W912P5-14-R-0003-0002.pdf

W38XDD33094432

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

Center Hill - Auxiliary Dam Reinforcing Berm and Left Rim Stabilization The purpose of this amendment is to:

1. Post first round of Questions and Answ ers. The due date for questions has been changed to 6 November 2015 at 9:00 AM CT.

2. Revise the Specifications and add Appendix B to the Technical Specifications.

3. Replace one exiting draw ing, Q4-RCC-G-08.1.

4. Post Site Visit Comments and Attendees.

5. Update clause 52.252-3 Alterations in Solicitation.

6. Update clause 252.236-7001 Contract Draw ings and Specifications.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 14

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

16C. DATE SIGNED

BY 30-Oct-2015

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 W912P5-14-R-0003

X 9B. DATED (SEE ITEM 11)

30-Sep-2015

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

30-Oct-2015

CODE

US ARMY CORPS OF ENGINEERS-CELRN-RC-N

DIRECTORATE OF CONTRACTING

110 9TH AVENUE SOUTH, ROOM A680

NASHVILLE TN 37202-1070

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P5-14-R-0003

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:

AMENDMENT 0002

RFP No. W912P5-14-R-0003 Amendment No. 0002

Auxiliary Dam Reinforcing Berm and Left Rim Stabilization Center Hill Reservoir Project

DeKalb County, Tennessee

I. CHANGES TO TECHNICAL SPECIFICATIONS

A. Section 03 37 23 CONCRETE

1. Remove Section 03 37 23 pages 31 and 32, and replace with revised Section 03 37 23 pages 31 and 32.

B. Section 31 00 00 EARTHWORK

1. Remove Section 31 00 00 in its entirety (pages 1 through 15), and replace with revised Section 31 00 00 (pages 1 through 15).

C. Section 31 23 06 BLASTING

1. Remove Section 31 23 06 in its entirety (pages 1 through 30), and replace with revised Section 31 23 06 (pages 1 through 30).

D. Section 32 12 16 HAUL AND ACCESS ROADS

1. Remove Section 32 12 16 in its entirety (pages 1 through 4), and replace with revised Section 32 12 16 (pages 1 through 4).

E. Appendix B – GEOTECHNICAL DATA

1. Add new Appendix B to the set of technical specifications (906 sheets).

II. CHANGES TO CONTRACT DRAWINGS

A. Replace the following drawing with the listed revised drawing:

Previous Revised Drawing No. Drawing No. Description

Q4-RCC-G-08 Q4-RCC-G-08.1 CONTRACTOR WORK LIMITS – RCC REINFORCING

BERM

--- END OF AMENDMENT NO. 0002 TECHNICAL CHANGES---

QUESTIONS & ANSWERS

Questions and Answers – Amendment 0002

1. Question: What safety requirements are there for the left rim excavation?

Answer: Refer to Specifications and EM 385‐1‐1.

2. Question: Are the monuments and grout holes on the left rim platform to be protected during the stabilization work?

Answer: No.

3. Question: What is the purpose of the box conduit painted red at the left rim and can it be removed?

Answer: The red concrete conduit at the left rim contains abandoned electrical conduit and may contain abandoned wiring. The conduit and its contents may be removed.

4. Question: Do we have to mat every shot?

Answer: No, blasting mats are not required on every shot. From Section 31 23 06, para. 3.3.1, "When the Contractor finds it necessary, or the Contracting Officer's Representative so directs, the Contractor shall cover shots with blasting mats." The Contractor should expect to utilize blasting mats on the left rim excavations near Highway 96 and all public roadways, near any excavation site, should be protected from flyrock.

5. Question: Can the blasting specialist and the blaster in charge be the same person?

Answer: No; the Blasting Specialist and the Blaster in Charge shall not be the same person. See

Specification Section 31 23 06 Paragraph 3.4.1, as revised, in amendment 0002, Paragraph I.C.

6. Question: Regarding blasting, is ten feet the maximum thickness we can take in a lift?

Answer: No, only the final shot to grade is restricted to a maximum depth of 10 feet, see Section

31 23 06, para. 3.2.10.

7. Question: Is stick powder required for blasting or can we use bagged Anfo?

Answer: Bagged Anfo will be permitted for production blasting with the Contracting Officer's approval. However, only cartridge explosives may be used for presplitting.

