W912ES18R0006-0004_Amendment_4.pdf

W81G6771525178

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 purpose of Amendment 0004 is to make changes to the draw ings, specif ications, price schedule, and submission procedures, detailed in Amendment 0004 Summary. The amendment also adds full sized plans to the solicitation. See Summary of Changes for full details.

1. CONTRACT ID CODE PAGE OF PAGES

1 5

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 W912ES18R0006

X 9B. DATED (SEE ITEM 11)

09-Mar-2018

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.

U0004

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

19-Apr-2018

CODE

CONTRACTING DIVISION

USACE - ST. PAUL

180 5TH STREET E SUITE 700

ST. PAUL MN 55101-1678

W912ES 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912ES18R0006

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text:

AMENDMENT 0004 SUMMARY

Amendment 0004 Travelling Mooring Bitt System Rehabilitation Solicitation W912ES18R0006

Changes to Drawings:

- The half size drawing set is reissued to incorporate the correct solicitation number and a new full size drawing set is issued as part of this amendment. The following drawings contain additional changes as follows:

- G-003: Revised to include new drawings.

- S-501: Revised concrete removal limits

- S-502, S-503, S-505, S-507, S-508: Revised to include the new concrete repairs

- S-102: Revised to show an additional section for electrical grounding.

- G-005: Revised Summary of Work

- Add new drawing S-507A: Issued to show the Upper Guide Wall 1 Concrete Repair details.

- Add new drawing E-501: Issued to show Electrical Grounding details.

Changes to Specifications:

1) SECTION 03 01 32 CONCRETE REHABILITATION FOR CIVIL WORKS: Insert the following new paragraph after paragraph 2.2.4 Hydromilling Equipment:

“2.2.5 Polyurethane Resin Injection Equipment Use a two-component positive-displacement-type pump with static mixing head and pressure regulation to control injection pressures while pumping low volumes for injecting the polyurethane resin system. Do not use single component pumps and/or the injection of pure water followed by injection of pure resin.”

2) SECTION 03 01 32 CONCRETE REHABILITATION FOR CIVIL WORKS: Delete Paragraph 3.6.3 Grouting of Conduits in its entirety and replace with the following Paragraph 3.6.3:

“3.6.3 Grouting of Conduits Grout abandoned conduits. Access to the abandoned conduits is through the existing manholes as shown on the drawings. Clean each existing manhole to remove all gravel dust, dirt, and loose and unsound concrete to expose the conduit. Thoroughly clean the conduits to be filled by resin injection of all loose material. Cleaning methods include, but are not limited to compressed air and flushing with clean water.

Once the conduit is exposed and the manhole and conduits cleaned, fill all existing voids in the conduit with a polyurethane injection adhesive. Use the minimum pressure required to obtain the desired travel, filling, and sealing of the conduit. Use a mix water to resin ratio of 1:1 unless otherwise approved by the Contracting Officer. Anticipate providing surface seals to contain the injection resin.”

3) SECTION 01 22 00 MEASUREMENT AND PAYMENT: Add the following new paragraphs after paragraph 1.5.4.2:

“1.5.5 Upper Guide Wall 1 Concrete Repair Payment will be made for furnishing all materials, equipment and labor and performing all operations necessary for removing the Upper Guide Wall 1 Concrete and replacing with new concrete to the original dimensions as shown and specified. Work shall include, but not be limited to, removal and proper offsite disposal or recycling of existing concrete to expose sound concrete, preparing concrete surfaces to receive new concrete, designing and placing formwork, installing contraction and expansion joints, installing reinforcing and dowels, and placing, finishing, and curing new concrete. Additional work including, but not limited to, the use of admixtures and measures required for concrete placement and curing in cold or hot weather conditions are incidental to the price bid. This bid item covers the removal and replacement of up to 20 cubic yards concrete. The quantity does not include the surface repair of 4 inches of concrete.

1.5.3.2 Unit of Measure

Unit of measure: job.”

4) Add the attached Specification Section to the Contract Documents: SECTION 26 05 00 COMMON WORK RESULTS FOR ELECTRICAL to the existing specifications. This section is added to cover the grounding requirements for the tow rail assembly.

5) Delete the existing PRICE SCHEDULE and replace with the attached PRICE SCHEDULE. The revised PRICE SCHEDULE adds bid item 0012 UPPER GUIDE WALL 1 CONCRETE REPAIR.

6) SECTION 01 33 00 SUBMITTAL PROCEDURES: Delete the existing Submittal Register that follows the section and replace with the attached submittal register that incorporates the new electrical submittals.

