W911WN-15-B-0005-0002.pdf

W81ET450169815

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

Re: Construction of the Charleroi Locks and Dam River Chamber Completion, Monongahela River, PA

This amendment is being issued to: 1) Provide responses to additional questions received, 2) Revise the Plans and Specifications, as indicated in the Summary of Changes of this amendment, 3) Revise the Price Schedule, 4) Include additional Government Furnished Property to the listing provided in FAR Clause 52.245-2, 5) Incorporate the current Wage Determination, General Decision Number PA 150004, dated July 24, 2015, and 6) Extend the hour and date specified for receipt of bids to 11:00 am on August 6, 2015.

Bidders are requested to submit the conformed Price Schedule of this amendment w ith bids.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 44

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

16C. DATE SIGNED

BY 30-Jul-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 W911WN-15-B-0005

X 9B. DATED (SEE ITEM 11)

03-Jun-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

30-Jul-2015

CODE

U.S. ARMY ENGINEER DISTRICT, PITTSBURGH

ATTN CELRP-RC-P

W S MOORHEAD FEDERAL BUILDING

1000 LIBERTY AVENUE ROOM 2203

PITTSBURGH PA 15222-4186

W911WN 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W911WN-15-B-0005

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

The following specification sections have been revised and are attached to this amendment:

CERTIFIED FINAL VOLUME 1 – TECHNICAL SPECIFICATIONS RTA

01 22 00.00 10 MEASUREMENT AND PAYMENT – Revised payment paragraph for Lower Guard Wall Completion to clarify concrete payment.

01 73 19.00 08 GOVERNMENT-FURNISHED PROPERTY– Revised language for loading requirements.

Added two bulkhead recess fillers to the Government furnished materials list.

03 30 00.00 08 CONCRETE: GENERAL REQUIREMENTS – Deleted reference to obsolete specification section 03 30 00.00 06.

03 30 00.53 08 CONCRETE: PLACEMENT REQUIREMENTS – Added a paragraph to clarify data logger requirements.

13 06 30.20 08 MIDDLE WALL CONTROL TOWER – Revised reference to cast-in-place concrete specification section.

13 06 30.30 08 MIDDLE WALL CONTROL SHELTERS – Revised reference to cast-in-place concrete specification section.

22 15 19.19 08 AIR COMPRESSOR – Revised reference to cast-in-place concrete specification section within equipment pad paragraph.

The following plans have been revised and are attached to this amendment:

W911WN-15-B-0005 CONTRACT DRAWINGS VOL 1

037-LCH-A0/50-B – General Index, Sheet 1 – Drawing numbers revised to indicate amendment 2.

037-LCH-A0/54-B – General Index, Sheet 5 – Drawing numbers revised to indicate amendment 2.

037-LCH-A0/55-B – General Index, Sheet 6 – Drawing number revised to indicate amendment 2.

037-LCH-A0/56-B – General Index, Sheet 7 – Drawing number revised to indicate amendment 2

W911WN-15-B-0005 CONTRACT DRAWINGS VOL 3

037-LCH-A29/204-A – Electrical Systems, Motor Control Center, MCC-MW One-Line Diagram – Revised electrical details.

037-LCH-A29/279-A – Electrical Systems, Control Tower, Plans – Revised electrical details.

037-LCH-A29/280-A – Electrical Systems, Control Tower, Sections - Revised electrical details.

W911WN-15-B-0005 CONTRACT DRAWINGS VOL 4

037-LCH-A37/16-A – Demolition Plan, Lower Half – Corrected reference drawing numbers for item 8 within the summary table.

037-LCH-A70/89-A – Middle Wall Control Tower, Fire Alarm Riser Diagram & Panel Schedules – Revised electrical details.

QUESTIONS AND ANSWERS

Q1. Please indicate where the work for Bid Item 5064 - Seepage Barrier Concrete Seal, 50 CY, is located in the contract documents.

A1. Details of the seepage barrier concrete seal are shown on contract drawings (depicted in plan on drawing A20/GW07 and in section view on drawing A20/GW12). These are associated with sealing between closure cells and existing structures. Also see specification section 03 30

00.51 08, Table C.

Q2. Bid Item 4029 Upstream Cofferdam requires grout. Please provide a mix designation & design for the grout.

A2. Grouting overburden within the cell, as shown on contract drawing A19/CM2, section B, shall be accomplished with jet grout as shown on drawing A20/GW14. The jet grout mix design is required to be developed by the contractor and submitted as part of the Jet Grouting Work Plan, as described in specification section 03 37 06.00 08, paragraph 1.4.

