS BID ANNOUNCEMENT SHALL BE SUBMITTED ELECTRONICALLY T HROUGH DOD SAFE. No paper copies, CD-ROMs or facsimile submissions will be accepted. Electronic Bid S ubmission is required through the Army’s Electronic File Sharing Service, DOD SAFE (https://safe.apps.mil). The DOD SAFE Application is used to send large files to individuals that would normally be too large to send via email.

There are no user accounts for SAFE. Authentication is handled via email. Anyone has access to DOD SAFE, and the application is available for use by anyone. The SAFE “Getting Started Guide” has information on how to utilize the system (https://safe.apps.mil/about.php). Instructions for uploading are as follows:

1. Send an email to the Contracting Officer and Contract Specialist to receive the link to drop off your proposal. This will need to be completed five (5) business days prior to uploading your bid.

a. Kari A. Rogers, Contract Specialist at: kari.a.rogers@usace.army.mil

b. Aaron L. Sanford, Contracting Officer at: John.c.butts@usace.army.mil

2. You will receive an email with the link to submit your drop-off. The link will be provided no later than two

(2) business days prior to the bid due date.

3. Short Note to the Recipients: Click the Add Files or Drag and Drop your files. For file description, enter

W912QR22B0008-FIRMNAME.

4. Click Upload button to send documents.

Guest users will need to check their email to verify their email address before the recipients will be notified.

W912QR22B0008

SUMMARY OF CHANGES

SECTION 00 21 00 - INSTRUCTIONS

The following have been modified:

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

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

(b) An organized site visit has been scheduled for 10:00 AM Eastern Time on Tuesday, 12 July 2022.

(c) Participants will meet at:

Johnson County Judicial Center

908 3rd Street, Paintsville, KY 41240

(End of provision)

(End of Summary of Changes)