The following have been modified:

PRICE SCHEDULE

LOCK AND DAM NO. 6 UPPER GUIDE WALL

TRAVELING MOORING BITT SYSTEM REHABILITATION

Item Description Quantity Unit Unit Price Amount

0001 PERFORMANCE AND PAYMENT BONDS 1 JOB ___________ ____________

0002 REMOVALS 1 JOB ___________ ____________

0003 CONCRETE REHABILITATION 1 JOB ___________ ____________

0004 SHOP LOAD TESTING 1 JOB ___________ ____________

0005 GROUTING ABANDONED CONDUITS

0005AA FIRST 30 GALLONS 30 GAL ___________ ____________

0005AB OVER 30 GALLONS 15 GAL ___________ ____________

0006 CRACK REPAIR

0006AA FIRST 40 GALLONS 40 GAL ___________ _____________

0006AB OVER 40 GALLONS 15 GAL ___________ _____________

0007 RAIL SUPPORT ASSEMBLY FABRICATION 270 EA ___________ _____________

0008 RAIL SUPPORT ASSEMBLY INSTALLATION 235 EA ___________ _____________

0009 TOW HAUL RAIL 712 LF ___________ _____________

0010 BEGIN AND END STOPS 2 EA ___________ _____________

0011 TRAVELING MOORING BITTS 2 EA ___________ _____________

0012 UPPER GUIDE WALL 1 CONCRETE REPAIR 1 JB ___________ _____________

TOTAL AMOUNT (CLINS 0001 - 0012) ___________________________

TRAVELING MOORING BIT

SECTION TABLE OF CONTENTS

DIVISION 26 - ELECTRICAL

SECTION 26 05 00.00 40

COMMON WORK RESULTS FOR ELECTRICAL

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.3 SUBMITTALS

PART 2 PRODUCTS

2.1 EQUIPMENT

2.1.1 Wire

2.1.2 Non Metallic Cable Gland

2.1.3 Exothermic Weld of Copper Wire

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Protection of Existing Wires and Cables

3.1.2 Exothermic Weld Quality

3.2 FIELD QUALITY CONTROL

-- End of Section Table of Contents --

SECTION 26 05 00.00 40 Page 1

SECTION 26 05 00.00 40

COMMON WORK RESULTS FOR ELECTRICAL

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.

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE Stds Dictionary (2009) IEEE Standards Dictionary: Glossary of Terms & Definitions

1.2 DEFINITIONS

a. Unless otherwise specified or indicated, electrical and electronics terms used in these specifications, and on the drawings, are as defined in IEEE Stds Dictionary.

b. The technical sections referred to herein are those specification sections that describe products, installation procedures, and equipment operations and that refer to this section for detailed description of submittal types.

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-03 Product Data

Wire; G, ELE Non Metallic Cable Gland; G, ELE Exothermic Weld Kits; G, ELE

SD-06 Test Reports

Continuity Test; G, ELE

PART 2 PRODUCTS

2.1 EQUIPMENT

Provide the standard cataloged materials and equipment of manufacturers regularly engaged in the manufacture of the products. For material and equipment submittals, show manufacturer's style or catalog numbers, specification and drawing reference numbers, warranty information, and fabrication site.

SECTION 26 05 00.00 40 Page 2

2.1.1 Wire

Use bare copper for ground wire. The wire shall be soft drawn #2 AWG, 7 strand type. Submit manufacturers data for the ground wire.

2.1.2 Non Metallic Cable Gland

The cable gland shall be used for protecting the ground conductor exiting the existing wire way duct. The cable gland shall be non-metallic outdoor rated trade size 1/2 inch or 3/4 inch and accommodate the #2 AWG ground.

Submit manufacturers product literature for the proposed Non Metallic Cable Glands to be used.

2.1.3 Exothermic Weld of Copper Wire

Use industry standard exothermic welding for connections between the existing copper ground conductors and the new copper ground wire jumpers and from the copper ground jumpers to the steel surface of the lock tow rail armor. Provide suitable molds, materials and protection to adjacent conductors in the existing wire duct. The basis of design is "CAD WELD" materials and molds. Submit the proposed exothermic weld kits and procedures.

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Protection of Existing Wires and Cables

Ensure that exothermic welds are done in a manner to protect existing adjacent wires and cables. Demonstrate a first piece inspection showing the protection materials and methods.

3.1.2 Exothermic Weld Quality

Exothermic welds of the copper ground wire to existing copper ground wire and to the steel armoring shall be free of pock holes with a smooth finish.

