W911XK21R0001 Amendment 0011.pdf

W56MES91578281

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

PROJECT TITLE: New Lock at the Soo, (New Third Lock) Sault Ste. Marie, MI.

This amendment is issued to:

- Update the plans and specification as described in detailed in Section SF-30

- Block 14 Continuation Page

- Modify the Pricing Schedule

- Update the Economic Price Adjustment Clause and the Contract Line Items to reflect the Revise Pricing Schedule

- Attaching the Bid Inquiry Contractor Report - All Inquiries

1. CONTRACT ID CODE PAGE OF PAGES

J 1 26

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

16C. DATE SIGNED

BY 09-Nov-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 W911XK21R0001

X 9B. DATED (SEE ITEM 11)

02-Jul-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 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

09-Nov-2021

CODE

U.S.ARMY ENGINEER DISTRICT, DETROIT

477 MICHIGAN AVENUE, 7TH FLOOR

DETROIT MI 48226-4523

W911XK 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W911XK21R0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0011

Add Attachment 0001 – Bid Inquiry Contractor Report – All Inquiries

Below is the list of the major drawing and specification revisions that are included in this amendment.

OVERALL PROJECT INDEX

Drawing No. Description of Change

01-GI009 Overall Index update - Added new Sheet in 09 Series (Sheet 09-E1I603)

VOLUME 1

Series 01

Drawing No. Description of Change

01-GC010 Revised Option 3, Note 1.

01-GC015 U.A.W. Work limit availability dates revised. U.A.W. Work limit areas revised.

01-B-102 thru 105 Revised General Note 11.

01-BD102 thru 105 Revised Notes 3, 5, 6 and 8.

01-BD106 thru 109 Revised General Notes 2 and 4.

01-BD110 Detail 4 title revised.

01-BD301 and BD302 Revised the excavation limits for Sections at Sta. 4+00U and 0+00

01-BD303 Added excavation and backfill at Compressor building to section at new tunnel.

Davis monolith partial demo Elevations added. Revised Keynote 3.

01-BD310 thru BD312 Added self-consolidating fill to Davis emptying culverts.

01-BD311 and BD312 Revised the excavation limits for Sections at Sta.15+00 D and 15+50 D.

01-CD101 Revised Note 14.

01-CD106 Added turbidity curtain to be removed and Keynote 14.

01-CD111 Davis monolith partial demo Elevations added. Revised Keynote 3.

01-CD112 Added self-consolidating fill to Davis emptying culverts.

01-CF102 thru 106A Keynote 16 not used.

01-CF102 and CF114 Hybrid Wall alignment revised.

01-CF202 Secondary grout holes removed in Cell SL5.

01-CF501 Added note to Detail 3. Extended Timber cribbing to extend to rock.

01-CF502 Hybrid wall Detail revised to show tie in at Unit 10 cell.

01-CF600 Hybrid Wall alignment revised.

01-CS102

Revised Keynote 20 and 21 to reference Spec Section 01 50 00.

Revised pavement type north of NA1, Medium Duty Aggregate. Keynote 23.

Keynote 18 was revised to add 72 for fabric width (height).

01-CS103

Revised Keynote 20 and 21 to reference Spec Section 01 50 00.

Keynote 18 was revised to add 72 for fabric width (height).

Revised pavement type north of N12 (Aggregate shoulder) Keynote 23.

Revised pavement at Compressor Tunnel.

01-CS104

Revised Keynote 20 and 21 to reference Spec Section 01 50 00.

Keynote 18 was revised to add 72 for fabric width (height).

01-CS105

Revised Keynote 20 and 21 to reference Spec Section 01 50 00.

Keynote 18 was revised to add 72 for fabric width (height).

01-CS106

Revised Keynotes on Unit 10 cells. Changed to medium duty aggregate surface, Keynote 23.

Keynote 18 was revised to add 72 for fabric width (height).

Revised Keynote 20 and 21 to reference Spec Section 01 50 00.

01-CS108

Keynote 18 was revised to add 72 for fabric width (height).

Keynote 20 and 21 was revised to refer to Spec Section 01 50 00.

01-CG203 Added cell fill pattern, added crushed stone filter material, added sheet pile info to Guardcells.

01-CG206 and CG207 Added structural fill at New Pump Well. Added self-consolidating fill for existing Davis culverts.

01-CG300

Added backfill shading.

Added geotextile between rock fill and select fill at discharge pipes.

Added Keynote 24B.

Revised description of Keynote 6, 17, 20, and 26.

01-CG304 and 305 Sabin culverts to be filled shown (printing issue).

01-CG306 thru 315 Added grade line for Keynote 26.

01-CG307 Revised backfill around compressor tunnel (structural backfill).

01-CG316

Added Keynote 24B.

Excavation / Backfill limits revised.

01-CG317

Added Keynote 24B.

Excavation / Backfill limits revised.

01-CG318

Added Keynote 24B.

Excavation / Backfill limits revised.

Sabin culverts to be filled shown (printing issue).

01-CG319 Sabin culverts to be filled shown (printing issue).

01-CG320 Added Keynote 24.

01-CG321 Excavation / Backfill limits revised.

01-CG323 Added compressor building and backfill grading. Revised backfill around compressor tunnel (structural backfill).

01-CG406 Added cell fill pattern, added crushed stone filter material, added sheet pile info to Guardcells.

01-CP103 Revised pavement at Compressor Tunnel.

