W912P5-17-B-0012-0001_Amendment.pdf

W38XDD71178980

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: Mooring Cell Construction for Wheeler Lock The purpose of this amendment is to:

1. Publish the Pre-bid site visit minutes

2. Answ er questions from the site visit and solicitation

3. Update Plans, Draw ing 10W500 and Technical Specifications

4. Update Bid Schedule to reflect Performance and Payment Bonds for Option 1

5. Update and renumber CLINS to include Performance and Payment Bonds for Option 1

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 12

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

16C. DATE SIGNED

BY 07-Sep-2017

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 W912P517B0012

X 9B. DATED (SEE ITEM 11)

14-Aug-2017

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

07-Sep-2017

CODE

CONTRACTING DIVISION (DAB)

110 9TH AVENUE SOUTH, RM A680

NASHVILLE TN 37203

W912P5 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P517B0012

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

GFP SITE VISIT MINUTES

CELRN-RC-N 1 September 2017

MEMORANDUM FOR RECORD

SUBJECT: Minutes for Nashville Barkley Lock Site Visit for Wheeler and Pickwick Lock Mooring Cell Construction Solicitations (W912P5-17-B-0012 and W912P5-17-B-0011) Pre-Bid Meeting/Site Visit

1. Purpose: To summarize the Pre-Bid Meeting and Site Visit held on 22 August 2017 at Barkley Lock, Grand Rivers, KY for Wheeler and Pickwick Locks Mooring Cell Construction Projects. The Barkley Lock site visit was to provide potential bidders a chance to view the Government furnished sheet pile required to be utilized in the construction of the mooring cells which is stored at Barkley Lock.

2. Attendees:

Government:

Mr. Michael Light, Civil Engineer Mr. Cuong Vo, Civil Engineer Mr. Brad Bishop, Civil Engineer Mr. John Reed, Engineer Mr. Barry Cunningham, Scheduler Mr. Martin Lockard, Cost Engineer Mr. Jamie Nabakowski, Civil Engineer Mr. Thomas Anderson, Construction Support Engineer Mrs. Debra Barlow, Contract Specialist

Contractors/Other Attendees:

Mr. Gilbert (Bubba) Doss, Bubba’s Marine Mr. Mark Trousdale, Bubba’s Marine Mr. Steve Hawthorne, Southern Marine Mr. Denny Burns, Patton-Tully Mr. Heath Burns, Patton-Tully Mr. Brian Foertsch, Foertsch Construction Group Mr. Jeff Hollback, C.J. Mahan

3. Summary of Discussions: The Government started the meeting at 10:00 a.m. Central Time with a brief overview of the projects and contracting requirements.

a. INTRODUCTIONS: Government employees/other attendees introduced themselves and attendees signed-in.

b. Solicitations W912P5-17-B-0011 and W912P5-17-B-0012, Mooring Cell Construction for Pickwick and Wheeler Locks are firm fixed price contracts with 100% Small Business Set-aside.

c. QUESTIONS: Questions were addressed to the best of the Government’s ability, but anything said at the Pre-Bid Meeting or Site Visit are considered not official unless it is in writing in any amendments issued to the solicitations. Questions shall be in writing and sent to Debra Barlow via email at debra.a.barlow@usace.army.mil no later than 28 August 2017 at 10:00 AM Central Time for Wheeler (W912P5-17-B-0012) and 29 August 2017 at 10:00 AM Central Time for Pickwick (W912P5-17-B- 0011). Questions received after these deadlines will not be addressed.

(1) An amendment will be posted for each solicitation with the information and questions from the meeting on www.fbo.gov website. As of 31 August 2017; the Government received twenty-six (26) questions pertaining to the Wheeler solicitation and forty (40) questions pertaining to the Pickwick solicitation.

d. SOLICITATION OVERVIEW:

(1) Bids are due on 15 September 2017 at 10:00 AM Central Time for Wheeler (W912P5-17- B-0012) and 15 September 2017 at 1:00 PM Central Time for Pickwick (W912P5-17-B-0011).

(2) Bids may be sent either by postal service or courier.

(3) The resulting contracts will be firm fixed price construction which means all costs, including administrative, need to be included in the line items.