8. Question: What is the time frame on blasting?

Answer: Sequence of blasting within the contract schedule is up to the contractor. There are limitations in the contract as to hours of the day the blasting can occur, see Section 31 23 06, para. 3.2.10.

9. Question: Does the blasting specialist have to be on site and remain on site?

Answer: Yes, the blasting specialist must remain on site during blasting operations.

10. Question: Will you allow a 3‐1/8 inch or a 3‐1/2 inch hole for blasting?

Answer: Production blast holes may have a maximum diameter of 3 ½ inches, see Section 31 23

06 Paragraph 3.10, as revised, in amendment 0002, Paragraph I.C.

11. Question: Can the rock backfill be dumped down the downstream side of the saddle dam?

Answer: No. Rock fill shall not be dumped in an uncontrolled manner.

12. Question: Can we use lake water for concrete batching?

Answer: Yes, if it meets the requirements in Section 03 37 23 Paragraph 2.1.3. A water withdraw registration is required with the State of Tennessee if more than 10,000 gals of water is used on any one day. More information on water withdrawal registration requirements may be found at: https://www.tn.gov/environment/article/wr‐wq‐water‐withdrawal‐registration‐ program.

13. Question: Must the conduits for the piezometers at the base of the saddle dam be removed?

Answer: No, they may remain in place.

14. Question: What are allowances for an access road for the fill between the saddle dam and RCC

Berm?

Answer: The contractor is to design access and must adhere to requirements in the specifications and in EM 385‐1‐1.

15. Question: What vehicles and weight limits are allowed on the saddle dam and/or fuse plug?

Answer: No vehicles or equipment will be allowed on the fuse plug; the fuse plug is outside of the contractor work limits. Only non‐tracked vehicles, 3/4‐ton or lighter, may access the horizontal concrete aprons upstream and downstream of the fuse plug.

16. Question: Is the seasonal creek part of the RCC Berm abutment?

Answer: No. The seasonal creek is downstream of the RCC Berm and apron.

17. Question: Are there voids beneath the saddle dam panels? If so, how should these affect the fill operation?

Answer: There may be voids under the concrete panels; however, they should not affect the fill operation. Any damage to the crest panels (that remain exposed after fill) should be repaired.

18. Question: Should we expect karst features during excavation?

Answer: Yes.

19. Question: What is the Probable Maximum Flood (PMF) background information for the fuse plug?

Answer: The fuse plug was constructed in 1994 for additional project spillway capacity to pass the design storm, the Probable Maximum Flood. The fuse plug is designed to erode when the lake reaches elevation 691.5 and the fuse plug overtops. See additional information in Appendix

A, Item 3‐ Climate and Hydrology/Hydraulics.

20. Question: Will the fill material be washed out if the fuse plug operates?

Answer: Some of the fill material between the saddle dam and RCC berm is expected to be carried downstream during a fuse plug overtopping flood event.

21. Question: Is a concrete pad to be placed on top of the fill material?

Answer: No.

22. Question: Are there drains to be placed through the fill and the RCC Berm?

Answer: There are no drains to be placed in the fill. The RCC Berm gallery has a gravity discharge shown in Drawings Q4‐RCC‐S‐03 and Q4‐RCC‐M‐02.

23. Question: Are the existing panels on the saddle dam to remain in place (i.e. is the fill to be placed on top of the panels)?

Answer: Yes. Fill is to be placed on the existing concrete panels.

24. Question: Were the saddle dam panels poured in place?

Answer: Yes.

25. Question: What requirements are there for paving the main dam concrete road and the asphalt road on the embankment dam after hauling rock?

Answer: Repair is required for any damage to the main dam concrete road caused by the contractor. The contractor is required to restore the asphalt road to the original conditions or better, per Section 32 12 16 Paragraph 3.2, as revised, in amendment 0002, Paragraph I.D.

26. Question: Is there a requirement for instrumentation at the saddle dam and left rim sites?

Answer: Yes, see plans and specifications.

27. Question: When is the project scheduled to start?

Answer: A projected award date is dependent on many variables. Per the solicitation, offers providing less than 120 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

28. Question: Are there weight restrictions for crossing the main dam road over the spillway bridge?

Answer: The Center Hill Dam spillway bridge passes HL‐93 screening only at the Operating level.

