AMD_0005_W912P6-18-B-0016.pdf

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USACE-CHICAGO DISTRICT'S Ambridge Neighborhood Sewer Rehabilitation in Gary, Indiana
Solicitation number
W912P618B0016
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AMENDMENT 0005

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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

REFERENCE: W912P6-18-B-0016 AMBRIDGE SEWER REHAILITATION, GARY, IN

A. In reference to Amendment No. 0003 (issued on 6 September 2018), due to a computer glitch that occurred in the contracting database used to generate contract documents, the Amendment Numbering advanced, thereby skipping Amendment No. 0002. Therefore, as of the date of this Amendment, only 3 Amendments have been issued and need to be acknow ledged; they are numbered as Amendment No. 0001, Amendment No. 0003 AND this Amendment No. 0004.

B. THE BID OPENING DATE AND TIME REMAINS UNCHANGED BY THIS AMENDMENT; therefore, bids shall be provided prior to 2:30 p.m.

(Central Time) on September 24, 2018.

C. Point of Contact for this Amendment is Anita R. Simpkins at (312) 846-5370 or at anita.r.simpkins@usace.army.mil. -- Additional revisions follow on the next pages.--

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 12-Sep-2018

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 W912P618B0016

X 9B. DATED (SEE ITEM 11)

24-Aug-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.

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

6. ISSUED BY

3. EFFECTIVE DATE

12-Sep-2018

CODE

U.S. ARMY ENGINEER DISTRICT, CHICAGO

231 SOUTH LASALLE STREET SUITE 1500

CHICAGO IL 60604-1437

W912P6 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P618B0016

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SUMMARY OF CHANGES

The following have been modified:

A. AMENDED Solicitation Section:

- IMPORTANT BID NOTES - INSTRUCTIONS TO BIDDERS -This Amendment adds a new item to be furnished with the Bid Package, wherein a preaward survey form shall be completed. Accordingly, Solicitation SECTION 00 21 13, paragraph 2.f. has been added.

“f. PRE-AWARD SURVEY QUESTIONNAIRE FORM: The Bidder is required to fully complete and submit along with the aforementioned items, the enclosed Pre-Award Survey Questionnaire Form,” Along with its Bid.

B. AMENDED SPECIFICATION SECTIONS: None

C. AMENDED PLAN SHEETS/SECTIONS: None

D. The attendance sheet from the scheduled Pre-Bid meeting, held on Friday, September 7, 2018 which was scheduled at 10:00am is attached.

E. For informational purposes, Contractor's may obtain a Sewer Video by contacting Cynthia Fort at phone # 317-547-5580 or by cfort@structurepoint.com. The USACE is not the owner of this video; therefore, it is not responsible for the contents of this video.

mailto:cfort@structurepoint.com

PREAWARD SURVEY INFORMATION

(RE: Subparts 9.104-1 and 9.105-1 of the Federal Acquisition Regulation)

CONTRACTOR:

SOLICITATION W912P618B0016, AMBRIDGE SEWER REHAB PROJECT, GARY, IN

Please complete the below form to assist in the completion of a Pre-award Survey:

1. Month and Year started in business:

2. Year and State Incorporated:

3. Key Personnel:

President/Owner :

Vice President/Partner:

Secretary/Treasurer:

4. Number of Full-Time Employees:

5. Surety:

Agency:

Agent:

Address, City & State:

Telephone#:

6. Insurance Company:

Agency:

Agent:

Address, City & State:

Telephone#:

7. Financial Institution Information:

Name of Bank:

Contact Person:

Address, City & State:

Telephone#:

8. References: Provide the names and contact information of three references. Information obtained from references will be used to determine if you have been diligent in the following areas: a) Quality of Work; b) Timely Performance; c) Effectiveness of Management; d) Compliance with Safety Standards; and e) Compliance with Labor Standards.

9. Does your company have any ongoing projects that may cause a problem with completing or beginning performance of the subject project?