(4) Award shall be made to the lowest priced contractor who is determined to be responsive and responsible. Bids must meet or exceed the technical specifications to be considered for award.

(5) To be awarded either of these contracts, Contractors will have to be registered in SAM

(System for Award Management, www.sam.gov).

(6) Contractors MUST include in their Bid a signed copy of the SF 1442. Contractors also MUST acknowledge all amendments (if applicable).

(7) The instructions for preparing Bids can be found in the Bid Instructions section of the solicitations.

e. Comments from Technical:

(1) No technical questions were asked during the site visit.

4. Attendees toured the site which ended approximately at 11:00 A.M. Central Time.

QUESTIONS AND ANSWERS

Questions and Answers for the Wheeler Lock Mooring Cell Construction W912P5‐17‐B‐0012

1. Question: The solicitation is classified with NAICS Code 238120 ‐ Structural Steel and Precast Concrete Contractors. We feel that NAICS Code 237990 would be a closer representation for the work being performed.

We respectfully request that the NAICS Code be 237990 be added as a NAICS Code for this project?

Answer: The NAICS code selected for this solicitation is supported by historical procurement data and current market research. Accordingly, the NAICS Code will not be changed.

2. Question: Due to the smaller size of the project, can the Quality Control (QC) and the Site Safety and Health

Officer (SSHO) be the same person?

Answer: No. The roles and responsibilities of the SSHO cannot be combined with another position and, instead should be a stand‐alone position.

3. Question: An additional eight (8) sheets (360 linear ft) per cell may be taken as a precaution. The dimensions stated above do not equal eighty (80 linear ft) sheets, please clarify that we will be able to take an addition eight (8) sheets @ eighty (80 linear ft).

Answer: The Contractor will be permitted an additional eight (8) sheets (80 linear feet) per cell.

4. Question: The number of sheets specified for the sheet pile cell in the solicitation is seventy‐six (76) sheets for a

40’‐8” diameter sheet pile cell. The manufacturer of current PS 27.5 sheets specifies seventy‐eight (78) sheets for a 40’‐8” diameter sheet pile cell. Will the COE please provide clarification on the correct number of sheets to complete the sheet pile cell?

Answer: Reference Amendment 0001. The plans were revised to reflect the correct number of sheets to complete the sheet pile cell; which is 78 sheets.

5. Question: Where will signs be placed?

Answer: Reference Amendment 0001. The plans and specifications were revised to remove the sign requirements.

6. Question: Will the Corps move, or allow to be moved, miscellaneous materials along the shoreline in order to access sheet‐pile?

Answer: The Contractor will be permitted to move miscellaneous materials along the shoreline, but such movement shall be coordinated with the Government at least two (2) weeks prior and a representative of the Government must be present when such materials are moved.

7. Question: What is acceptable tolerance of cell locations for either underwater obstructions or just general placement?

Answer: Cell shall be moved 20 feet in an East West direction along the bank of the channel, but cannot be moved closer to the shoreline. Furthermore, if the option for second cell is exercised, distance between cells shall remain at 500 feet.

8. Question: Dredging a.) Section 31‐23‐00, Part 1.4.3 – Dredging of spoils: “The Contractor shall remove a 50’ diameter x 3’ height of overburden centered at the future cell locations.” Then, “An inspection must be made of the interior surface prior to placement of the Tremie concrete seal.”

b.) Section 1.4.4 – “Visual inspection of the rock creating any anomalies.”

c.) Section B‐B shows top of overburden at 512’ elevation, top of dredged area at 509’ elevation, bottom of concrete seal at 509’ elevation, and rock at 503.5’ elevation, leaving 5.5’ of overburden inside the cell area.

Please clarify the purpose of the dive inspection and visual inspection of rock. Also, will removal of all overburden inside the cell area be required?

Answer: Reference Technical Specification Section 03 31 01, Part 3.1.1 for additional information concerning the purpose of the dive and visual inspections. Furthermore, pursuant to Technical Specification Section 31‐23‐ 00, only two (2) feet of overburden will be removed over the entire cell area prior to placement of sheet piles.

No additional overburden inside the cell area will be required to be removed.