Therefore, the bridge will have adequate capacity for AASHTO legal loads. However, the contractor shall implement traffic control measures to only allow one loaded truck per bridge span. See Specification Section 32 12 16 Paragraph 3.1, as revised, in amendment 0002, Paragraph I.D.

29. Question: Is power service live through the left rim cut?

Answer: No. The power line through the left rim is scheduled to be removed by the local power company prior to contract award.

30. Question: Should the high voltage above‐ground power line through the left rim cut be protected?

Answer: The high voltage above‐ground power line through the left rim is scheduled to be removed by the local power company prior to contract award. There is an active overhead power line at the entrance to the left rim. The contractor is responsible to make any arrangements with the local power company regarding that power line.

31. Question: What are the closest water and power sources to the saddle dam location and the left rim?

Answer: Contactors should contact local utilities for water and power availability.

32. Question: What improvements need to happen to the existing access roads to use them as haul roads?

Answer: Haul road improvements are the responsibility of the contractor. Haul road requirements are included in the specifications and EM 385‐1‐1.

33. Question: Can shot rock from the left rim be used as aggregate for the RCC Berm?

Answer: Yes, however testing must be accomplished before this is allowed. See specifications section 03 37 23, Paragraph 2.1.4.

34. Question: Please review all allowed haul routes.

Answer: Haul routes are the contractor's responsibility, but must adhere to the contract requirements (plans and specifications) and the EM 385‐1‐1.

35. Question: Show office sites that are allowed.

Answer: Office sites are the contractor's responsibility, but must adhere to the contract requirements (plans and specifications) and the EM 385‐1‐1.

36. Question: Can you extend the date questions can be asked by a week to ten days, or at least to the following Monday?

Answer: In this amendment, the due date for questions has been extended to November 6, 2015 at 9:00 am Central Time. No additional questions will be accepted after this time.

37. Question: Please provide the drill logs as an amendment to the solicitation.

Answer: Drill logs and associated testing data will be released in Amendment 0002.

38. Question: Should submitted schedules (.xer files) for Factor II of the Technical Proposal have cost data included and assigned to construction activities?

Answer: For proposal evaluation purposes, schedules shall not be cost loaded at the WBS

(summary) level, or the activity level. Schedules will be reviewed solely on the basis of construction sequencing, sound logic, and forecasted activity dates and float values.

SITE VISIT COMMENTS

CONTRACTING’S COMMENTS

for

Center Hill – Auxiliary Dam Reinforcing Berm & Left Rim Stabilization (W912P5-14-R-0003)

Pre-Bid Meeting and Site Visit

14 October 2015 / 0900 hrs

Solicitation W912P5-14-R-0003, Center Hill Auxiliary Dam Reinforcing Berm & Left Rim

Stabilization project is a Best Value Tradeoff firm fixed price construction contract. This requirement is being competed on an unrestricted basis. The estimated magnitude for this project is between $25,000,000 and $100,000,000.

INTRODUCTIONS: Have all Government employees introduce themselves and attendees sign-in.

o NOTE: Only registered and approved contractors will be authorized entry to restricted areas during the site visit.

QUESTIONS: We will address any questions to the best of our ability, but anything said today is not official unless it is in writing in the issued amendment to this solicitation.

Questions shall be in writing and sent to Specialist Heather Turner at email address heather.d.turner@usace.army.mil no later than November 6 at 9:00 am CST. Questions received after this deadline will not be addressed.

An amendment will be posted with the information and questions from today’s meeting on www.fbo.gov website.

SOLICITATION OVERVIEW:

o Proposals are due on December 2 by 2:00 pm CST.

(Any proposal submitted late will not be considered for award. See clause 52.215-1.)

CONTRACTING’S COMMENTS CONT.

o Electronic or facsimile proposals will NOT be accepted. If you choose to send your proposal by FedEx or other carriers, and it is late, it will not be accepted.

o This contract will be a firm fixed price procurement which means all costs, including administrative, need to be figured in the line items.

o This solicitation includes Department of Labor wage rates under Section 00800. At a minimum you shall be required to pay your employees these rates plus fringe benefits for performance under this contract.

o The Contractor is required to show proof of insurance after award and to maintain it for the duration of the contract. Requirements are stated in Section 00800 under Special Requirements under item 3 and contractors are encouraged to check with their insurance company prior to submitting a bond.

o To be awarded this contract, your company will have to be registered at SAM

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

o Contractors MUST include in their proposal a signed copy of the SF 1442.