01-CP104

Added pavement pattern in area south of monoliths S27 - S37.

Corrected pavement pattern on South Davis Wall.

VOLUME 2:

Series 02

None N/A

VOLUME 3:

Series 03

Drawing No. Description of Change

03-S-450A Revised the ISO View and View 1 of the compressor tunnel to show the required features of work more clearly.

03-S-450B Revised the backfill material around the compressor tunnel in Section 1.

Revised Note 4.

03-S-450C Added some required features of the compressor tunnel to Elevation View 1 for more clarity.

Series 04

04-S-401A, 401G, 401H, 402A, 402B, 402D, 402I, 402J, 403D, 404D, 404E, 404F, 405D, 410A, 410B, 410D, 410I, 410J, 411D, 411E, 411F

Revised stay in place steel form note.

VOLUME 4:

Series 05

Series 06

Series 07

Series 08

08-MP001 Changed Note 8 to clarify need for air piping insulation.

VOLUME 5:

Series 09

Drawing No. Description of Change

01-GV501 and GV502 Volume V Index update - Added new Sheet in 09 Series (Sheet 09-E1I603).

09-E0P601 Revised the size of transformer T-PW-1 from 3 MVA to 2.5 MVA.

09-E1-400 Added location and callout for Davis Generator G-DAV.

09-E1P501 Added Keynote 3.

09-E1I603 SHEET ADDED TO PACKAGE.

09-E1T603 Added sheet title to drawing.

09-E1T604 Added sheet title and Keynote 18.

09-E2-400

Added Note on plan as follows: “TORCH CUT EXISTING PILING TO

INVERT OF NEW DUCT BANK. REFER TO DETAIL 3 ON 09-E0-500

AND SECTION 7 ON 09-E2-401 FOR DUCT BANK DETAILS.” Added Keynote 3.

09-E3P101 Removed pressure transducers and conduits to gallery from North wall.

09-E3P103 Removed pressure transducers and conduits to gallery from North wall.

09-E3P105 Relocated tray section for north gallery tray.

09-E3P401 Revised Detail 1 to illustrate HFM cable tray.

09-E3P713 Removed Shaft 6 control panel from equipment list.

09-E3P800 Revised cable routing for P1000 through P1010 removing conduit designators.

09-E3I637 Revised cable numbers for FO cables to camera equipment.

09-E3I638 Revised cable numbers for FO cables to camera equipment.

Series 10

10-TY603 Added “contractor furnished” to General Notes 4 and 5.

VOLUME 6:

Series 11

11-E-501 Fixture schedule revised.

Series 12

Series 13

Series 14

Series 15

VOLUME 7:

Series 16

Drawing No. Description of Change

16-BS301, 302, and 303 Added self-consolidating fill to Davis emptying culverts. Added rock fill in chamber culverts. Added structural fill around pump well bldg.

16-CS201

Added self-consolidating fill to Davis emptying culverts. Revised the legend.

16-M-201 Added Elevations table and spot elevations for pump operations and programming.

16-EP602 Revised the size of transformer T-PW-1 from 3 MVA to 2.5 MVA.

16-EP708 Revised the size of transformer T-PW-1 from 3 MVA to 2.5 MVA.

Series 17

Series 18

18-EP101 Revised reference for unit Substation A.

18-EP603 Multiple sheet revisions including removal of a detail.

Series 20

20-SS301

Updated Detail 3 approximate excavated top of rock elevation to be consistent with cross-section sheets 20-SS326 to 20-SS332.

20-SS302

Updated Details 1 to 4 approximate excavated top of rock elevations to be consistent with cross-section sheets 20-SS326 to 20-SS332.

20-SS303

Updated Details 1 to 3 approximate excavated top of rock elevations to be consistent with cross-section sheets 20-SS326 to 20-SS332. Removed stray vertical line on Detail 3.

Series 21

Series 22

22-GB001 and

22-SB101

Clarified that drawings with a “B” in the drawing number are associated with Option 1 and drawings with a “O” in the drawing number are associated with Option 5.

Series 23

23-S-301B Corrected Detail 1 callout. Now refers to 01-S-003 for standard development lengths and hooks.

23-SS501

Added Note 8 in GENERAL NOTES.

Revised Table to remove 100th place decimal from the approximate top of rock elevations. Revised DS-3-2 top of rock to 568.8/562.8 based on it being drilled at a rock face with two different elevations. Also add references to “See Note 8” on Detail 1 and below the table.

23-SB101

Corrected drawing which sought to redraw an original NPP reference drawing. Added or corrected slope arrows, added an elevation, and corrected the slope callout to “1 ON 1 SLOPE”.

23-SB305

Added Note 3 in GENERAL PLAN NOTES.

Corrected detail title to state “SECTION”.

Revised linework for existing rock cut faces to better match where section was cut.

Extended first drilled shaft (DS-3-1) to 8’ below the ELEV 562.82.

SPECIFICATIONS

Specification Description of Change

01 22 00.00 10

Paragraph 1.1 – Added paragraph to clarify job payments that contain concrete.

Paragraph 1.2 – Added paragraph to clarify unit price payments that contain concrete.

Paragraph 1.3.4 – Revised title to match bid schedule.

Paragraph 1.3.9.2 – Common Excavation payment paragraph was revised to remove placement and compaction of lock backfill material.

Paragraph 1.3.10.1 – Removed information and placed in paragraph 1.3.10.2.