Q3. Specification 35.20.23.15.08 Paragraph 3.2.5.2 details Dental Mortar. Please quantify and provide a bid item.

A3. Dental mortar is considered incidental to dental concrete (bid item 4038).

Q4. For Bid Options 2 and 3 the monolith concrete bid quantity for the monolith pours does not split the quantity between Mix 5 and Mix 7. Since these mixes are very different, please consider splitting this work into separate bid items.

A4. This bid item will not be split out and will remain as originally shown.

Q5. Based on our takeoff, there appears to be an error in the bid quantities for Bid Items 3029 and 3030, the tremie concrete for the drilled shafts for monoliths M17 thru M21.

Please review and verify the bid quantities.

A5. See contract revisions per Amendment 0001. The referenced quantities have been revised.

Q6. Are we to assume all electrical work in existing M-22 to M-27 is complete? It looks like the embedded conduit is existing but cable tray, light fixtures and etc. need to be added.

A6. The M-22 to M-27 contract is installing only embedded conduits. See the reference drawing from the M-22 Contract in Reference Drawing Volume 6. All electrical work for the lock is installed under this contract. See Section 01 22 00.00 10 paragraphs 1.2.11 and 1.2.33 for specific measurement and payment details.

Q7. If there is new work in existing M-22 to M-27 (refer to question 14 above), what base or option does the work go in?

A7. See specification section 01 22 00.00 10 paragraph 1.2.11 for the embedded items for the electrical and mechanical systems, and paragraph 1.2.33 for the electrical work that lists the specific base/awardable options with the bid items.

Q8. Ref: Section 35 20 14.10 08 Maintenance Bulkheads Part 2.3.1 This section states that “Two Downstream Bulkhead Recess Fillers” are Government-furnished property. In reviewing Section 01 73 19.00 08 Government Furnished Property, the Downstream Bulkhead Recess Fillers are not listed as Government Furnished Property.

In addition, page 58 of the “Solicitation, Offer and Award” document does not list the Downstream Bulkhead Recess Fillers as Government Furnished Property nor is an estimated acquisition cost supplied for the Downstream Bulkhead Recess Fillers.

A8. See Amendment 0002 for inclusion of the downstream two bulkhead recess fillers as Government Furnished Material.

Q9. In Options 5, Bid Items 5030; the bid form does not have a “Produce & Deliver Concrete” bid item nor bid items for Portland cement, pozzolan, ground granulated blast furnace slag, silica fume and limestone powder. Please clarify where the cost for producing & delivering and materials in the concrete are to be included in the bid form.

A9. The cost of producing and delivering concrete for completion of the Lower Guard Wall is included in the price for bid item 5030. Payment paragraph 1.2.29.1 within specification section 01 22 00.00 10 has been revised to reflect this and is included in Amendment 0002.

Q10. Specification Section 13 51 00.10 08 Part 1.5 – “Qualifications, states that the instrumentation engineering subcontractor retained by the Contractor shall have executed ...at least ten projects similar in scope and detail to the subject project within the last five years." Very large projects such as the completion of the Charleroi Locks and Dam are undertaken rather infrequently, and are usually relatively long in duration. Therefore, only nationwide-type firms could meet such a standard, hence excluding otherwise very-qualified medium- and small-size firms that specialize in instrumentation. In contrast, Part

1.5.1 - Instrumentation Coordinator, requires only a Bachelor's degree and a mere two years of instrumentation experience for the individual who will be managing Charleroi's instrumentation program. As written, the specifications would allow for a relatively inexperienced individual to serve as the instrumentation coordinator, so long as he worked for a very large engineering firm. We suggest that the required subject qualifications be modified as follows:

· Expand the engineering firm's required experience period from five to say 25 or 30 years.

· Diminish the engineering firm's required experience from ten to say three or five such projects.

· Consider the need for a Master's level degree, and a minimum of five to tens years of instrumentation experience.

A10. The instrumentation specifications will not be adjusted to accommodate this request.

Q11. Ref: Drawing A29/204 and A70/89. Drawing A29/204 shows panels MW-LP1 and MW-LP2 being fed from XFMR2 (CB-L) 480\208-120. The Control Tower One Line Diagram for MW-LP1, (drawing A70/89) doesn't show a Main Breaker however the panel schedule for MW-LP1 shows a 150 Amp Main Breaker. The one-line shows the panel MW-LP1 being fed by 4-250Kcmils, and the distance from the panel is approx 40 feet. Per NEC table 310.15(B)(16) a 1/0 AWG conductor would be allowed. Questions:

a. Can the conductor size be reduced for panel MW-LP1 or was the conductor oversized for future expansion?

b. The one line diagram on drawing (A70/89) does not provide information for the feeder conductor for panel MW-LP2, please provide.

c. Can Transformer CB-L be relocated closer to panels MW- LP1&2 to reduce the length of the secondary tap, which is currently 40 plus feet?

