W912P5-14-R-0003-0005.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 Reinforcing Berm and Left Rim Stabilization The purpose of this amendment is to:

1. Revise the Specifications and add a new Draw ing Folio

2. Post third round of Questions and Answ ers. No additional questions w ill be accepted at this time.

3. Change the proposal due date to December 4, 2015 at 2:00 PM Central Time.

4. Revise the Proposal Price Breakout Schedule.

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 16

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

16C. DATE SIGNED

BY 13-Nov-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 X is extended, 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

13-Nov-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 0005

RFP No. W912P5-14-R-0003

Amendment No. 0005 Auxiliary Dam Reinforcing Berm and Left Rim Stabilization

Center Hill Reservoir Project DeKalb County, Tennessee

I. CHANGES TO TECHNICAL SPECIFICATIONS

A. Section 01 22 00 MEASUREMENT AND PAYMENT

1. Remove Section 01 22 00 pages 9, 10, 27, and 28; and replace with revised Section 01 22 00 pages 9, 10, 27, and 28.

B. Section 31 23 07 ROCK SLOPE SCALING

1. Remove Section 31 23 07 page 7, and replace with revised Section 31 23 07 page

7.

C. Section 32 92 19 SEEDING

1. Remove Section 32 92 19 pages 7 and 8, and replace with revised Section 31 00 00 pages 7 and 8.

II. CHANGES TO CONTRACT DRAWINGS

A. Add a new Drawing Folio to the contract containing the following For Information Only As-Built Drawings:

Drawing No. Description

Left Rim Platform As-Built LEFT RIM AND MAIN DAM EMBANKMENT -

FOUNDATION GROUTING

Q4-52/14.2 SADDLE DAM FUSE PLUG - PLAN AND DETAIL

Q4-52/16.1 SADDLE DAM FUSE PLUG – PLAN, SECTION AND

DETAILS OF CONCRETE CHUTE

Q4-52/17.1 SADDLE DAM FUSE PLUG – PLAN - CONCRETE CHUTE

Q4-52/20.2 SADDLE DAM FUSE PLUG – PLAN - CONCRETE CHUTE

SECTIONS

Q4-52/21.2 SADDLE DAM FUSE PLUG – CONCRETE CHUTE –

SHEET 1

Q4-52/22.2 SADDLE DAM FUSE PLUG – CONCRETE CHUTE –

SHEET 2

--- END OF AMENDMENT NO. 0005 TECHNICAL CHANGES---

III. CHANGES TO PROPOSAL PRICE BREAKOUT SCHEDULE

Changed estimated quantities for CLIN 0016, Placing Grout, CLIN 0019 Cement in Grout, CLIN 0020, Sand in Grout, and CLIN 0021, Bentonite in Grout.

QUESTIONS AND ANSWERS (3)

Questions and Answers – Amendment 0005

49. Question: Left Rim Location: We request for a bid item to be provided for the removal of the concrete slabs?

Answer: No, the slabs in the Left Rim area are not required to be removed. Concrete panels at the Saddle Dam will only be required to be removed to facilitate construction. The removal cost for the concrete panels required to facilitate construction at the Saddle Dam shall be included in rock excavation quantity, as revised, in amendment 0005, Paragraph I.A.

50. Question: Left Rim Location: How thick are the concrete slabs that need to be demolished and is there any reinforcing steel within the concrete slabs?

Answer: The slabs in the Left Rim are not intended to be demolished. The as‐built drawing of the left rim platform is included for information. Concrete panels at the Saddle Dam will only be required to be removed to facilitate construction. The as‐built drawings pertaining to the concrete panels have been included for information only.

51. Question: Refer to sheet S‐02. Confirm the extent of the mud mat at the RCC berm‐please use station numbers.

Answer: The mud mat extends from station 0+55 to 10+15, within the footprint of the RCC berm. A mud mat is required within the apron footprint.