9. Question: Due to the nature and purpose of the Tremie concrete seal, can this be done in multiple pours, if needed?

Answer: No, the Tremie concrete seal shall be created using single pour.

10. Question: Will floating plants be allowed to stay on‐site 24 hours per day, or will they be required to be moved in and out daily?

Answer: The Contractor will be permitted to leave floating plants at the site 24 hours a day throughout the duration of the project, including overnight and weekends.

11. Question: Section 31‐41‐16, Part 3.2.2.2 – Driving. B. Use cast steel shoe to prevent damage to the tip of the sheet‐piling.” The plans do not show shoes; please clarify.

Answer: The contract does not require use of impact hammers. However, if the contractor proposes using impact hammers, the contractor shall submit; for Government approval, a sheet pile protection plan after contract award but prior to the start of pile driving.

12. Question: Will splicing of horizontal bands be allowed? If so, does the Corps have a required splicing detail?

Answer: Splicing of horizontal bands will be allowed; however; splices on adjacent bands must be staggered a minimum of 10’ horizontal distance between splices. Reference Amendment 0001. The plans and specifications were revised to include a horizontal fender splice detail.

13. Question: Plan drawings show bottom of lower horizontal fender to be at approximately 551’ elevation.

According to the TVA website data and information on the hydro‐survey data, there are very limited number of days to install these lower bands above water. Also, some flood events decrease these available days.

Depending on when the government issues the notice to proceed, and whether or not Option #1 is accepted and notice to proceed issued, this could push the construction schedule into the Spring “high‐water period.” In this circumstance, would the contractor be allowed to postpone placements of the bands until the following Fall/Winter season? Or will underwater welding of the bands be allowed? Will these high‐water days be counted as weather days and extend the Contractor’s performance days?

Answer: Underwater welding will not be allowed on the horizontal bands. The work under this contract is also subject to Section 00800 ‐ Special Contract Requirements; paragraph 4, Time Extensions for Unusually Severe Weather.

14. Question: Plan elevation A‐A shows bottom of fender to be at the 549.5’ elevation and top at 557.5’ elevation;

please clarify bolt location for fender, and will underwater welding of spacer plates be allowed?

Answer: Bolt locations shown on Detail E – MK 4. Reference Amendment 0002. Plan elevation A‐A has been revised. Vertical fenders will not be on top of horizontal bands; therefore, welding is not required.

15. Question: Will Quality Assurance Representative be allowed to discuss minor discrepancies on drawings and specifications?

Answer: The Government Quality Assurance Representative (QAR) will be able to discuss minor discrepancies on drawings and/or specifications. However, the QAR is not authorized to change the contract. Instead, if changes are required, such changes will be directed via a modification issued by the Contracting Officer.

16. Question: Painting silver striping: a portion of the painting required will be at elevations that are underwater throughout most of the year. Please clarify.

Answer: All paint will be between horizontal fenders. Above elevation 552.75 (top of lower horizontal band)

17. Question: In the Solicitation, Offer, and Award, Section 14 requires a “Code” and “Facility Code.” Does the

Contractor provide these codes?

Answer: When submitting a bid, prospective contractors should identify their Cage Code where the Solicitation requests a “Code” or “Facility Code”.

18. Question: Will questions about the bid submittal be allowed up until the submittal date?

Answer: No. In accordance with Solicitation, Section 00100, Instructions to Bidders, Paragraph 1.10, the Government is not required to answer questions submitted after 28 August 2017.

19. Question: On the Bid Schedule, Line 0002 requires bid and performance bond costs to be broken out. In the event Option #1 is chosen, where does the bid and performance bond cost go?

Answer: The Bid Schedule and Line Items have been updated to reflect the inclusion of performance and payment bonds with Option 1; now Line Item 0006 for the Construction of Wheeler Cell #2. Option 2; return of Cell #2 Sheet Piles is now Line Item 0007.

20. Question: If responses to questions submitted generate additional questions, will Contractor be allowed to submit additional questions?

Answer: See the Government’s Response to Question # 18.

21. Question: Does Ronnie Pearson; the Government’s Quality Assurance Representative, need an office on site?

Answer: No, the Contractor is not required to provide office or desk space for any Government personnel.