Contractors also MUST acknowledge all amendments by returning a signed amendment copy on the SF 1442. Failure to acknowledge amendments could make you non-responsive and no longer considered for award.

o The basis for award can be found under Part 1.4 of Section 00100 (Instruction to

Offerors) Part 3 of Section 00130 (Proposal Evaluation).

o The instructions for preparing your proposals can be found in Section 00100 under “Instructions to Offerors”, Section 00115 under “Proposal Content”, and Section 00130 under “Proposal Evaluation” of the solicitation.

REMINDER: If there is a discrepancy between what is said here today and what is written in the solicitation, the document governs. All questions shall be in writing and sent to Specialist Heather Turner at email address heather.d.turner@usace.army.mil no later than November 6 at 9:00 am CST. Questions received after this deadline will not be addressed.

Safety Brief for the Site

Tour Site

List of Attendees for 14 and 15 October 2015:

Number Name Company Name

1 Martin Parente Heeter Construction

2 Tony Rathbun Heeter Construction

3 Kevin Schneider Barnard Inc.

4 Aaron Jenkins Barnard Inc.

5 Collin Frerck Barnard Inc.

6 John Turner Rogers Group, Inc.

7 Paul Brogdon Rogers Group, Inc.

8 Richard Holt Rogers Group, Inc.

9 Larry Fantozzi Thalle Construction Company, Inc.

10 Donald Tutterow Thalle Construction Company, Inc.

11 Stephen Kohler Thalle Construction Company, Inc.

12 Rodney Holderbaum Gannett Fleming, Inc.

13 David Bullington Phillips and Jordan

14 Geral Arvidson Phillips and Jordan

15 Heath Stone Phillips and Jordan

16 Ashley Buchanan Phillips and Jordan

17 Bruce Jamieson Granite Construction Company

18 Ernie Waterman Granite Construction Company

19 Curtis Haldeman Granite Construction Company

20 Timothy McConnell TEAM Enterprises

21 Elizabeth McConnell TEAM Enterprises

22 Steven Summy URS Energy & Construction, Inc.

23 Mark Rawlinson URS Energy & Construction, Inc.

24 Joseph Rosinski URS Energy & Construction, Inc.

25 Ronald Wika URS Energy & Construction, Inc.

26 John Bowen ASI Constructors, Inc.

27 Richard King ASI Constructors, Inc.

28 Thomas Eagens ASI Constructors, Inc.

29 Christopher Gifford National Quarry Service

30 James Schultz National Quarry Service

31 Benjamin Sayre CJ Mahan

32 Jeffrey North CJ Mahan

33 Neil Wilson Rock Solutions LLC

34 Keith Baker Rock Solutions LLC

35 Bruce Weinberger Engineering & Construction Innovations, Inc.

36 Barry Carter Kolb Grading LLC

37 Danny Walter Kiewit

38 Nathan Reisdorff Kiewit

39 John Condas Kiewit

40 Daniel Bole Hayward Baker Inc.

41 Joseph Cleary Cleary Construction

42 Michael Hurst Clairborne Hauling, LLC

43 Kathy Ware KS Ware

44 Jon Slemp Wilson & Associates

45 Steven Goad Wilson & Associates

SECTION 00600 - REPRESENTATIONS & CERTIFICATIONS

The following have been modified:

52.252-3 ALTERATIONS IN SOLICITATION (APR 1984)

Portions of this solicitation are altered as follows:

Amendment 0001: The purpose of this amendment is to:

1. Add an additional organized site visit and opportunity to view geologic cores.

2. Extend the due date for questions to 2 November 2015 at 9:00 AM Central Time.

3. Revise the Specifications.

4. Add the CAD drawings.

5. Update clause 52.236-27 Alt I Site Visit (Construction)

6. Update clause 52.252-3 Alterations in Solicitation

7. Update clause 252.236-7001 Contract Drawings and Specifications

Amendment 0002: The purpose of this amendment is to:

1. Post first round of Questions and Answers. The due date for questions has been changed to 6 November 2015 at

9:00 AM CT.