Paragraph 1.3.15.1 – Included the shaft infill between basement floor beams.

Paragraph 1.3.15.2 – Added language.

Paragraph 1.3.16.1 – Included basement beams and slabs.

Paragraph 1.3.22.1 – Removed language and added it to 1.3.22.2.

Paragraph 1.3.34 – Revised title to match bid schedule.

Paragraph 1.3.38.1 – Added language.

Paragraph 1.3.38.2 – Revised to indicate unit price.

Paragraph 1.3.38.3 – Revised to indicate linear foot instead of by “Job”.

Paragraph 1.3.45 – Revised title.

Paragraph 1.3.45.1 – Added paragraph.

Paragraph 1.3.45.2 – Revised to indicate unit price.

Paragraph 1.3.45.3 – Revised to indicate cubic yard rather than job.

Paragraph 1.3.46 – Title change.

Paragraph 1.3.46.1 – Clarified the material.

Paragraph 1.3.46.2 – Added “cementitious materials are paid separately.”

Added language regarding cleaning of Sabin Culverts.

Paragraph 1.3.58 – Revised title to match bid schedule.

Paragraph 1.3.69.1 – Language removed.

Paragraph 1.3.71.1 – Added reference to two Specification Sections.

Paragraph 1.3.82 – Changed title to “NOT USED” and deleted text in this paragraph and subsequent paragraphs.

Paragraph 1.3.89 – Revised to match bid schedule.

Paragraph 1.4.14.1 – Revised language.

Paragraph 1.4.15 – Revised title to match bid schedule.

Paragraph 1.4.15.1 – Revised language.

Paragraph 1.4.16.1 – Revised to include excavation and shoring between the south Davis lock wall and the Compressor building, as well as other clarifications.

Paragraph 1.4.18.1 – Revised language.

Paragraph 1.5.1 – Revised title to match bid schedule.

Paragraph 1.5.8 – Changed title to “NOT USED” and deleted text from this paragraph and subsequent paragraphs.

Paragraph 1.5.16 – Revised title to match bid schedule.

Paragraph 1.5.22.1 – Added demolition of the crossover tunnel plug.

Paragraph 1.5.31 – Revised title to match bid schedule.

Paragraph 1.6.2.1 – Revised to add pavement markings, Crane Road bollards and utility bollards.

Removed information from Paragraph 1.6.6.1 and added to Paragraph

1.6.6.2. Added language to Paragraph 1.6.6.2.

Removed information from Paragraph 1.6.7.1 and added to Paragraph 1.6.7.2.

Paragraph 1.6.8.1 – Revised to add that payment of rock is to be included with laterals, floors, and manhole features.

Paragraph 1.6.15.1 – Removed items not included in Option 3.

Paragraph 1.6.17.1 – Added language to include the reinforced concrete caps.

Paragraph 1.6.21.2 – Clarified pavement requirements.

Paragraph 1.6.26.2 – Revised to better define the work.

Paragraph 1.6.29.1 – Modified verbiage.

Paragraph 1.6.37 – Revised title to match bid schedule.

Paragraph 1.7.4.1 – Added reference to two Specification Sections.

Paragraph 1.10.3.1 - Added reference to two Specification Sections.

01 35 13

Paragraph 1.5.8.3 – Added additional website for water levels.

Paragraph 1.5.17 – Revised dates for Coordination with Others.

Paragraph 1.5.19 – Environmental Permit Expiration was revised to include actions by the Government to extend the WQ Certification.

Paragraph 1.6.2.1 – Revised dates for Work Sequence.

01 35 26

Paragraph 1.15.4 – Added paragraph titled “Existing Facility – Confined Space”.

Paragraph 3.2 – Revised and re-titled to address outages.

01 50 00

Paragraph 2.1.2.1 – Added information for temporary gates.

Paragraph 3.3 – Clarified ownership and use of UTV’s.

Paragraph 3.6 – Revised language to clarify requirements of forklift operator.

01 99 90, Appendix A

Note Added to Cover Sheet/Index.

A.5.2 – Unit 10 – FY14 Apron Rehab – Replaced construction drawings with As-Builts.

Added A.5.3 Unit 10 Closure Dikes.

01 99 90, Appendix B

Note Added to Cover Sheet/Index.

Added B.2 Addendum – 1945 Test Pits - Added plan, logs, and cross section of test pits performed in 1945, north of the Sabin chamber.

Added B2. Addendum – Unit 10 Plan and Logs - Added/updated plan and logs of borings performed in 1991 in reference to unit 10.

01 99 90, Other Information

Added information:

10. Unit 10 Operational Velocities in Tailrace - Color-coded maps of the Unit 10 Operational velocities in tailrace areas for three cases: Unit 10 On, Unit 10 Off, and Unit 10 half discharge

11. Existing Turbidity Curtain - Davis Lock

12. Life Safety Floor Plans

13. Electrical - Switch Gear "B" - Davis Building

02 41 00

Paragraph 3.2.3.1 – Removed minimum demolition requirement from specification.

Paragraph 3.2.5 – Added removal of turbidity curtain with stop logs.

Paragraph 3.2.7 – Added text to include filling portions of the Davis lock floor culverts.

Paragraph 3.2.9 – Replaced the entire paragraph.

Paragraph 3.2.9.1 – Replaced the entire paragraph.

05 12 00

Added references.

Paragraph 1.2 – Added paragraph titled “System Description” and subsequent paragraphs.