22. Question: Can the Contractor leave the floating plant over night or over the weekend at the site?

Answer: See the Government’s Response to Question # 10.

23. Question: Is there a location for the Contractor to place supplies and materials coming off of trucks at or near the work site?

Answer: No.

24. Question: Can the Contractor bring a forklift to move materials at the laydown area out of the way in order to access the needed sheet piles?

Answer: The Corps will allow miscellaneous materials to be moved by contractor. Corps will need to be present to direct where material can be moved. The Corps will need at least two weeks notification to schedule available employees.

25. Question: If one (1) Contractor is awarded both Mooring Cell Construction projects; Wheeler and Pickwick, will there be an allowed delay is starting the projects?

Answer: No. The Contractor will be required to start the projects within the timeframes specified in each separate contract after receiving notice to proceed.

26. Question: What is the depth and shape of the channel bottom at the Barkley laydown area?

Answer: USACE does not have the data necessary to describe the depth of water or shape of channel bottom adjacent to the Barkley Laydown Area. However, there is a public boat ramp 275 feet from the laydown site that Bidders may use to access the area for investigation. Any bidders investigating the area by boat shall provide their own means of access and comply with Federal, State, and Local Boating regulations.

WHEELER SITE VISIT MINUTES

CELRN-RC-N 1 September 2017

MEMORANDUM FOR RECORD

SUBJECT: Minutes for Nashville Wheeler Lock Site Visit for Mooring Cell Construction Solicitation (W912P5-17-B-0012) Pre-Bid Meeting/Site Visit

1. Purpose: To summarize the Pre-Bid Meeting and Site Visit held on 23 August 2017 at Wheeler Lock, Rogersville, AL.

2. Attendees:

Government:

Mr. Michael Light, Civil Engineer Mr. Josh Miles, Wheeler Lock Representative Mr. John Reed, Engineer Mr. Jamie Nabakowski, Civil Engineer Mr. Ronnie Pearson, Wheeler Lock Representative

Contractors/Other Attendees:

Mr. Gilbert (Bubba) Doss, Bubba’s Marine Mr. Mark Trousdale, Bubba’s Marine Mr. Steve Hawthorne, Southern Marine Mr. Denny Burns, Patton-Tully Mr. Heath Burns, Patton-Tully Mr. Brian Foertsch, Foertsch Construction Group Mr. David Foertsch, Foertsch Construction Group Mr. Jeff Hollback, C.J. Mahan Mr. Kyle Allen, Massman Construction

3. Summary of Discussions: The Government started the meeting at 9:00 a.m. Central Time with a brief overview of the projects and contracting requirements.

a. INTRODUCTIONS: Government employees/other attendees introduced themselves and attendees signed-in.

b. Solicitation W912P5-17-B-0012, Mooring Cell Construction for Wheeler Lock is a firm fixed price contract with 100% Small Business Set-aside.

c. QUESTIONS: Questions were addressed to the best of the Government’s ability, but anything said at the Pre-Bid Meeting or Site Visit are considered not official unless it is in writing in any amendment issued to the solicitation. Questions shall be in writing and sent to Debra Barlow via email at debra.a.barlow@usace.army.mil no later than 28 August 2017 at 10:00 AM Central Time. Questions received after these deadlines will not be addressed.

(1) An amendment will be posted with the information and questions from the meeting on www.fbo.gov website. As of 31 August 2017; the Government received twenty-six (26) questions pertaining to the solicitation.

d. SOLICITATION OVERVIEW:

(1) Bids are due on 15 September 2017 at 10:00 AM Central Time.

(2) Bids may be sent either by postal service or courier.

(3) The resulting contract will be a firm fixed price construction; which means all costs, including administrative, need to be included in the line items.

(4) Award shall be made to the lowest priced contractor who is determined to be responsive and responsible. Bids must meet or exceed the technical specifications to be considered for award.

(5) To be awarded this contract, Contractors will have to be registered in SAM (System for Award

Management, www.sam.gov).

(6) Contractors MUST include in their Bid a signed copy of the SF 1442. Contractors also MUST acknowledge all amendments (if applicable).

(7) The instructions for preparing Bids can be found in the Bid Instructions section of the solicitation.

e. Comments from Technical:

(1) No technical questions were asked during the site visit.