2. Revise the Specifications and add Appendix B to the Technical Specifications.

3. Replace one exiting drawing, Q4-RCC-G-08.1.

4. Post Site Visit Comments and Attendees.

5. Update clause 52.252-3 Alterations in Solicitation.

6. Update clause 252.236-7001 Contract Drawings and Specifications.

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:

Technical Specifications: W912P5-14-R-0003TSpecs.pdf W912P5-14-R-0003TSpecsAppendixA.pdf W912P5-14-R-0003TspecsAm1Pgs.pdf W912P5-14-R-0003TspecsAm2Pgs.pdf W912P5-14-R-0003TSpecsAppB1of5.pdf W912P5-14-R-0003TSpecsAppB2of5.pdf W912P5-14-R-0003TSpecsAppB3of5.pdf W912P5-14-R-0003TSpecsAppB4of5.pdf W912P5-14-R-0003TSpecsAppB5of5.pdf

Plans: W912P5-14-R-0003Plans.pdf

SHEET DRAWING TITLE

1 OF 108 Q4-RCC-G-01 COVER SHEET

2 OF 108 Q4-RCC-G-02 VICINITY AND LOCATION MAP

3 OF 108 Q4-RCC-G-03 LIST OF DRAWINGS

4 OF 108 Q4-RCC-G-04 LEGENDS AND ABBREVIATIONS - GEOTECHNICAL

5 OF 108 Q4-RCC-G-05 LEGENDS AND ABBREVIATIONS - STRUCTURAL

6 OF 108 Q4-RCC-G-06 LEGENDS AND ABBREVIATIONS - ELECTRICAL

7 OF 108 Q4-RCC-G-07 LEGENDS AND ABBREVIATIONS - SECURITY

8 OF 108 Q4-RCC-G-08.1 CONTRACTOR WORK LIMITS - RCC REINFORCING BERM

9 OF 108 Q4-RCC-G-09 CONTRACTOR WORK LIMITS - LEFT RIM

10 OF 108 Q4-RCC-V-01 REFERENCE MONUMENTS

11 OF 108 Q4-RCC-V-02 EXISTING INSTRUMENTATION

12 OF 108 Q4-RCC-V-03 SURVEY MONUMENTS

13 OF 108 Q4-RCC-V-04 SURVEY DISK DETAILS

14 OF 108 Q4-RCC-V-05 THERMAL DATA LOGGER - LOCATION AND DETAILS

15 OF 108 Q4-RCC-B-01 EXPLORATION PLAN

16 OF 108 Q4-RCC-B-02 LEFT EXPLORATION TRENCH

17 OF 108 Q4-RCC-B-03 RIGHT EXPLORATION TRENCH

18 OF 108 Q4-RCC-B-04 SECTION A1-A1

19 OF 108 Q4-RCC-B-05 SECTION A2-A2

20 OF 108 Q4-RCC-B-06 SECTION B-B

21 OF 108 Q4-RCC-B-07 SECTION C-C

22 OF 108 Q4-RCC-B-08 SECTION D-D

23 OF 108 Q4-RCC-B-09 FOUNDATION PLAN AND TOP OF ROCK

24 OF 108 Q4-RCC-B-10 RCC EXCAVATION PLAN

25 OF 108 Q4-RCC-B-11 RCC EXCAVATION SECTIONS

26 OF 108 Q4-RCC-B-12 DENTAL CONCRETE DETAILS

27 OF 108 Q4-RCC-B-13 SLOPE REINFORCEMENT DETAILS

28 OF 108 Q4-RCC-B-14 BLANKET GROUTING

29 OF 108 Q4-RCC-B-15 LEFT RIM - PRE EXCAVATION PLAN

30 OF 108 Q4-RCC-B-16 NORTH FACING - SHEET 1 OF 2

31 OF 108 Q4-RCC-B-17 NORTH FACING - SHEET 2 OF 2

32 OF 108 Q4-RCC-B-18 SOUTH FACING PROFILE - SHEET 1 OF 2