05 21 00

Added references

Paragraph 1.2 – Added paragraph titled “System Description” and subsequent paragraphs.

07 19 00 Paragraph 1.10 – Added “of buildings only.”

09 97 04 Paragraph 1.4.2 – Revised to permit any of the following painting certifications: SSPC QP3 Enclosed and Covered, AISC SPE-P1 or P2.

13 50 00

Added language to PART 1 – General

Paragraph 2.3.1 – Modified title and paragraph language

Paragraph 3.3.3 – Clarified reading requirements

13 50 20 Paragraph 2.1.2 – Removed 250 mm segment length option

Paragraph 2.1.4 – Added paragraph titled “Portable Readout Unit”.

13 50 30 Paragraph 2.2.5 – Added paragraph titled “Portable Readout Unit”.

13 53 20 Paragraph 2.1.4 – Added paragraph titled “Portable Readout Unit”.

22 14 29.00 40 Paragraph 2.5 – Added spare parts.

26 12 16

Paragraph 2.5.7.1 – Edited language.

Paragraph 2.4 – Updated title and deleted language.

Paragraph 2.3.1 – Removed language and revised language.

28 10 05.00 08 Paragraph 2.4.3.4 – Deleted.

31 00 00.00 06 Paragraph 1.3 – Added shoring plan submittal.

Paragraph 3.4 – Added shoring requirements.

31 23 06 Paragraph 3.1.4c – Deleted requirement.

31 32 23

Paragraph 1.12 – Removed language

Paragraph 2.1.2 – Added cement type.

Paragraph 3.3.1 – Deleted and revised grout hole drilling requirements.

Paragraph 3.5.3 – Revised language.

Paragraph 3.5.4 – Revised language.

Paragraph 3.5.6 – Added paragraph.

Paragraph 3.5.7 – Added paragraph.

Paragraph 3.5.8 – Added paragraph.

Paragraph 3.6.1 – Removed, added, and modified language.

Paragraph 3.6.5 – Clarified “Government” Construction Inspector.

Paragraph 3.6.11b – Clarified “Government” Construction Inspector.

31 60 00

Paragraph 1.1 – Modified to reference drawings sheets.

Paragraph 3.1 – Clarified that foundation does “NOT” receive a freeze-thaw cycle.

Paragraph 3.1.2 – Clarified heavy equipment requirement.

Paragraph 3.5 – Added drawing reference.

31 63 29

Paragraph 1.2 – Revised to add SD-03 Product Data for “Monitoring Seismographs” and SD-06 Test Reports for “Results of Vibration Monitoring” and “Post-Construction Survey”.

Paragraph 3.7 – Added paragraph titled “Vibration Monitoring” and related subparagraphs for instrumentation and monitoring of the NPP building.

31 90 00 Paragraph 2.1.1 – Revised language.

Paragraph 3.8.1 – Removed language.

32 92 19 Paragraph 3.6 – Replaced with new text defining the turf establishment period.

34 71 13.16

Paragraph 2.1 – Revised to reference MDOT Standard Spec and Detail.

Paragraph 3.1 – Revised to reference MDOT Standard Spec and Detail.

Paragraph 3.2 – Revised to reference MDOT Standard Spec and Detail.

Paragraph 3.3 – Revised to reference MDOT Standard Spec and Detail.

Paragraph 3.4 – Revised to reference MDOT Standard Spec and Detail.

35 05 40.14 10 Paragraph 2.14 – Added spare parts.

Paragraph 2.3.3b - Clarified pump requirements.

40 05 13 Paragraph 1.1 – Added reference.

Paragraph 2.3.1.1 – Revised language.

SECTION 00 10 00 - SOLICITATION

CLIN 0001

The CLIN extended description has changed from:

***For Accounting Purposes Only*** for Base Bid Items 0001- 0070

To:

***For Accounting Purposes Only*** for Base Bid Items 0001- 0071

CLIN 0002

The CLIN description has changed from New Pumpwell to New Pump well Base Contract.

CLIN 0003

The CLIN description has changed from NPP Bridge to NPP Bridge - Base Contract.

CLIN 0005

***For Accounting Purposes Only*** for Base Bid Items 2001-2043

***For Accounting Purposes Only*** for Base Bid Items 2001-2044

CLIN 0006

The CLIN description has changed from Option 3 - Chamber Lock - Operational to Option 3 - Chamber

Lock Operational.

***For Accounting Purposes Only*** for Base Bid Items 3001-3037

***For Accounting Purposes Only*** for Base Bid Items 3001-3038

CLIN 0007

***For Accounting Purposes Only*** for Base Bid Items 4001-4003

***For Accounting Purposes Only*** for Base Bid Items 4001-4004

CLIN 0008

The CLIN description has changed from Option 5 - Handsfree Mooring to Option 5 - Handsfree Mooring

(HFM).

CLIN 0009

The CLIN description has changed from Option 6 - Downstream Ship Arrestor to Option 6 - Downstream (D/S)Ship Arrestor.