A11. Conductor sizing has been revised for panel MW-LP1 on drawing A70/89. Conductor sizing to the feeder to MW-LP2 added to A29/204. The 75KVA transformer was relocated next the MCC and lighting panels MW-LP1 and MW-LP2 were moved to the right to accommodate the relocated transformer. These revisions are included in Amendment 0002.

Q12. Section 00800, 52.211-10. Please confirm that the “current contract completion date” referred to in the Options 1 through 5, is the contract completion date existing at the time the option is exercised.

A12. Correct. The language was changed through Amendment 0001 to clarify between “exercised” and “Notice to Proceed”. The “current contract completion date” in 00800-5 and 52.211-10 is the contract completion date existing at the time of acknowledgement of the Notice to Proceed for that Awardable Option, which may include any time added from modifications or previous Awardable Options.

Q13. Please clarify how the contract completion date is determined if options are exercised simultaneously. For example, awarding Options 2 and 3 simultaneously can result in a different completion date for Option 3 than if Options 2 and 3 are awarded individually.

A13. When Awardable Options are exercised simultaneously, extensions will be handled as if they were executed sequentially. In the scenario above, Option 2’s extension would be added to the current contract completion date, creating a new completion date. Option 3’s extension would then be added to that new completion date.

Q14. CLIN’s 5009 & 5010 contain references to bid option #4. Please clarify this is to pertain to bid option #5 only.

A14. The referenced bid items have been revised and are included in Amendment 0002.

Q15. Please clarify the “maturity method of determining in-place concrete strength” requirements. The specifications outline a quantity and locations for the data loggers for the monolith lifts. Are they required for any other concrete placements ( i.e. Monolith Tremie Concrete, Caisson Tremie Concrete, Chamber Floor Concrete)?

A15. Refer to ASTM C1074 for general clarification on the maturity method. See paragraph

3.1.3.1 that has been added to specification section 03 30 00.53 08 to clarify data logger requirements. This revision is included in Amendment 0002.

Q16. For the Base Bid and Option 1, the Government is furnishing and delivering concrete to the Stub Wall for the contractor to convey and place from the Stub Wall to the point of final placement. Please confirm that any concrete required, including concrete for testing, initially charging the belts, waste during placement and what is left on the belt for cleanup will be provided at no charge to the contractor.

A16. Correct. See specification section 03 05 00.00 08 paragraph 1.6. The RCC Contractor is required to coordinate the concrete production and delivery with the Contracting Officer at the weekly coordination meetings and include the anticipated schedule and amount of concrete requested to be produced.

Q17. Refs: 03 05 30 00.00 08 (pg 2), 13 06 30.20 08 (pg 3), 13 06 30.30 08 (pg2), 22 15 19.19 08 (pg 6). Please provide referenced Specification Section 03 30 00.00 06 CAST-IN –

PLACE CONCRETETE, MIDDLE WALL BUILDINGS.

A17. Specification section 03 30 00.00 06 was eliminated prior to solicitation. Concrete for the Middle Wall Buildings is covered under section 03 30 00.54 08 CONCRETE: CAST-IN- PLACE. References to the old section have been revised and are included in Amendment 0002.

Q18. Reference is made to Specification Section 13 51 11.10 08, Paragraph 1.8.1. It is clearly stated that no instrumentation or monitoring is required by the RCC Contractor in the Base Contract. Additionally, Specification Section 01 35 00.00 08, Paragraph 1.23 (f) establishes the date for the turnover of operations of the existing instrumentation and monitoring system from the M22 to M27 Contractor as September 1, 2018, which is very near to the required completion of the Base Contract. However, bid item No. 0056 requires pricing for “Instrumentation, Base Contract”. Please clarify the scope required for instrumentation and monitoring in the Base Contract.

A18. Bid Item 0056 was deleted by Amendment 0001.

Q19. Contract Drawing Page A37/16 of the Demolition Plan Set, bullet point Number 8;

description "REMOVE DIAPHRAGM SUPPORT CELLS, SHEET PILING,FILL

MATERIAL, CONCRETE CAP, ROCK ANCHORS AND H-PILING TO TOP OF ROCK

WITHIN RIVER CHAMBER COFFERDAM" directs to reference drawing no. 037-L4- 19/37,38&39. Looking at the index of drawings and searching the documents this plan set was not issued with the reference documents. Please issue these pages.