52. Question: What are the shotcrete requirements for the left rim?

Answer: Shotcrete will be used on an "as needed" basis, the requirements are covered in the plans and specifications

53. Question: Is all the rock excavated from the left rim suitable for fill between the RCC Berm and Saddle Dam?

Answer: No, the shale in the upper portions of the left rim excavation will be considered unsuitable for the engineered fill between the RCC Berm and Saddle Dam.

54. Question: What are the traffic control requirements for the left rim cut?

Answer: Traffic control requirements are included in the specifications section 01 55 26. Also, see answer to question 63 in Amendment 0005.

55. Question: Will the 2:1 and 1.5:1 slopes require presplitting?

Answer: No, the 2:1 and 1.5:1 H:V slopes in the left rim excavation do not require presplitting.

56. Question: What is the total acreage in the contractor work limits?

Answer: The acreage in the RCC Berm work area is approximately 50 acres. The Left Rim and settling pond work area has a total of approximately 46 acres.

57. Question: What are the total concrete quantities?

Answer: Total concrete quantity will not be provided; roller compacted concrete will be measured for payment on the basis 'job' for the structure as indicated on the drawings.

58. Question: What is the purpose of the project?

Answer: The primary purpose of this contract is dam safety. The RCC berm reduces the risk of an internal erosion failure of the saddle dam and mitigates damages in the event of a fuse plug overtopping flood event. The fill between the saddle dam and RCC berm further reduces the probability of underseepage failure of the saddle dam. The left rim work is to stabilize the previously cut slopes and to provide source material for the fill behind the RCC berm.

59. Question: Is there any work to be done on the fuse plug?

Answer: No, the fuse plug is excluded from the contractor work limit. See drawing G‐08, Amendment 0002 and specification section 31 00 00, paragraph 1.3.1, Amendment 0002.

60. Question: What is the scope of electrical removals at left rim cut?

Answer: See answers to questions 29 and 30 issued in Amendment 0002.

61. Question: Does anything (electrical items) need to remain operational in the left Rim?

Answer: See answers to questions 29 and 30 issued in Amendment 0002.

62. Question: Is there limitation to improving haul road between main dam and saddle dam in order to meet EM 385‐1‐1 requirements for haul roads?

Answer: See answers to question 32 issued in Amendment 0002.

63. Question: What rock stabilization or rock fall protection will need to be performed before contractor is allowed to access left rim cut?

Answer: Contractor is responsible for rockfall hazards mitigation plan, described in specification section 01 55 26, paragraph 1.3.

64. Question: What restrictions do we have and what are we allowed to do?

Answer: See Plans and Specifications.

65. Question: What condition is the floor of the left rim cut to be upon completion?

Answer: See answer to question 39 issued in Amendment 0003.

66. Question: Will drilling inspectors be needed for both grouting at the Saddle Dam area and drill holes for the rock cut?

Answer: Drilling inspectors are not required for drilling of blast holes. However, the driller is required to keep an accurate drill log of each hole, see specification section 31 23 06, paragraph 3.10.1.

67. Question: What is the QC requirement for verifying that rock material from left rim meet specs for size (for engineered rock fill)? What is the rock (engineered rock fill) compaction requirement?

Answer: See specification section 31 00 00, paragraph 3.9.

68. Question: What is DBE and WBE in the requirement?

Answer: All offerors are required to submit a Small Business Participation Proposal in accordance with Defense Federal Acquisition Supplement (DFARS) 215.304. The Small Business Participation Plan shall be based on the Offeror's best effort; however, it must meet the minimum total Small Business Participation goal of 23% of the total contract value. Please review the Content and Evaluation of the Small Business Participation Plan in Sections 00115 and 00130 of the solicitation for additional information.

69. Question: Can the date for questions be extended? Consider another week?

Answer: The due date for questions was extended to 6 November 2015 at 9:00 AM Central Time in Amendment 0002. No additional questions will be accepted after this time.

70. Question: Safe file for proposal submittal rather than hardcopies?

Answer: No, proposals shall be submitted as specified in the solicitation.