33 OF 108 Q4-RCC-B-19 SOUTH FACING PROFILE - SHEET 2 OF 2

34 OF 108 Q4-RCC-B-20 LEFT RIM - POST EXCAVATION PLAN

35 OF 108 Q4-RCC-B-21 LEFT RIM - CROSS SECTIONS SHEET 1 OF 9

36 OF 108 Q4-RCC-B-22 LEFT RIM - CROSS SECTIONS SHEET 2 OF 9

37 OF 108 Q4-RCC-B-23 LEFT RIM - CROSS SECTIONS SHEET 3 OF 9

38 OF 108 Q4-RCC-B-24 LEFT RIM - CROSS SECTIONS SHEET 4 OF 9

39 OF 108 Q4-RCC-B-25 LEFT RIM - CROSS SECTIONS SHEET 5 OF 9

40 OF 108 Q4-RCC-B-26 LEFT RIM - CROSS SECTIONS SHEET 6 OF 9

41 OF 108 Q4-RCC-B-27 LEFT RIM - CROSS SECTIONS SHEET 7 OF 9

42 OF 108 Q4-RCC-B-28 LEFT RIM - CROSS SECTIONS SHEET 8 OF 9

43 OF 108 Q4-RCC-B-29 LEFT RIM - CROSS SECTIONS SHEET 9 OF 9

44 OF 108 Q4-RCC-C-01 GRADING PLAN

45 OF 108 Q4-RCC-C-02 CROSS SECTION

46 OF 108 Q4-RCC-C-03 GRADING SECTIONS - A-A TO C-C

47 OF 108 Q4-RCC-C-04 GRADING SECTIONS - D-D TO F-F

48 OF 108 Q4-RCC-C-05 GRADING SECTIONS - G-G TO I-I

49 OF 108 Q4-RCC-C-06 GRADING SECTIONS - J-J TO L-L

50 OF 108 Q4-RCC-C-07 DRAINAGE PLAN AND SECTIONS

51 OF 108 Q4-RCC-C-08 BEHIND LEFT RIM CUT - PLAN

52 OF 108 Q4-RCC-C-09 BEHIND LEFT RIM CUT - NOTES AND DETAIL

53 OF 108 Q4-RCC-C-10 BEHIND LEFT RIM CUT - CROSS SECTIONS STA. 2+00 - STA. 3+00

54 OF 108 Q4-RCC-C-11 BEHIND LEFT RIM CUT - CROSS SECTIONS STA. 3+50 - STA. 4+50

55 OF 108 Q4-RCC-C-12 BEHIND LEFT RIM CUT - CROSS SECTIONS STA. 5+00 - STA. 6+00

56 OF 108 Q4-RCC-C-13 BEHIND LEFT RIM CUT - CROSS SECTIONS STA. 6+50 - STA. 7+50

57 OF 108 Q4-RCC-C-14 MISCELLANEOUS – DETAILS

58 OF 108 Q4-RCC-S-01 RCC BERM - PLAN

59 OF 108 Q4-RCC-S-02 ELEVATION

60 OF 108 Q4-RCC-S-03 SPILLWAY SECTION - SHEET 1 OF 2

61 OF 108 Q4-RCC-S-04 SPILLWAY SECTION - SHEET 2 OF 2

62 OF 108 Q4-RCC-S-05 WATERSTOP DETAILS

63 OF 108 Q4-RCC-S-06 NON OVERFLOW SECTION

64 OF 108 Q4-RCC-S-07 GALLERY ENTRANCE

65 OF 108 Q4-RCC-S-08 FACING DETAILS

66 OF 108 Q4-RCC-S-09 GALLERY DETAILS

67 OF 108 Q4-RCC-S-10 HANDRAIL DETAILS

68 OF 108 Q4-RCC-S-11 RCC TEST SECTION

69 OF 108 Q4-RCC-S-12 GENERAL PLACEMENT - PROCEDURES

70 OF 108 Q4-RCC-S-13 GENERAL PLACEMENT - GERCC PLACEMENT METHODS

71 OF 108 Q4-RCC-S-14 BARRIER SWING GATE - DETAILS

72 OF 108 Q4-RCC-E-01 GENERAL LAYOUT AND DETAIL

73 OF 108 Q4-RCC-E-02 SINGLE LINE DIAGRAM

74 OF 108 Q4-RCC-E-03 GALLERY DETAILS - SHEET 1 OF 2

75 OF 108 Q4-RCC-E-04 GALLERY DETAILS - SHEET 2 OF 2