A19. The Reference Drawings referenced should read 037-LCH-19/37.1, 19/38 and 19/39 instead of 037-L4-19/37.1, 19/38 and 19/39. These reference drawings have already been provided and are located within folio of REFERENCE DRAWINGS – VOL 3. Contract drawing A37/16 has been revised and is included in Amendment 0002.

Q20. Reference is made to Bid Items 4028, 5087 and 5088. We understand Bid Item No.

4028 to include all elements of the temporary Diversion Wall, including the king pile and the sheeting. We understand Bid Item 5088 to include the installation of the new sheetpile for the permanent Upper Guard Wall. Can you please clarify the scope to be included in Bid Item No. 5087. It does not appear that there are any pipe pile associated with the work on the upper guard wall in Contract Option No. 5.

A20. See contract revisions per Amendment 0001. The referenced bid items have been revised.

Q21. Reference is made to Specification Section 01 73 19.00 08, Paragraphs 1.1 and 1.2.

This specification clearly indicates that the contractor is responsible for loading and transporting government furnished property. However, Specification Section 35 20 16.33, Paragraph 2.1.1 states “The government will load the gate leaves and appurtenant items on the Contractor’s barge(s) at the dockfront as specified in Section 01 73 19.00 08

GOVERNMENT-FURNISHED PROPERTY.”

A21. The referenced specification paragraphs have been revised to clarify that the contractor is responsible for loading government-furnished property unless stated otherwise within the specifications. These revisions are included in Amendment 0002.

Q22.Reference is made to Section 01 22 00.00 10, Paragraph 1.3.21 Portland Cement. The contract documents state that payment “will be made at the contract price per ton, which price will include the cost of required unloading, hauling, handling, and storage at the site, of all Portland cement used in the concrete produced at the batch plant”. Please clarify whether the contractor will be responsible for the cost of furnishing the cement. Please also clarify whether the Contractor will be responsible for the cost of furnishing the Pozzolan, Ground Granulated Blast Furnace Slag, Silica Fume, Anti-Washout Admixtures, and Limestone Powder.

A22. Yes, the contractor is responsible for the cost of furnishing the cement for the bid items included under the referenced specification paragraph 1.3.21. The contractor is also responsible for the cost of furnishing the pozzolan, ground granulated blast furnace slag, silica fume, anti-washout admixtures, and limestone powder for the bid items included under paragraphs 1.3.22 through 1.3.26 within the referenced specification section.

Q23.Please review Bid Items 5087, 5088 and 5089. From our evaluation, it appears this work is performed in Phase 4 and included in Option 4 Bid Item 4028.

A23. See contract revisions per Amendment 0001. The referenced bid items have been revised.

Q24. Refs: Amendment 0001, Q&A 20.

The answer to Question 20 does not make sense. Can you help explain?

If we assume the response is directed to the initial award (say, for example, Base and Options 1 and 2), then it is very logical that the 12-month Warranty period begins with substantial completion of the work in the initial award (in the example, substantial completion of Base and Options 1 and 2).

Then, should the Corps award Options 3 through 5 at different times, well after work has begun on the Base and Options 1 and 2, then it would be logical that a separate 12-month Warranty period would begin with substantial completion of Options 3 through 5. These warranty periods may be three different periods (assuming the Options are awarded at different times), or a single Warranty period (assuming Options 3, 4 and 5 were awarded at the same time).

Do we understand the Warranty provisions of the contract correctly? Do we understand the Government’s response to Question 20 correctly?

A24. There will NOT be separate warranty periods for each option. There will be one 12-month warranty period that begins when the entire contract is substantially complete, meaning ALL WORK awarded to the contractor is substantially complete.

Q25. Ref: Spec section 22 15 19.19 08. Paragraph 2.2 of spec 22 15 19.19 08 states that “The [air] compressor shall have an individual, self-contained air cooling system complete with necessary heat exchanger(s) & air cooled aftercooler(s)” We are unclear if this is referring to an integral air dryer or not. Model # R75n, which is specified, does not include an integral air dryer. The integral air dryer can be included as an add-on option, but we would like confirmation that this is what is requested by the quoted spec requirement above. Please confirm if this requirement is stating the air compressor is to include an integral air dryer add on option.

A25. The specifications for the air compressor do not require an integral air dryer.