71. Question: In Section 00115 Proposal Content, Part 2 Content of Volume 1, Subsection 2.8, the following is stated: “Offerors shall not reference a PPQ from a previous RFP. Resubmit the PPQ”. Based upon this language, it appears that the USACE would allow an Offeror to provide a previously completed

PPQ to satisfy the requirement defined in Subsection 2.7 of RFP W912P5‐14‐R‐0003. Is this interpretation correct?

Answer: Yes. A previously completed PPQ may be provided in an Offeror's proposal.

72. Question: Could you please release the list of people that attended the pre bid meeting.

Answer: The list of attendees for each set of site visits were released in Amendment 0002 and Amendment 0003.

73. Question: In concern of the road that runs from the Main Dam/Spillway House to the Proposed RCC Berm; if this road is torn up or destroyed during the construction process could you inform us of what material(s) and the thicknesses of them that should go back down in the existing roads place?

Answer: See drawing C‐14 and specification Section 32 12 16.

74. Question: Section 00700 52.211‐12 Liquidated Damages – Construction, provides for the assessment of liquidated damages for failure to meet schedule and such liquidated damages are in addition to excess costs of repurchase. Will USACE consider providing a cap on liquidated damages such as ten percent (10%) of the contract value? Alternatively, will USACE consider including language stating that in the event the Government is not harmed by the delay in performance that liquidated damages will not be accessed?

Answer: No.

75. Question: Section 00800 Special Requirements Schedule of Insurance – This section outlines the type of insurance coverage which Contractor must carry as well as establishing minimum amounts of coverage and insurances. In order to establish appropriate and set limits of coverage appropriate for the project and price accordingly, Offeror requests that USACE delete the phrase “at least the kinds and minimum” and establish set coverage for the required insurances.

Answer: No. The listed amounts are the minimum amounts required for this contract. Higher amounts are up to the individual firms.

76. Question: Section 31 00 00 1.3 Sheet G‐08 / Note 8. Please clarify “all state park property shall be restored to pre‐existing conditions”. Do pay items #55 and #56 compensate for this effort? Are there older/mature trees or other types of non‐restorable items that the contractor would be liable for?

Answer: Yes, pay items #55 and #56 compensate for this effort. Pre‐existing conditions for this effort shall mean stabilized with warm season grasses and sapling trees. The contractor is not required to restore mature trees.

77. Question: Section 31 00 00 3.2 Are there any haul / weight restrictions over the Main Dam Spillway?.

Can off road trucks be utilized to travel over the dam? Can the highway over the dam be completely closed to haul for safety reasons except for emergency vehicles?

Answer: See answers to question 28 issued in Amendment 0002. Any State Highway 96 road closure must be short‐term, for example to occasionally transport large equipment, and requires coordination with TDOT.

78. Question: Section 31 00 00 3.2 Is the upstream access road from the Main Dam Spillway to Existing Saddle Dam safe to use for off road trucks and heavy equipment? Can trucks get by each other coming and going or will improvements be required?

Answer: See answers to question 32 issued in Amendment 0002.

79. Question: Section 31 00 00 1.3 Sheet G‐08 / Note 2. Please clarify “contractor shall maintain access to storage building and microwave tower for the duration of the project”. How often are these facilities used? Can the existing storage building be moved to an easier accessible location for the corps?

Answer: Access to the storage building and microwave tower could be limited for a short period of time with sufficient notice and approval by the COR. The government accesses the microwave tower on a monthly basis for routine maintenance, and as needed for repairs. The storage building is accessed frequently. The storage building and contents could be moved to a location in the vicinity acceptable to the COR at full Contractor's expense. However, it is utilitarian in nature and is preferred to be less visible to the recreating public.

80. Question: Can the blasting contractor drill a 3 1/8 diameter hole as long as they use cartridge powder that would normally be loaded in a 3” diameter hole?

Answer: Cartridge explosives should be appropriately sized for the blasthole. See also answer to question 10 issued in Amendment 0002.

81. Question: Can the blasting contractor use any explosive or blasting agent as long as it is contained in a manner that keeps the product from free flowing in blast hole?