76 OF 108 Q4-RCC-E-05 AREA AND GALLERY LIGHTING CONTROLS

77 OF 108 Q4-RCC-E-06 480 VOLT PANEL SCHEDULE

78 OF 108 Q4-RCC-E-07 MOTORS WIRING DIAGRAM

79 OF 108 Q4-RCC-E-08 AREA LIGHTING DETAILS

80 OF 108 Q4-RCC-E-09 GROUNDING MAT - PLAN

81 OF 108 Q4-RCC-E-10 GROUNDING MAT - DETAILS

82 OF 108 Q4-RCC-E-11 LIGHTING PROTECTION DETAILS

83 OF 108 Q4-RCC-E-12 MISCELLANEOUS DETAILS

84 OF 108 Q4-RCC-T-01 SECURITY - BLOCK DIAGRAM

85 OF 108 Q4-RCC-T-02 SECURITY - SECURITY AND CCTV BLOCK DIAGRAMS

86 OF 108 Q4-RCC-T-03 SECURITY - UPS BLOCK DIAGRAM

87 OF 108 Q4-RCC-T-04 SECURITY - TELEPHONE BLOCK DIAGRAM

88 OF 108 Q4-RCC-T-05 SECURITY - SITE PLAN

89 OF 108 Q4-RCC-T-06 GALLERY SECURITY LAYOUT - SHEET 1 OF 2

90 OF 108 Q4-RCC-T-07 GALLERY SECURITY LAYOUT - SHEET 2 OF 2

91 OF 108 Q4-RCC-T-08 SECURITY - EQUIPMENT CABINETS LAYOUTS

92 OF 108 Q4-RCC-T-09 ELECTRICAL - SECURITY DETAILS

93 OF 108 Q4-RCC-T-10 SECURITY - CCTV DETAILS

94 OF 108 Q4-RCC-T-11 ELECTRICAL - 120 VOLT PANEL SCHEDULES

95 OF 108 Q4-RCC-T-12 ELECTRICAL - UPS PANEL SCHEDULES

96 OF 108 Q4-RCC-T-13 SECURITY SYSTEM CABLE SCHEDULE

97 OF 108 Q4-RCC-M-01 GALLERY PIPING AND VENTILATION DETAILS

98 OF 108 Q4-RCC-M-02 SUMP PIT DETAILS - MECHANICAL PIPING SECTIONS

99 OF 108 Q-4/315.2 ELECTRICAL - ROADWAY CONDUITS - NON OVERFLOW SECTIONS

100 OF 108 Q-4/316.3 ELECTRICAL SYSTEM - ROADWAY CONDUITS - POWER INTAKE

SYSTEM

101 OF 108 Q-4/317.2 ELECTRICAL - ROADWAY CONDUITS - SPILLWAY PIERS 1 AND 9

102 OF 108 Q-4/317A.1 ELECTRICAL - ROADWAY CONDUITS - SPILLWAY PIERS 2 AND 8

103 OF 108 Q-4/319.1 ELECTRICAL SYSTEM - ROADWAY CONDUITS - MANHOLE DETAILS

104 OF 108 Q-4/320.3 ELECTRICAL - PYLON CONDUITS - FLOOR PLANS

105 OF 108 Q-4/321.3 ELECTRICAL - PYLON CONDUITS - SECTIONS

106 OF 108 Q-4/325.2 ELECTRICAL - GALLERY CONDUITS - LEFT END

107 OF 108 Q-4/827.9 POWER WIRING PLAN

108 OF 108 Q-4/839A.9 SPREAD ROOM ARRANGEMENT - SECTIONS

CAD Drawings:

W912P5-14-R-0003PlansDGN01.zip W912P5-14-R-0003PlansDGN02.zip W912P5-14-R-0003PlansDGN03.zip W912P5-14-R-0003PlansDGN04.zip W912P5-14-R-0003PlansDGN05.zip W912P5-14-R-0003PlansDGN06.zip W912P5-14-R-0003PlansDGN07.zip W912P5-14-R-0003PlansDGN08.zip W912P5-14-R-0003PlansDGN09.zip W912P5-14-R-0003PlansDGN10.zip

(End of clause)

(End of Summary of Changes)