4. Attendees toured the site which ended approximately at 10:00 A.M. Central Time.

SECTION 00010 - SOLICITATION CONTRACT FORM

CLIN 0006

This CLIN has been renumbered to CLIN 0007.

CLIN 0006 is added as follows:

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0006 1 Job OPTION Performance and Payment Bonds

FFP

For Funding Purposes Only. Bidders should submit pricing on the Bid Schedule.

FOB: Destination

PURCHASE REQUEST NUMBER: W38XDD71178980

NET AMT

DELIVERIES AND PERFORMANCE

The following Delivery Schedule Item has been deleted from CLIN 0006:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

15 dys. ANP 1 WKY/A, LOCKMASTER, BARKLEY LOCK

CALEB SKINNER

US ARMY CORPS OF ENGINEERS

758 BARKLEY DAM ROAD

GRAND RIVERS KY 42045-9802

270 362 4222

W912P5

The following Delivery Schedule item has been added to CLIN 0006:

CAGE

10 dys. AOE 1 CONTRACTING DIVISION (DAB)

DEBRA BARLOW

110 9TH AVENUE SOUTH, RM A680

NASHVILLE TN 37203

(615) 736-7933

The following Delivery Schedule for CLIN 0007 has been added:

CAGE

15 dys. ANP 1 WKY/A, LOCKMASTER, BARKLEY LOCK

CALEB SKINNER

US ARMY CORPS OF ENGINEERS

758 BARKLEY DAM ROAD

GRAND RIVERS KY 42045-9802

270 362 4222

INSPECTION AND ACCEPTANCE

The following Acceptance/Inspection Schedule was added for CLIN 0006:

INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

Destination Government Destination Government

SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

The following have been modified:

BID SCHEDULE

Solicitation No. W912P5-17-B-0012 Construction of Mooring Cells Wheeler Lock & Dam Lauderdale County, Alabama.

BID SCHEDULE

ITEM

NO.

DESCRIPTION EST.

QTY

UNIT

UNIT PRICE

ESTIMATED

AMOUNT

BASE

0001 Mobilization and Demobilization 1 Job

0002 Performance and Payment Bonds 1 Job

0003 Retrieval of Required Sheet Piles 1 Job

0004 Construction of Wheeler Cell #1

1 Job

TOTAL ESTIMATED AMOUNT

Option 1

0005 Construction of Wheeler Cell #2 1 Job

0006 Performance and Payment Bonds 1 Job

Option 2

0007 Return of Cell #2 Sheet Piles 1 Job

TOTAL ESTIMATED AMOUNT (base + options) $

52.252-3 ALTERATIONS IN SOLICITATION (APR 1984)

Portions of this solicitation are altered as follows:

Project: Mooring Cell Construction for Wheeler Lock The purpose of this amendment is to:

1. Publish the Pre-bid site visit minutes

2. Answer questions from the site visit and solicitation

3. Update Plans, Drawing 10W500 and Technical Specifications

4. Update Bid Schedule to reflect Performance and Payment Bonds for Option 1

5. Update and renumber CLINS to include Performance and Payment Bonds for Option 1

All other terms and conditions remain unchanged.

(End of Provision)

SECTION 00700 - CONTRACT CLAUSES

The following have been modified:

252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall--

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general--

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

Plans: W912P517B0012 Wheeler Mooring Cells

DWG. No. Title

02- L 3-WO1 WH EELER PROJ ECT I ND EX

02- L 3-W02 BAR K LEY STOR AGE YAR D , QUAN T I T I ES AND L OCA T I ONS

02- L 3-W03 TRM 275 WH EELER LOCA T I ON , AER I ALS & BOR I NGS

10W500 TRM 275.7 & TRM 275.8, WHEELER DES I GN , I NSTA L L A T I ON OF NEW CELL S

02- L 3-W04 WH EELER RESERVO I R , HYDRAUL I C DA TA

02- L 3-W05 TRM 275.7 WHEELER I BOR I NGS, SO I L PROF I L ES

02- L 3-W06 TRM 275.8 WHEELER 2 BOR I NGS, SO I L PROF I L ES

(End of clause)

(End of Summary of Changes)