CLIN 0010

***For Accounting Purposes Only*** for Base Bid Items 7001-7002

***For Accounting Purposes Only*** for Base Bid Items 7001-7003

PRICING SCHEDULE 0011

CLIN 0001 -- New Lock at the Soo – Base Contract

Item DESCRIPTION Qty Unit Unit Price Total Amount

0001 Mobilization and Demobilization 1 JA

Erosion, Sediment Controls and Environmental Protection 1 JA

Closeout Documents and Performance and Payment Bond 1 JA

0004 Construction Facility - Core Storage Building 1 JA

0005 Construction Facility - QA Office 1 JA

0006 Construction Facility - Materials Laboratory 1 JA

0007 Clearing and Grubbing 1 JA

0008 Site Work 1 JA

0009 Common Excavation 373,000 CY

0010 Rock Excavation - Mechanical In-the-Wet 30,975 CY

0011 Soil-Cement-Bentonite Wall 2,100 CY

0012 Grout Curtain - Installation 1 JA

0013 Grout Curtain - Grout 11,000 CF

0014 Rock Excavation - Shaft 6 and Connector Tunnel 2,055 CY

0015 Shaft and Tunnel Concrete 1,465 CY

0016 Building and Stairs - Shaft 6 1 JA

0017 Electrical - Shaft 6 1 JA

0018 Demolition 1 JA

Work & Disposal Plan & Removal of Lead, Asbestos, PCBs, etc. 1 JA

Utility Raceway Bridge to New Power Plant

(NPP) 1 JA

0021 Electrical - Unit 10 Relocation 1 JA

0022 Drilling Anchor Holes in Concrete and Rock 3046 LF

0023 Pre-grouting Anchor Holes 900 Bag

0024 Redrilling Pre-grouted Anchor Holes 3305 LF

0025 Watertightness Testing 50 EA

0026 Furnish and Install Rock Anchors (4-strand) 390 LF

0027 Furnish and Install Rock Anchors (9-strand) 595 LF

0028 Furnish and Install Rock Anchors (13-strand) 807 LF

0029 Furnish and Install Rock Anchors (25-strand) 1,254 LF

0030 Furnish/Install/Remove Struts 1 JA

0031 Upstream Cofferdam 1 JA 0032 Downstream Cofferdam 1 JA

0033 Hybrid Wall 1 JA

Cofferdam Instrumentation Installation, Surveillance & Maintenance 1 JA

Diversion and Care of Water - Initial Lock Cofferdam Dewatering 1 JA

Diversion and Care of Water - Surveillance and Maintenance 1 JA

0037 Crossover Tunnel Plug 1 JA

0038 Foundation Verification Drilling 6,200 LF

0039 Rock Excavation - Pre- and Post-Blast Surveys 1 JA

0040 Rock Excavation - Precision Pre-Splitting 70,000 SF

0041 Rock Excavation - Line Drilling 133,000 SF

0042 Rock Excavation - Production Blasting 245,000 CY

0043 Rock Excavation - Mechanical In-the-Dry 16,300 CY

0044 Rock Excavation - Preliminary and Final Cleanup 1 JA

0045 Davis Lock Chamber Recesses Filling (Concrete) 2,500 CY

0046 Davis and Sabin Lock Culvert Filling (Concrete) 6,100 CY

0047 Cement, Type II (MH) Low-Alkali

361,400 CWT

0048 Fly Ash 195,400 CWT

0049 Silica Fume 4,300 CWT

0050 Blast Furnace Slag 317,700 CWT

0051 Mud Mat Concrete 16,000 CY

0052 Unit 10 Cell 11 and 11A 1 JA

0053 Pump Well Discharge Lines 1 JA

Fabrication, Delivery, and Installation of Embedded Metals 1 JA

Fabrication, Delivery, and Installation of Post- Installed Metals 1 JA

0056 Deformed Steel Bars for Concrete Reinforcement 1 JA

0057 Waterstop 1 JA

0058 Structural Concrete - Lock Walls 21,530 CY

0059 Mass Concrete 161,800 CY

0060 Secondary Pour Concrete 1,260 CY

0061 Guard Cells and Arcs 1 JA

0062 Lock Control Structures 1 JA

0063 Downstream Approach Wall Cells 1 JA

0064 Cleaning and Mucking – North Sabin Tunnel

0064AA

Cleaning and Mucking - North Sabin Tunnel - First 40 CY 40 CY

0064AB

Cleaning and Mucking - North Sabin Tunnel - All Over 40 CY 10 CY

Rock Excavation - Mechanical - North Sabin Tunnel 11 CY

0066 Reline Existing North Sabin Tunnel 1 JA

Furnish and Install Mechanical and Electrical Embedded Items 1 JA

0068 Delayed Pour Concrete 100 CY

0069 Parapet Wall 1 JA

0070 Lock Floor Drainage System at Miter Gate Sills 1 JA

0071 Obstructions 5 EA

CLIN 0001 TOTAL

CLIN 0002 – New Pump Well Base Contract

Closeout Documents and Performance and Payment Bonds - Pump Wells 1 JA

0102 Hydraulic Modeling of New Pump Well 1 JA

0103 Electrical Upgrades - Temporary Pumping 1 JA

0104 Diversion and Care of Water - New Pump Well 1 JA

0105 Demolition - New Pump Well 1 JA

Rock Excavation - Preliminary and Final Cleanup

- New Pump Well 1 JA

0107 Rock Excavation - Mechanical - New Pump Well 1,800 CY

Rock Excavation - Line Drilling - New Pump Well 10,000 SF

0109 Mud Mat Concrete - New Pump Well 100 CY

0110 Structural Concrete - New Pump Well 5,440 CY

0111 NOT USED

0112 Blast Furnace Slag - Pump Wells 14, 200 CWT

0113 Fly Ash - Pump Wells 7,100 CWT

0114 Cement, Type II (MH) Low-Alkali - Pump Wells 14,200 CWT

Deformed Steel Bars for Concrete Reinforcement

– New Pump Well 1 JA

0116 Structural Steel - New Pump Well 1 JA

Furnish and Install Sluice Gates - New Pump Well 1 JA

CLIN 0002 TOTAL

CLIN 0003—NNP Bridge – Base Contract

Closeout Documents and Performance and Payment Bond - NPP Bridge 1 JA

0202 Vehicular Bridge and Platform - NPP Bridge 1 JA

Ramp from Utility Raceway to Center Dike - NPP Bridge 1 JA

CLIN 0003 TOTAL

TOTAL BASE:

CLIN 0004 --OPTION 1 – Construction of Chamber Wall

Closeout Documents and Performance and Payment Bond 1 JA

Erosion, Sediment Controls and Environmental Protection 1 JA

1003 Diversion and Care of Water 1 JA

Cofferdam Instrumentation, Surveillance & Maintenance 1 JA

1005 Deformed Steel Bars for Concrete Reinforcement 1 JA

1006 Waterstop 1 JA

1007 Cement, Type II (MH) Low-Alkali 259,500 CWT

1008 Fly Ash 124,300 CWT

1009 Blast Furnace Slag 221,900 CWT

1010 Silica Fume 3,600 CWT

1011 Structural Concrete - Lock Walls 17,360 CY

1012 Mass Concrete - Lock Walls 140,000 CY

1013 Secondary Pour Concrete 30 CY

Fabrication, Delivery, and Installation of Embedded Metals 1 JA

Fabrication, Delivery, and Installation of Post- Installed Metals 1 JA

1016 Compressor Building Tunnel 1 JA

Furnish and Install Mechanical and Electrical Embedded Items 1 JA

1018 Parapet Wall 1 JA

TOTAL OPTION 1:

CLIN 0005- OPTION 2 – New Pump Well Completion

Closeout Documents and Performance and Payment Bond - Pump Wells 1 JA

2002 Site Work - New Pump Well 1 JA

2003 Diversion and Care of Water - Pump Wells 1 JA

2004 Mechanical Utilities - Pump Wells 1 JA

Deformed Steel Bars for Concrete Reinforcement

- Pump Wells 1 JA

Structural Steel and Miscellaneous Metals - Pump Wells 1 JA

2007 Structural Concrete - Pump Wells 1,115 CY

2008 NOT USED

2009 Blast Furnace Slag - Pump Wells 2,900 CWT

2010 Fly Ash - Pump Wells 1,500 CWT

2011 Cement, Type II (MH) Low-Alkali - Pump Wells 2,900 CWT

2012 Temporary Buildings - Pump Wells 1 JA

Work & Disposal Plan and Removal of Lead, Asbestos, PCBs, etc. - Pump Wells 1 JA

2014 Demolition - Accumulator Room 1 JA

2015 Furnish and Install Valves - New Pump Well 1 JA

Furnish and Install Maintenance, Slurry, and Sump Pumps - New Pump Well 1 JA

Furnish and Install Vertical Pumps - New Pump Well 1 JA

Furnish and Install Bridge Crane and Monorail Cranes - New Pump Well 1 JA

2019 Electrical - New Pump Well 1 JA

2020 Cleaning and Mucking - Pump Wells and Tunnels

2020AA

Cleaning and Mucking - Pump Wells and Tunnels

- First 230 CY 230 CY

2020AB

Cleaning and Mucking - Pump Wells and Tunnels

- All Over 230 CY 50 CY

2021 Reline Existing South Sabin Tunnel 1 JA

2022 Reline Existing Crossover Tunnel 1 JA

2023 Filling of Davis Well Tunnel and Discharge Pipe 1 JA

2024 Demolition - Davis Well 1 JA

2025 Furnish and Install New Stairs – Pump Wells 1 JA

2026 Furnish and Install Monorail Crane - Davis Well 1 JA

2027 Electrical - Davis Well 1 JA

2028 Demolition - Poe Well 1 JA

2029 Poe Well Discharge Line Closure 1 JA

2030 Poe Well New Discharge Line 1 JA

Furnish and Install Dewatering Pipes and Bonneted Knife Gate Valves - Poe Well 1 JA

2032 Furnish and Install Sump Pump - Poe Well 1 JA

2033 Furnish and Install Jib Crane - Poe Well 1 JA

2034 Electrical - Poe Well 1 JA

2035 Furnish and Install HVAC - Poe Well 1 JA

2036 Furnish and Install Bulkheads - Poe Well 1 JA

2037 Commissioning - Pump Wells 1 JA

Item

DESCRIPTION

Qty

Unit

Unit Price

Total Amount

Rock Excavation - Mechanical - South Sabin Tunnel 21 CY

Furnish and Install Sump Pump and Roof Drain Discharge Piping – Poe Well 1 JA

2040 Furnish and Install Valves - Poe Well 1 JA

Furnish, Install and Test HVAC - New Pump Well 1 JA

2042 Furnish, Install and Test HVAC - Davis Well 1 JA

2043 Security System - New Pump Well 1 JA

Furnish, Install Roofing and Architectural Appurtenances – New Pump Well, Davis Wall, Poe Well 1 JA

TOTAL OPTION 2:

CLIN 0006 - OPTION 3 – Chamber Lock Operational

Item DESCRIPTION Qty Unit Unit Price Total Amount

Closeout Documents and Performance and Payment Bond 1 JA

3002 Site Work 1 JA

3003 Deformed Steel Bars for Concrete Reinforcement 1 JA

3004 Anchors for Lock Floor 1 JA

3005 Cofferdam Removal 1 JA

3006 Rock Excavation - Mechanical 5,000 CY

3007 Rock Removal 11,300 CY

3008 Rock Excavation - Preliminary and Final Cleanup 1 JA

3009 Mud Mat Concrete 6,000 CY

Cofferdam Instrumentation, Surveillance & Maintenance 1 JA

3011 Permanent Instrumentation 1 JA

3012 Diversion and Care of Water 1 JA

3013 Buildings - Build Out 1 JA

Erosion, Sediment Controls and Environmental Protection 1 JA

Fabrication, Delivery, and Installation of Post- Installed Metals 1 JA

3016 Lock Floor Drainage System 1 JA

3017 Guard Cells and Arcs 1 JA

Rehabilitation of D/S Approach Wall (STA

14+71.25 – 16+50) 1 JA

3019 Delayed Pour Concrete 2,820 CY

3020 Commissioning 1 JA

3021 Structural Concrete 32,910 CY

3022 Silica Fume 1,800 CWT

3023 Blast Furnace Slag 79,400 CWT

3024 Fly Ash 43,800 CWT

3025 Cement, Type II (MH) Low-Alkali 90,400 CWT

3026 Topsoil (For Seeding) 32,900 CY

3027 Electrical - Lock 1 JA

3028 Sump Pumps, Piping, HVAC Heater 1 JA

3029 Storm Drainage 1 JA

3030 Water Distribution Piping 1 JA

3031 Steam Piping System 1 JA

Item DESCRIPTION Qty Unit Unit Price Total Amount

3032 Compressed Air Piping System 1 JA

3033 Hydraulic System 1 JA

3034 Fire Protection System 1 JA

3035 Lock Signage, Permanent 1 JA

3036 Security System 1 JA

3037 Lock Cofferdam Rewatering 1 JA

3038 Backfill 1 JA

TOTAL OPTION 3:

CLIN 0007 - OPTION 4 – Downstream Work

Item DESCRIPTION Qty Unit Unit Price Total Amount

Closeout Documents and Performance and Payment Bond 1 JA

4002 East Center Pier Rehabilitation 1 JA

Rehabilitation of D/S Approach Wall (STA

16+50 - 27+42.58) 1 JA

4004 Obstructions 25 EA

TOTAL OPTION 4:

CLIN 0008 - OPTION 5 – Handsfree Mooring (HFM)

Closeout Documents and Performance and Payment Bond 1 JA

5002 Furnish & Install HFM System 1 JA

TOTAL OPTION 5:

CLIN 0009 - OPTION 6 – Downstream (D/S) Ship Arrestor

Item DESCRIPTION Qty Unit Unit Price Total Amount

Closeout Documents and Performance and Payment Bond 1 JA

Furnish & Install D/S Ship Arrestors including Fender Booms, Machinery and Equipment 1 JA

TOTAL OPTION 6:

CLIN 0010 - OPTION 7 – Alligator’s Mouth Extension

Item DESCRIPTION Qty Unit Unit Price Total Amount

Closeout Documents and Performance and Payment Bond 1 JA

7002 Expansion of Alligator's Mouth Mooring Area 1 JA

7003 Obstructions 10 EA

TOTAL OPTION 7:

TOTAL BASE + OPTIONS 1-7:

Total Base Work (CLINs 0001-0003) ________________________________

Total Option (CLINs 0004-0010) ________________________________

Total Base + Option (CLINs 0001-0010) ________________________________

Notes: Period of performance for the base CLINs is 1642 calendar days after the receipt of the notice to proceed as described in clause 52.211-10. As described in clause 52.217-7, the contract will be extended an additional 365 days if Option1 is exercised and the contract will be extended an additional 365 days if Option 3 is exercised. No additional time would be provided if Option 2, 4, 5, 6 and/or 7 is exercised.

Unit Abbreviations

EA – Each JA – Job CWT – Hundred Weight, 100 lbs.

CY – Cubic Yard LF – Linear Foot SF – Square Foot Bag – 94 lb Bag CF – Cubic Foot

The following have been deleted:

NOTES

PRICING SCHEDULE

SECTION 00 70 00 - CONDITIONS OF THE CONTRACT

ECONOMIC PRICE ADJUSTMENT

(a) On an annual basis (starting on the first pay application after 12 months from Notice to Proceed and then on the first pay application every 12 months thereafter), the Producer Price Index (PPI) will be reviewed by the Government to determine whether an adjustment to the contract price shall be made based on the price of the identified commodities. The price for these commodities may be adjusted up or down based on the annual change in the PPI. This will not extend to time periods beyond original contract completion date (inclusive of any exercised options).

(b) For each commodity listed below, the estimated quantities and unit price for the commodity itself – exclusive of direct or indirect costs or profit – shall be listed in the appropriate section of the table below. All unit costs must be completed as part of the price proposal. The estimated quantities are used solely for the purpose of apportioning price adjustments and are not for the purpose of allowing variation in the quantities for the line item.