Answer: The contractor may use any explosive or blasting agent that is not prohibited by the specifications and is appropriate for the use and conditions.

82. Question: 1.1.3.3.2 Measurement states that payment will be made by presplit that is actually developed, the existing geology onsite shows areas that presplit walls will not develop unless geology improves on proposed cut, will USACE reimburse contractor for drilling or does contractor need to plan in their bid attempting to establish a wall with a percentage of wall failure?

Answer: The contractor will be paid for presplitting when, in the opinion of the Contracting Officer, that the wall failure is a result of the geology and not negligence due to the contractor.

83. Question: Would the USACE accept a former state blasting inspector with 6 years regulating blasters, enforcement of blasting and seismic state regulations, fly rock accidents, and public relations as the blasting specialist?

Answer: No, the Blasting Specialist must have 10 years’ experience performing design and execution of large excavation projects.

84. Question: Can the presplit walls be drilled full depth or do they also need to be left 10 foot or less on final cut?

Answer: Yes, presplit holes may be drilled full depth, providing that the blaster has successfully demonstrated the ability to maintain tolerances during the test blasting and through production blasting.

85. Question: 3.3.1 Blasting states that the longest dimension for the blast is 75 feet so a 75 x 75 is the biggest shot that can be fired, correct?

Answer: Yes.

86. Question: What are the payment terms? 30 days?

Answer: No. Standard payment terms for construction contracts are 14 days from the date we receive an acceptable payment request.

87. Question: The magazine keeper can be the truck driver for Orica/Austin Powder? There is no overnight storage.

Answer: Yes, if the contractor does not maintain their own offsite magazine.

88. Question: The blasting consultant does not have to be on site at all times, correct?

Answer: Yes, the Blasting Consultant will be available on an "as needed" basis. See Section 31 23 06, para. 3.4.2.2.

89. Question: How deep can we presplit?

Answer: See answer to question 84 issued in Amendment 0005.

90. Question: Is it mandatory for the seismic specialist to have a 2 year degree in science or engineering?

Answer: Yes, the Seismic Specialist must have at least a 2 year degree in science or engineering.

91. Question: Is there a point system for minority participation used? How much is this going to be factored into who is awarded the job?

Answer: Please refer to the answer to question 68 issued in Amendment 0005.

92. Question: If a blasting company has only been in existence 3 years but is a sisterhood company to another company that blasts and the same personnel works for the new company, will they be eligible to do the blasting?

Answer: Yes, as long as the individuals have the required experience defined in Section 31 23 06.

93. Question: Regarding Section 00100 Instructions to Offerors, Part 2; is it possible to use the USACE’s SAFE File Exchange System in lieu of the paper submittals?

Answer: No, proposals shall be submitted as required in the solicitation.

94. Question: Request clarification on Section 00115 Part 2, paragraph 2.8; “Offerors shall not reference a PPQ from a previous RFP.” Our interpretation of this statement is that PPQ obtained previous can be used however the PPQ must be submitted with the proposal, not simply by referencing a previous RFP. Is this correct?

Answer: Yes, this is correct.

95. Question: Section 00100, Part 2, para 2.4 volume 1: This sections identifies a 50 page count limit, excluding PPQs. Under Section 00115 the Content of Volume 1 is to include between 1 and 5 reference project identified on a table and data provided on the included Project Detail Sheet. This will result in between 5 and 20 pages, excluding the PPQs. What is the 50 page count limit for?

Answer: This is the maximum amount of pages that may be submitted for this Volume. It is acceptable to submit less pages.

96. Question: Please consider a 48 hour extension of the due date for proposals. The current due date is a challenge given the Thanksgiving holiday. With the Government requirement that proposals be valid for 120 days, this brief postponement should not be material.

Answer: The due date for proposals has been extended in Amendment 0005. The due date for proposals is now December 4, 2015 at 2:00 PM Central Time.

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 02-Dec-2015 02:00 PM to 04-Dec-2015 02:00 PM.