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 03-Aug-2015 11:00 AM to 06-Aug-2015 11:00 AM.

The following have been modified:

PRICE SCHEDULE

Item

Description

Quantity

Unit

Unit Price

Total

BASE CONTRACT, MONOLITHS M-1 TO M-7

0001 REIMBURSEMENT FOR ACTUAL

PERFORMANCE AND PAYMENT

BONDS PREMIUMS, AWARDABLE

OPTION 1

1 JOB $ . $ .

0002 DIGITAL PROGRESS IMAGES,

MONTHLY, BASE CONTRACT

34 SET $ . $ .

0003 MOBILIZATION AND DEMOBILIZATION,

BASE CONTRACT

1 JOB $ . $ .

0004 REIMBURSEMENT FOR REPAIRS AT

GOVERNMENT FIELD OFFICES, BASE

CONTRACT

1 JOB $40,000.00 $40,000.00

0005 FURNISH AND INSTALL SHEET PILING,

COFFERBOX MONOLITHS M-1 TO M-7

15,093 LINEAR

FEET

0006 FURNISH AND INSTALL KING PILES,

COFFERBOX MONOLITHS M-1 TO M-7

9,408 LINEAR

FEET

0007 DYNAMIC PILE TESTING, COFFERBOX

MONOLITHS M-1 TO M-7

7 EACH $ . $ .

0008 FURNISH AND INSTALL STRUCTURAL

STEEL, COFFERBOX MONOLITHS M-1

TO M-7

670,544 POUNDS $ . $ .

0009 REMOVE SHEET PILING, COFFERBOX

MONOLITHS M-1 TO M-7

9,320 LINEAR

FEET

0010 REMOVE KING PILES, COFFERBOX

MONOLITHS M-1 TO M-7

6,662 LINEAR

FEET

0011 REMOVE STRUCTURAL STEEL,

COFFERBOX MONOLITHS M-1 TO M-7

639,144 POUNDS $ . $ .

0012 MODIFY UPSTREAM PROTECTION

CELL FOR COFFERBOX BRACES

1 JOB $ . $ .

0013 UNDERWATER ALLUVIUM

EXCAVATION INSIDE COFFERBOX

MONOLITHS M-1 TO M-7

7,680 CUBIC

YARDS

0014 COFFERBOX DEWATERING

MONOLITH M-1

1 JOB $ . $ .

0015 COFFERBOX DEWATERING

MONOLITH M-7

1 JOB $ . $ .

0016 COFFERBOX DEWATERING

MONOLITHS M-2 TO M-6

1 JOB $ . $ .

0017 COMPENSATION FOR FLOODING AND

EVACUATION, COFFERBOXES M-1 OR

M-7

2 EACH $120,000.00 $240,000.00

0018 COMPENSATION FOR FLOODING AND

EVACUATION, COFFERBOXES M-2 TO

M-6

1 EACH $400,000.00 $400,000.00

0019 PRE-EXCAVATION MIDDLE WALL

UPSTREAM

7,900 CUBIC

YARDS

0020 FIELD DEMONSTRATION, MIDDLE

WALL FOUNDATION DRILLED SHAFT

1 JOB $ . $ .

0021 78" DIA. PERMANENT CASING, 72-INCH

DIA. MW FOUNDATION DRILLED

SHAFTS, MONOLITHS M-1 TO M-7

695 LINEAR

FEET

0022 SOIL EXCAVATION, 72-INCH DIA. MW

FOUNDATION DRILLED SHAFTS,

MONOLITHS M-1 TO M-7

884 LINEAR

FEET

0023 ROCK EXCAVATION, 72-INCH DIA. MW

FOUNDATION DRILLED SHAFTS,

MONOLITHS M-1 TO M-7

1,922 LINEAR

FEET

0024 REINFORCING STEEL, MW

FOUNDATION DRILLED SHAFTS,

MONOLITHS M-1 TO M-7

1,703,868 POUNDS $ . $ .