Welds to steel shall be proof tested with hammer blows. The finished weld shall not come apart.

3.2 FIELD QUALITY CONTROL

After installation and splicing Perform a ground wire continuity test.

Measure ground continuity between the ground conductor in the wire duct to the steel armor using a multimeter set to Ohms. The resistance shall read less than 1 ohm. Submit a report showing test results including date, person doing the test, and readings at each ground jumper location.

-- End of Section --

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W912ES-18-R-0006

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01 14 00.00 13 SD-01 Preconstruction Submittals

3.7 GSite Security TWIC Plan

01 32 01.00 13 SD-01 Preconstruction Submittals

3.4.1 GInitial Project Schedule

3.4.2 G CORPeriodic Updates

SD-04 Samples

3.3 GSoftware

SD-06 Test Reports

3.3.5 GDaily Quality Control Reports

01 35 26 SD-01 Preconstruction Submittals

1.7 GAccident Prevention Plan (APP)

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

1.12.2 GAccident Reports

1.12.3LHE Inspection Reports

SD-07 Certificates 1.6.1.3Crane Operators/Riggers

1.7.2.1 GStandard Lift Plan

1.7.2.2 GCritical Lift Plan

1.8Activity Hazard Analysis (AHA) 1.9.1Hot Work Permit 1.12.4Certificate of Compliance

01 45 04.00 13 SD-01 Preconstruction Submittals

3.2.1 GQuality Control Plan (QCP)

SUBMITTAL REGISTER

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

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 10 PAGES

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01 45 04.00 13 GCQC System Manager Qualifications and Experience

01 50 02.00 13 SD-02 Shop Drawings Site Plan

SD-06 Test Reports Formaldehyde Emission Test Results

01 57 20.00 13 SD-01 Preconstruction Submittals

1.7 G ENVEnvironmental Protection Plan

01 78 02.00 10 SD-11 Closeout Submittals G GENAs-Built Drawings

02 41 00 SD-01 Preconstruction Submittals

1.12 GExisting Conditions

1.8 GDemolition plan

SD-07 Certificates

1.9 GNotification

02 83 13.00 20 SD-01 Preconstruction Submittals

1.6.2.3 G SOOccupational and Environmental

Assessment Data Report

1.6.2.2 G SOLead Compliance Plan

1.6.1.1 G SOCompetent Person

1.6.1.2 G SOTraining Certification

1.6.2.8 G SOLead waste management plan

3.5.2.1 G SOWritten evidence

1.6.2.4 G SOMedical Examinations

SD-06 Test Reports

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02 83 13.00 20 1.6.2.3Sampling results 1.6.2.3Occupational and Environmental

Assessment Data Report SD-07 Certificates

1.6.1.3Testing laboratory 3.5.1.1Clearance Certification

SD-11 Closeout Submittals 3.5.2.1hazardous waste manifest

03 01 32 SD-01 Preconstruction Submittals

1.6 G MATConcrete Demolition, Removal, and Repair Plan

1.6 G MATConcrete Demolition, Removal, and Repair Plan

1.7 G STRWastewater Control Plan

3.3 G STRWastewater Control Plan

1.8.1.1 G STRContractor Qualifications

1.8.1.2 G STRWorker Qualifications

1.8.1.3Testing Technicians

SD-03 Product Data

2.1.2.1 G MATEpoxy Resin Binder

2.1.1.1 G MATPolyurethane Injection Adhesive

2.1.2Epoxy Resin Materials

2.1.2.3 G MATLow Viscosity Structural Epoxy

SD-04 Samples Field-Molded Sealants And Primer

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03 01 32 SD-06 Test Reports 2.1.2.2Epoxy Grout

G MATPlan for Filling Remaining Voids SD-08 Manufacturer’s Instructions

1.3.1Epoxy Injection Adhesive

2.1.1.1 G MATPolyurethane Injection Adhesive

1.8Manufacturer's Material Safety

Data Sheets SD-11 Closeout Submittals

3.7.5 G MATFinal Report

03 31 01.00 10 SD-02 Shop Drawings

G STRReinforcing steel SD-03 Product Data

1.3 G MATConcrete Mix Designs

2.2 G MATBatch Plant

2.2.5Concrete Mixers 2.2.6Conveying Equipment 2.2Placing Equipment

3.2.2 G MATConstruction Joint Treatment

G MATCementitious Materials, Admixtures, and Curing Compound

2.1Nonshrink Grout 2.1.5.1Wet-Cure Sheeting Materials 2.1.5.2Membrane-Forming Curing