The following have been modified:

PRICE BREAKOUT SCHEDULE

AUXILIARY DAM REINFORCING BERM AND LEFT RIM STABILIZATION

Center Hill Reservoir

DeKalb County, Tennessee

PROPOSAL PRICE BREAKOUT SCHEDULE

ITEM

NO.

DESCRIPTION 01 22 00

Para. No.

EST.

QTY.

UNIT UNIT

PRICE

ESTIMATED

AMOUNT

Mobilization/Demobilization 1.1.1 0001 Mobilization and Demobilization 1.1.1.1 1 JOB $ $

0002 Miscellaneous Site Work 1.1.1.2 1 JOB $ $

Left Rim Stabilization/Excavation 1.1.2 0003 Presplitting for the Main Dam's Left Rim 1.1.2.1 3,500 SY $ $ 0004 Excavation for the Main Dam's Left Rim 1.1.2.2 290,000 CY $ $ 0005 Shotcrete Placement for Main Dam's Left

Rim

1.1.2.3 400 SY $ $

0006 Reinforcement Bolts for Main Dam's Left Rim

1.1.2.4 1,800 LF $ $

Excavation - Reinforcing Berm 1.1.3 0007 NQ Core Drilling, Vertical Holes 1.1.3.1.1 1,100 LF $ $

0008 NQ Core Drilling, Angled Holes 1.1.3.1.2 200 LF $ $

0009 Overburden Excavation for the Reinforcing Berm

1.1.3.2 57,000 CY $ $

0010 Presplitting at Reinforcing Berm 1.1.3.3 4,000 SY $ $ 0011 Rock Excavation for Reinforcing Berm 1.1.3.4 103,000 CY $ $ 0012 Shotcrete Placement for Reinforcing Berm 1.1.3.5 1,200 SY $ $ 0013 Reinforcement Bolts for Reinforcing Berm 1.1.3.6 500 LF $ $

Foundation Preparation 1.1.4 0014 Hole Drilling in Concrete and Rock 1.1.4.1.1 19,000 LF $ $ 0015 Hole Re-Drilling 1.1.4.1.2 200 LF $ $ 0016 Placing Grout 1.1.4.1.3 72,000 GAL $ $ 0017 Government Directed Stand-by Time for

Grouting

1.1.4.1.4 12 HR $ $

0018 Automated Grouting Monitoring and Data Collection System

1.1.4.1.5 1 JOB $ $

0019 Cement in Grout 1.1.4.1.6 2,500 CF $ $ 0020 Sand in Grout 1.1.4.1.7 18,000 LB $ $ 0021 Bentonite in Grout 1.1.4.1.8 20,000 LB $ $ 0022 Preliminary Cleanup 1.1.4.2.1 31,000 SY $ $ 0023 Foundation Preparation 1.1.4.2.2 16,000 SY $ $ 0024 Dental Excavation 1.1.4.2.3 500 CY $ $ 0025 Dental Concrete 1.1.4.2.4 500 CY $ $ 0026 Protective Concrete (Mud Slab on Monolith

Foundations)

1.1.4.2.5 7,000 CY $ $

Concrete Materials (Conventional and RCC) 1.1.5

0027 Cement 1.1.5.1 18,000 TON $ $

0028 Pozzolan 1.1.5.2 17,000 TON $ $ 0029 Water-Reducing and Retarding Admixture 1.1.5.3 20,000 GAL $ $

0030 Air Entraining Admixture 1.1.5.4 50 GAL $ $

0031 Fine Aggregate 1.1.5.5 59,000 TON $ $ 0032 Coarse Aggregate 1.1.5.6 125,000 TON $ $ 0033 DBase Aggregate 1.1.5.7 135,000 TON $ $ 0034 Reinforcing Steel 1.1.5.8 1 JOB $ $ 0035 Water Supply System 1.1.5.9 1 JOB $ $

RCC Test Section 1.1.6 0036 Test Section Roller Compacted Concrete 1.1.6.1 1 JOB $ $

Reinforcing Berm and Apron 1.1.7 0037 Roller Compacted Concrete 1.1.7.1 1 JOB $ $