0025 ACCESS TUBES, CROSSHOLE SONIC

LOGGING, MW FOUNDATION DRILLED

SHAFTS, MONOLITHS M-1 TO M-7

15,565 LINEAR

FEET

0026 DELIVER AND PLACE GOVERNMENT-

FURNISHED CONCRETE, MW

FOUNDATION DRILLED SHAFTS,

MONOLITHS M-1 TO M-7

2,842 CUBIC

YARDS

0027 CROSSHOLE SONIC LOGGING (CSL)

MW FOUNDATION DRILLED SHAFTS,

MONOLITHS M-1 TO M-7

46 EACH $ . $ .

0028 CORING OF MW FOUNDATION

DRILLED SHAFTS, MONOLITHS M-1

TO M-7

403 LINEAR

FEET

0029 FURNISH AND INSTALL UPSTREAM

MITER GATE EMBEDDED GUDGEON

ANCHORAGE FRAMES

4 EACH $ . $ .

0030 FURNISH, INSTALL, REMOVE AND

STORE UPSTREAM BULKHEAD

RECESS FILLERS

1 JOB $ . $ .

0031 FIELD DEMONSTRATION, TREMIE

FOUNDATION PLACEMENT

1 JOB $ . $ .

0032 FURNISH AND INSTALL TREMIE

CONCRETE PARTITIONS, COFFERBOX

MONOLITHS M-1 TO M-7

160,461 POUNDS $ . $ .

0033 DELIVER AND PLACE GOVERNMENT-

FURNISHED TREMIE CONCRETE,

MONOLITHS M-1 TO M-7

5,850 CUBIC

YARDS

0034 DELIVER AND PLACE GOVERNMENT-

FURNISHED CAST-IN-PLACE

CONCRETE, MIDDLE WALL,

MONOLITHS M-1 TO M-7

15,567 CUBIC

YARDS

0035 PVC WATERSTOPS, MONOLITHS M-1

TO M-7

590 LINEAR

FEET

0036 COPPER WATERSTOPS, MONOLITHS

M-1 TO M-7

240 LINEAR

FEET

0037 REINFORCING STEEL, MIDDLE WALL,

MONOLITHS M-1 TO M-7

599,622 POUNDS $ . $ .

0038 INSTALL FLOATING MOORING BITT

ANCHORAGE FRAMES, MONOLITH M-

2 EACH $ . $ .

0039 FURNISH AND INSTALL LINE HOOKS

AND GUARDS, MONOLITH M-5

10 EACH $ . $ .

0040 FURNISH AND INSTALL CHECK

POSTS, MONOLITHS M-1 AND M-6

3 EACH $ . $ .

0041 FURNISH AND INSTALL LOCK LADDER

RECESS METALS, MONOLITHS M-2

AND M-6

2,619 POUNDS $ . $ .