Compound

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03 31 01.00 10 SD-05 Design Data

3.1 G MATConcrete Placement and

Protection Plan

3.1 G MATConcrete Placement and

Protection Plan

3.3.1 G MATCold Weather Concrete

Placement and Protection Plan

3.3.2 G MATHot Weather Concrete Placement

and Protection Plan SD-06 Test Reports

2.1.2 G MATAggregates

2.1Mill Test Reports 3.9Tests and Inspections

3.9.2.3 G MATQuality of Aggregates

2.1.4 GWater

3.9.2.9Mixer Uniformity

SD-07 Certificates 1.5Concrete Field Testing

Technicians 1.5Concrete Construction Inspector

(CCI)

2.1.1Cementitious Materials

05 50 13.00 13 SD-01 Preconstruction Submittals

3.3 G STRInstallation Plan

1.7.1 GErecting Engineer Qualifications

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05 50 13.00 13 1.5 GWelder, Welding Operator, and Tacker Qualification

GCertified Coating Inspector

1.7.4 GAdhesive Anchor Installation

Certification

1.7.6 GCoating Thickness Gage

Qualification

1.7.3 G STRWelding Procedure Qualifications

G STRWelding Procedure G STRWeld Inspector Qualifications

SD-02 Shop Drawings G STRFabrication Drawings for Rail

Supports SD-03 Product Data Rail Supports

GAcrylic Adhesive Manufacturer's Product Data Sheet

2.3 GPaint System Manufacturer's

Product Data Sheet

2.2.5 GWear Strips

SD-04 Samples

G STRRail Clip Assembly G STRManufacturer's Standard Color

Charts

2.3 GPainting Product Samples

3.1Coating Inspection Forms

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05 50 13.00 13 SD-06 Test Reports 3.3.2Anchor Bolt Pullout Tests

3.3.3.1.1 GReport of Proposal

3.3.3.1.2 GReport of Test Part 2

3.1Coating Inspection Reports

3.3.3 G STRShop Load Testing

3.3.3.1 G STRShop Load Testing

3.3.3.2 G STRShop Load Testing

SD-07 Certificates 3.3.7Traveling Mooring Bitt Field

Testing 26 05 00.00 40 SD-03 Product Data

2.1.1 G ELEWire

2.1.2 G ELENon Metallic Cable Gland

2.1.3 G ELEExothermic Weld Kits

SD-06 Test Reports

3.2 G ELEContinuity Test

34 11 19.00 20 SD-04 Samples

1.3.6 GOperator Qualification Welds

1.3.6 GProcedure Qualification Welds

SD-06 Test Reports

3.2.2 GUltrasonic Tests

3.2.3 GHardness Tests

SD-07 Certificates 3.1.1Rails

1.3 GQualification

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34 11 19.00 20 1.3.5 GWelding Procedure

1.3.3.3 GCold Weather Welding

Procedures

1.3.3.3 GWet Weather Welding

Procedures 3.2.1Correction 3.1.1Rail Preparation

SD-08 Manufacturer’s Instructions 1.3.4Thermite Kit

SD-11 Closeout Submittals 3.1.8Joint Records

35 05 40.17 SD-01 Preconstruction Submittals GAssembly, Arrangement, and

Installation Plan SD-02 Shop Drawings

3.6 GSelf-lubricated Component Shop

Drawings

SD-03 Product Data

2.1 GSelf-Lubricated Materials Product

Data SD-07 Certificates

1.4 GManufacturer's Qualifications

1.6Self-Lubricated Material

Manufacturer's Warranty Release Agreement FCB Material Certifications

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 9 OF 10 PAGES

TRAVELING MOORING BIT

35 05 40.17 SD-09 Manufacturer’s Field Reports

3.5Acceptance Test Report 3.3Post-Assembly QC Report

SD-10 Operation and Maintenance Data

3.6 GOperation and Maintenance

Manuals

35 11 50.13 SD-01 Preconstruction Submittals GSchedule of Welding Procedures

Qualification Of Welders SD-02 Shop Drawings

GShop Drawings 1.6Markings

SD-03 Product Data 1.5Shop Assembly

SD-06 Test Reports Nondestructive Test Reports

SD-07 Certificates GWeld Inspector Qualifications GWelder Certification

1.7Warranty SD-10 Operation and Maintenance Data

GOperating and Maintenance Instructions

SUBMITTAL REGISTER

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

TRAVELING MOORING BIT

35 11 50.13 SD-11 Closeout Submittals GAs-Built Drawings

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3.2 FIELD QUALITY CONTROL