END OF FORM

attachments for amd 0004 ambridge.pdf
REV SPECS W912P6-18-B-0006_402660-Forest View_Lyon Levee.pdf
01 10 00
01 10 00 - GENERAL PROVISIONS
01 10 00 - GENERAL PROVISIONS
PART 1 GENERAL
1.1 REFERENCES
1.2 CERTIFICATES OF COMPLIANCE
1.3 RESPONSIBLITY OF THE CONTRACTOR
1.4 SUBMITTALS
1.5 DRUG FREE WORKPLACE
1.6 REAL ESTATE
1.7 CONSTRUCTION SCHEDULE
1.8 CONSTRUCTION PROGRESS PHOTOGRAPHS
1.8.1 Photographic Documentation
1.8.1.1 Digital Photographic Media
1.8.1.2 Photograph Prints
1.8.2 Photography of Specific Work Items
1.8.3 Construction Complete Photographs
1.8.4 Payment and Acceptance
1.9 CONSTRUCTION DOCUMENTATION REPORT CDR
1.9.1 Compilation of the CDR
1.9.2 Additional Requirements
1.10 QUANTITY SURVEYS
1.11 INSPECTION
1.12 CONDITION OF EXISTING STRUCTURES
1.13 PRESERVATION OF HISTORICAL, ARCHAEOLOGICAL AND CULTURAL RESOURCES
1.14 MINIMUM AMOUNT OF INSURANCE REQUIRED
1.15 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER
1.16 PERMITS AND RESPONSIBILITIES
1.17 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS
1.18 COORDINATION WITH OTHERS
1.19 SPECIAL SAFETY REQUIREMENTS
1.20 ONE CALL SYSTEMS FOR EXCAVATORS
1.21 ELECTRICAL POWER LINES
1.22 BORROW/DISPOSAL SITES AND QUARRIES
1.23 TAX EXEMPTION
1.24 PROGRESS MEETINGS
1.25 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS USACE
1.26 SECURITY REQUIREMENTS
1.26.1 CLAUSE 15 - E-Verify Program
PART 2 PRODUCTS NOT USED
PART 3 EXECUTION NOT USED
02 01 20
02 01 20 - PROTECTING EXISTING UNDERGROUNG UTILITIES
02 01 20 - PROTECTING EXISTING UNDERGROUNG UTILITIES
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 PROJECT/SITE CONDITIONS
PART 2 PRODUCTS
2.1 MATERIALS
2.1.1 Controlled Low Strength Concrete Fill
2.1.2 Utilities
PART 3 EXECUTION
3.1 EXAMINATION
3.2 PREPARATION
3.3 PROCEDURES
3.4 COMPACTION
31 32 11
31 32 11 - SOIL SURFACE EROSION CONTROL
31 32 11 - SOIL SURFACE EROSION CONTROL
PART 1 GENERAL
1.1 SUMMARY
1.2 REFERENCES
1.3 SYSTEM DESCRIPTION
1.4 SOIL EROSION AND SEDIMENT CONTROLS
1.4.1 Stripping Limitations
1.4.2 Tree and Wetland Protection
1.4.3 Stormwater Drainage
1.4.4 Final Stabilization Practices
1.4.4.1 Burnoff
1.4.4.2 Protection of Erodible Soils
1.4.5 Structural Practices
1.4.5.1 Silt Fences
1.4.5.2 Culvert Inlet Protection
1.4.6 Stabilized Construction Entrance
1.4.7 Sediment Filter Bag
1.4.8 Erosion Control Blanket
1.4.9 Vegetation and Mulch
1.4.10 Temporary Sediment Trap
1.5 SUBMITTALS
1.6 DELIVERY, STORAGE, AND HANDLING
1.7 WARRANTY
PART 2 PRODUCTS
2.1 COMPONENTS FOR SILT FENCE
2.1.1 Filter Fabric
2.1.2 Silt Fence Stakes and Posts
2.1.3 Mill Certificate or Affidavit
2.2 COMPONENTS FOR CULVERT INLET PROTECTION
2.2.1 MATERIALS
2.2.2 Mill Certificate or Affidavit
2.3 COMPONENTS FOR STABILIZED CONSTRUCTION ENTRANCE
2.4 COMPONENTS FOR SEDIMENT FILTER BAG
2.4.1 Mill Certificate or Affidavit
2.5 COMPONENTS FOR EROSION CONTROL BLANKET
2.5.1 Mill Certificate or Affidavit
PART 3 EXECUTION
3.1 WEATHER CONDITIONS
3.2 FINISHED GRADE
3.3 TREE AND WETLAND PROTECTION
3.4 INSTALLATION OF EROSION CONTROL BLANKET
3.5 INSTALLATION OF SILT FENCE
3.6 INSTALLATION OF CULVERT INLET PROTECTION
3.7 INSTALLATION OF STABILIZED CONSTRUCTION ENTRANCE
3.8 FIELD QUALITY CONTROL
3.9 MAINTENANCE
3.9.1 Silt Fence Maintenance
3.9.2 Culvert Inlet Protection
3.9.3 Temporary Construction Entrance Maintenance
3.9.4 Sediment Filter Bag Maintenance
3.10 INSPECTIONS
3.10.1 General
3.10.2 Inspection Details
3.10.3 Inspection Reports
31 41 16
31 41 16 - METAL SHEET PILING
31 41 16 - METAL SHEET PILING
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 QUALITY ASSURANCE
1.3.1 Material Certificates
1.3.2 Interlocked Joint Tension Test

1.4 DELIVERY, STORAGE, AND HANDLING

PART 2 PRODUCTS
2.1 METAL SHEET PILING
2.1.1 Interlocks
2.1.2 General Requirements
2.2 APPURTENANT METAL MATERIALS
2.3 INTERLOCK HYDROPHILIC WATERSTOP
2.4 TESTS, INSPECTIONS, AND VERIFICATIONS
2.4.1 Materials Tests
2.4.2 Interlocked Joint Strength in Tension Test
PART 3 EXECUTION
3.1 EARTHWORK
3.2 MONITORING AND PRECONSTRUCTION SURVEY
3.3 INSTALLATION
3.3.1 Pile Driving Equipment
3.3.1.1 Driving Hammers
3.3.2 Placing and Driving
3.3.2.1 Placing
3.3.2.2 Driving
3.3.3 Cutting-Off and Splicing
3.3.4 Inspection of Driven Piling
3.3.5 Hydrophilic Waterstop
3.3.6 Pulling and Redriving
3.4 REMOVAL
3.4.1 Pulling
3.4.2 Sorting, Cleaning, Inventorying and Storing

3.5 INSTALLATION RECORDS

Attachment A - PreAward Survey (Forest View).pdf
ATTACHMENT A
Please complete the below form to assist in the completion of a Pre-award Survey:

File details come from the government source that posted it.