0042 FURNISH AND INSTALL ALUMINUM

RABBET ANGLES, MONOLITHS M-1

TO M-7

498 LINEAR

FEET

0043 FURNISH AND INSTALL ALUMINUM

PLANKING, MONOLITHS M-1 TO M-7

1,003 SQUARE

FEET

0044 FURNISH AND INSTALL ALUMINUM

PLATE WELDED TO ALUMINUM

GRATING, MONOLITHS M-1 TO M-7

64 SQUARE

FEET

0045 FURNISH AND INSTALL CORNER

CASTINGS, MONOLITHS M-1 TO M-7

22 EACH $ . $ .

0046 FURNISH AND INSTALL CORNER

PROTECTION, MONOLITHS M-1 TO M-

959 LINEAR

FEET

0047 FURNISH AND INSTALL WALL ARMOR,

MONOLITHS M-1 TO M-7

2,982 LINEAR

FEET

0048 FURNISH AND INSTALL MONOLITH

JOINT PROTECTION, MONOLITHS M-1

TO M-7

277 LINEAR

FEET

0049 TREMIE CONCRETE DEMOLITION,

MONOLITH M-4

43 CUBIC

0050 FURNISH AND INSTALL EMBEDDED

PINS FOR REMOVABLE HANDRAIL,

MONOLITHS M-1 TO M-7

22 EACH $ . $ .

0051 FURNISH AND INSTALL EMBEDDED

METALS, UPSTREAM MITER GATE

1 JOB $ . $ .

0052 FURNISH AND INSTALL EMBEDDED

METALS, UPSTREAM BULKHEAD

RECESSES

1 JOB $ . $ .

0053 FURNISH AND INSTALL ALTERNATING

STAIR TREADS, MONOLITH M-4

1 EACH $ . $ .

0054 FURNISH AND INSTALL ACCESS

HATCH, MONOLITH M-4

1 EACH $ . $ .

0055 FURNISH AND INSTALL WATERTIGHT

MANHOLE COVERS, MONOLITHS M-3

AND M-4

4 EACH $ . $ .

0056 NOT USED

0057 FURNISH AND INSTALL ELECTRICAL

AND MECHANICAL SYSTEMS

EMBEDDED ITEMS, BASE CONTRACT

1 JOB $ . $ .

0058 ENVIRONMENTAL COMPLIANCE

MEASUREMENTS, SAMPLING,

TESTING AND REPORTING, VICTORY

HOLLOW SITE, BASE CONTRACT

23 MONTHS $ . $ .

0059 CLEANING OF SEDIMENT BASIN NO. 1,

VICTORY HOLLOW SITE, BASE

CONTRACT

4 EACH $ . $ .

0060 CLEANING OF SEDIMENT BASIN NO. 2,

VICTORY HOLLOW SITE, BASE

CONTRACT

3 EACH $ . $ .

0061 CLEARING, VICTORY HOLLOW SITE,

BASE CONTRACT

5 ACRE $ . $ .

0062 SILT FENCE, VICTORY HOLLOW SITE,

BASE CONTRACT

500 LINEAR

FEET

0063 WEIGHTED SEDIMENT FILTER TUBE,

VICTORY HOLLOW SITE, BASE

CONTRACT

1,000 LINEAR

FEET

0064 TEMPORARY SEEDING, VICTORY

HOLLOW SITE, BASE CONTRACT

10 ACRE $ . $ .

0065 PERMANENT SEEDING, VICTORY

HOLLOW SITE, BASE CONTRACT

5 ACRE $ . $ .

0066AA PDT NO. 2A SURFACE COURSE, FIRST

1,000 SQUARE YARDS, VICTORY

HOLLOW SITE, BASE CONTRACT

1,000 SQUARE

YARDS

0066AB PDT NO. 2A SURFACE COURSE, ALL

OVER 1,000 SQUARE YARDS,

VICTORY HOLLOW SITE, BASE

CONTRACT

500 SQUARE

YARDS

0067 TRAFFIC CONTROL, VICTORY

HOLLOW SITE

0068 OFFLOAD, PROCESS AND

TRANSPORT EXCAVATED MATERIAL

FROM M-22 TO M-27 CONTRACT

5,900 CUBIC

YARDS

0069 BRIDGE MODIFICATIONS, VICTORY

HOLLOW SITE

1 JOB $ . $ .

0070 AS-BUILT DRAWINGS, BASE

CONTRACT

1 JOB $ . $ .

0071 FURNISH AND INSTALL ALUMINUM

GRATING, MONOLITHS M-3

30 SQUARE

FEET

0072 ENVIRONMENTAL FIELD TECHNICIAN

COMPLIANCE REPRESENTATIVE,

BASE CONTRACT

34 MONTHS $ . $ .

TOTAL, BASE CONTRACT ITEMS 0001

THROUGH 0072

AWARDABLE OPTION 1, MONOLITHS M-11 TO M-16

1001 REIMBURSEMENT FOR ACTUAL

PERFORMANCE AND PAYMENT

BONDS PREMIUMS, AWARDABLE

OPTION 1

1 JOB $ . $ .

1002 DIGITAL PROGRESS IMAGES,

MONTHLY, AWARDABLE OPTION 1

7 SET $ . $ .

1003 REIMBURSEMENT FOR REPAIRS AT

GOVERNMENT FIELD OFFICES,

AWARDABLE OPTION 1

1 JOB $40,000.00 $40,000.00

1004 FURNISH AND INSTALL SHEET PILING,

COFFERBOX MONOLITHS M-11 TO M-

11,390 LINEAR

FEET

1005 FURNISH AND INSTALL KING PILES,

COFFERBOXMONOLITHS M-11 TO M-

8,232 LINEAR

FEET

1006 DYNAMIC PILE TESTING, COFFERBOX

MONOLITHS M-11 TO M-16

7 EACH $ . $ .

1007 FURNISH AND INSTALL STRUCTURAL

STEEL, COFFERBOX MONOLITHS M-11

TO M-16

562,752 POUNDS $ . $ .

1008 REMOVE SHEET PILING, COFFERBOX

MONOLITHS M-11 TO M-16

5,846 LINEAR

FEET

1009 REMOVE KING PILES, COFFERBOX

MONOLITHS M-11 TO M-16

4,200 LINEAR

FEET

1010 REMOVE STRUCTURAL STEEL,

COFFERBOX MONOLITHS M-11 TO M-

492,292 POUNDS $ . $ .