0038 Additional RCC Outside Neat Line Quantity 1.1.7.2 1,000 CY $ $

0039 Reinforced Concrete 1.1.7.3 1 JOB $ $ 0040 Internal Waterstop System 1.1.7.4 4,100 LF $ $

0041 Foundation Drainage Gallery 1.1.7.5 1 JOB $ $

0042 Miscellaneous Metals 1.1.7.6 1 JOB $ $

Placement of Excavated Material 1.1.8 0043 Engineered Rock Fill - Placement 1.1.8.1 160,000 CY $ $

Gallery - Electrical/Mechanical Items 1.1.9 0044 Interior Plumbing 1.1.9.1 1 JOB $ $

0045 HVAC System 1.1.9.2 1 JOB $ $ 0046 Interior Electrical System 1.1.9.3 1 JOB $ $

0047 Exterior Electrical System 1.1.9.4 1 JOB $ $

0048 Exterior Lighting 1.1.9.5 1 JOB $ $ 0049 Interior Lighting 1.1.9.6 1 JOB $ $ 0050 Uninterruptible Power Supply (UPS)

Systems

1.1.9.7 1 JOB $ $

0051 Intrusion Detection System 1.1.9.8 1 JOB $ $ 0052 Closed Circuit Television System 1.1.9.9 1 JOB $ $

0053 Communications Cabling Systems 1.1.9.10 1 JOB $ $

Instrumentation 1.1.10 0054 Thermal Data Loggers 1.1.10.2 225 EA $ $

Grading/Earthwork 1.1.11 0055 Permanent Seeding with Tree Planting 1.1.11.1 33 ACR $ $ 0056 Permanent Seeding without Tree Planting 1.1.11.2 3 ACR $ $

Bonds 0057 Performance & Payment Bonds 1.1.12 1 JOB $ $

TOTAL ESTIMATED AMOUNT $

SECTION 00600 - REPRESENTATIONS & CERTIFICATIONS

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.

Amendment 0003: The purpose of this amendment is to:

1. Revise the Plans and Specifications.

2. Post the second site visit attendees.

3. Post second round of Questions and Answers. The due date for questions remains 6 November 2015 at 9:00 AM

CT.

4. Revise the Proposal Price Breakout Schedule

5. Update clause 52.252-3 Alterations in Solicitation.

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

Amendment 0004: The purpose of this amendment is to:

1. Change the estimated quantities for CLIN 0009, Overburden Excavation for the Reinforcing Berm, and CLIN 0011, Rock Excavation for Reinforcing Berm, on the Proposal Price Breakout Schedule.

2. Update clause 52.252-3 Alterations in Solicitation.

Amendment 0005: The purpose of this amendment is to:

1. Revise the Specifications and add a new Drawing Folio

2. Post third round of Questions and Answers. No additional questions will be accepted at this time.

3. Change the proposal due date to December 4, 2015 at 2:00 PM Central Time.

4. Revise the Proposal Price Breakout Schedule.

5. Update clause 52.252-3 Alterations in Solicitation.

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

SECTION 00700 - CONTRACT CLAUSES

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 W912P5-14-R-0003TSpecsAm3Pgs.pdf W912P5-14-R-0003TspecsAm5Pgs.pdf

Plans: W912P5-14-R-0003Plans.pdf W912P514R0003PlansAm3.pdf As-BuiltDrawings-ForInfoOnly.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-15.1 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-08.1 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-10.1 BEHIND LEFT RIM CUT - CROSS SECTIONS STA. 1+00 - STA. 2+50 54 OF 108 Q4-RCC-C-11.1 BEHIND LEFT RIM CUT - CROSS SECTIONS STA. 3+00 - STA. 4+50 55 OF 108 Q4-RCC-C-12.1 BEHIND LEFT RIM CUT - CROSS SECTIONS STA. 5+00 - STA. 6+50 56 OF 108 Q4-RCC-C-13.1 BEHIND LEFT RIM CUT - CROSS SECTIONS STA. 7+00 - STA. 8+00

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)