(c) The determination will be based on the annual difference in the designated index for each commodity listed below to the quantities purchased in the preceding calendar year. No adjustment will be made unless the price adjustments would result in a change of at least 3% in the unit price for that commodity in the included table. All unit prices identified for the year under consideration will be compared to the base year price to determine projected and actual escalation. If the indicated market fluctuation would result in a change to the unit price of more than 3%, the unit price will be increased for the remaining contract duration. CLIN prices will be adjusted based on an application of the unit price increase or decrease applied to the estimated quantities less all quantities already invoiced or identified for purchase through a forward pricing agreement.

For example, if the initial proposed price for commodity (a) is $100 and the PPI at the point of the first review indicates a 3% increase in pricing for that commodity, the unit price for the remainder of the contract (or until the next annual increase/decrease) would be $103. If the initial estimated quantity for commodity (a) on CLIN 1 is 15 tons and 4 tons were procured during the first year, there would be 11 tons remaining, so the price of CLIN 1 would increase by $3 per ton applied to the 11 remaining tons, or $33.

(d) Subsequent modifications resulting in a price adjustment pursuant to the Changes clause or other provisions unrelated to EPA adjustments should be priced as though no provisions for EPA are included. Additional EPA language and conditions may be included in future modifications if that modification would significantly impact the period performance or unit prices of commodities identified in this clause.

Producer Price Index - https://beta.bls.gov/dataQuery/search

- Steel (Structural, Piling, and Rebar): WPU1017

- Aggregate (Concrete & Fill): WPU1321

- Other Concrete Materials (Fly Ash, Blast Furnace Slag): WPU132

In the unlikely event that publication of the designated index is discontinued, substitution of another index will be made if the time remaining on the contract would justify doing so and an appropriate index is reasonably available.

This determination will be made at the sole discretion of the Procuring Contracting Officer.

The designated index is subject to revisions. Any economic price adjustment made under this contract will be based on the revised index in effect at the time specified for adjustment. Each request for economic price adjustment must identify which revision to the index will be used.

(e) If the review referenced in (a)-(c) indicates an increase in the contract price is warranted, the Government will inform the Contractor of the assumed adjustment. The Contractor must submit a formal request for adjustment, with any supporting data required for the Government to initiate the associated contract action. If the contractor either does not timely provide any requested data to support its adjustment by the date and time specified by the Contracting Officer, or its data does not support an adjustment in the Contracting Officer’s view, no increase shall be made for that period.

(f) The Contractor must include all forward pricing agreements or scheduled prices for the materials under consideration. This includes purchases of any materials procured prior to the annual review that would not be invoiced until after the annual review. Materials subject to a forward pricing agreement or scheduled price will not be considered for adjustment (up or down).

(g) EACH INVOICE must include the quantities of eligible materials purchased as part of that invoice, segregated by CLIN. The Contractor must be able to support the claimed quantities through supplier invoices upon request. If invoices indicate quantities should have been included in the data required under paragraph (g), the subsequent adjustment will reflect the appropriate correction. If materials are purchased as part of a component (gates, large structures, etc...) the materials are only eligible for consideration if the subcontractor/supplier invoice individually identifies commodities quantities.

(h) Only quantities procured in the calendar year immediately preceding adjustment will be considered for adjustment. Adjustments will be applied to the entire actual quantity of ELIGIBLE commodities procured in that calendar year.

(i) If the review referenced in (a) indicates a decrease in the contract price is warranted, the Government will provide notice to the Contractor regarding the calculated credit due the Government price decrease, to include supporting data.

The aggregate of the increases in any contract unit price made under this clause shall not exceed 25 percent of the original unit price. The aggregate of the decreases in any contract unit price made under this clause shall not exceed 25 percent of the original unit price. The aggregate of all changes made under this clause shall not exceed 10% of the total contract price.

(j) The Contracting Officer may examine the Contractor's books, records, and other supporting data relevant to the cost of material during all reasonable times until the end of 3 years after the date of final payment under this contract or the time periods specified in Subpart 4.7 of the Federal Acquisition Regulation (FAR), whichever is earlier.

UNIT PRICE TABLE; TO BE INCLUDED WITH PRICE PROPOSAL

Structural

Steel Steel (Piling)

Steel (Rebar)

Aggregate (Fill)

Aggregate (Concrete)

Fly Ash

Blast Furnace Slag

UNIT PRICE

QUANTITIES

CLIN 0001

(New Lock at the Soo –Base Contract Schedule Items 0001-0071)

CLIN 0002

(New Pump Well Base Contract, Bid Schedule Items 0101-0117)

CLIN 0003 (NPP

Bridge Base Contract, Bid

0201-0203)

CLIN 0004

(Construction of Chamber Wall, Bid

1001-1018)

CLIN 0005

(New Pump Well Completion, Bid

2001-2044)

CLIN 0006

(Chamber Lock, Bid Schedule Items 3001- 3038)

CLIN 0007

(Downstream Work, Bid

4001-4004)

CLIN 0008

(Handsfree Mooring (HFM), Bid Schedule Items 5001-5002)

CLIN 0009

(Downstream (D/S) Ship Arrestor, Bid

6001- 6002)

CLIN 0010

(Alligator’s Mouth Extension, Bid Schedule Items 7001- 7003)

*Estimated quantities are strictly for the purpose of administrating this clause. This is not for the purpose of variation of estimated quantities or any other cost/quantity related data as applies to this contract. However, price adjustments are limited to, at a maximum, the estimated quantities identified here or on modification to this clause resulting from future contract modification.

(End of clause)

(End of Summary of Changes)