1011 UNDERWATER ALLUVIUM

EXCAVATION INSIDE COFFERBOX

MONOLITHS M-11 TO M-16

6,270 CUBIC

YARDS

1012 COFFERBOX DEWATERING

MONOLITH M-11

1013 COFFERBOX DEWATERING

MONOLITH M-16

1 JOB $ . $ .

1014 COFFERBOX DEWATERING

MONOLITHS M-12 TO M-15

1 JOB $ . $ .

1015 COMPENSATION FOR FLOODING AND

EVACUATION, COFFERBOXES M-11

OR M-16

2 EACH $115,000.00 $230,000.00

1016 COMPENSATION FOR FLOODING AND

EVACUATION, COFFERBOXES M-12

TO M-15

1 EACH $400,000.00 $400,000.00

1017 78" DIA. PERMANENT CASING, 72-INCH

DIA. MW FOUNDATION DRILLED

SHAFTS, MONOLITHS M-11 TO M-16

589 LINEAR

FEET

1018 SOIL EXCAVATION, 72-INCH DIA. MW

FOUNDATION DRILLED SHAFTS,

MONOLITHS M-11 TO M-16

722 LINEAR

FEET

1019 ROCK EXCAVATION, 72-INCH DIA. MW

FOUNDATION DRILLED SHAFTS,

MONOLITHS M-11 TO M-16

1,596 LINEAR

FEET

1020 REINFORCING STEEL, MW

FOUNDATION DRILLED SHAFTS,

MONOLITHS M-11 TO M-16

1,041,200 POUNDS $ . $ .

1021 ACCESS TUBES, CROSSHOLE SONIC

LOGGING, MW FOUNDATION DRILLED

SHAFTS, MONOLITHS M-11 TO M-16

12,996 LINEAR

FEET

1022 DELIVER AND PLACE GOVERNMENT-

FURNISHED CONCRETE, MW

FOUNDATION DRILLED SHAFTS,

MONOLITHS M-11 TO M-16

2,375 CUBIC

YARDS

1023 CROSSHOLE SONIC LOGGING (CSL)

MW FOUNDATION DRILLED SHAFTS,

MONOLITHS M-11 TO M-16

38 EACH $ . $ .

1024 CORING OF MW FOUNDATION

DRILLED SHAFTS, MONOLITHS M-11

TO M-16

345 LINEAR

FEET

1025 FURNISH AND INSTALL TREMIE

CONCRETE PARTITIONS, COFFERBOX

MONOLITHS M-11 TO M-16

123,321 POUNDS $ . $ .

1026 DELIVER AND PLACE GOVERNMENT-

FURNISHED TREMIE CONCRETE,

MONOLITHS M-11 TO M-16

4,960 CUBIC

YARDS

1027 DELIVER AND PLACE GOVERNMENT-

FURNISHED CAST-IN-PLACE

CONCRETE, MIDDLE WALL,

MONOLITHS M-11 TO M-16

13,410 CUBIC

YARDS

1028 PVC WATERSTOPS, MONOLITHS M-11

TO M-16

590 LINEAR

1029 REINFORCING STEEL, MIDDLE WALL,

MONOLITHS M-11 TO M-16

418,021 POUNDS $ . $ .

1030 FURNISH AND INSTALL LOCK LADDER

RECESS METALS, MONOLITH M-13

1,337 POUNDS $ . $ .

1031 FURNISH AND INSTALL ALUMINUM

RABBET ANGLES, MONOLITHS M-11

TO M-16

489 LINEAR

FEET

1032 FURNISH AND INSTALL ALUMINUM

PLANKING, MONOLITHS M-11 TO M-16

917 SQUARE

FEET

1033 FURNISH AND INSTALL CORNER

CASTINGS, MONOLITHS M-11 TO M-16

4 EACH $ . $ .

1034 FURNISH AND INSTALL CORNER

PROTECTION, MONOLITHS M-11 TO M-

587 LINEAR

FEET

1035 FURNISH AND INSTALL WALL ARMOR,

MONOLITHS M-11 TO M-16

408 LINEAR

FEET

1036 FURNISH AND INSTALL MONOLITH

JOINT PROTECTION, MONOLITHS M-

11 TO M-16

665 LINEAR

1037 FURNISH AND INSTALL EMBEDDED

PINS FOR REMOVABLE HANDRAIL,

MONOLITHS M-11 TO M-16

4 EACH $ . $ .

1038 FURNISH AND INSTALL ELECTRICAL

AND MECHANICAL SYSTEMS

EMBEDDED ITEMS, OPTION 1

1 JOB $ . $ .

1039 ENVIRONMENTAL COMPLIANCE

MEASUREMENTS, SAMPLING,

TESTING AND REPORTING, VICTORY

HOLLOW SITE, AWARDABLE OPTION 1

7 MONTHS $ . $ .

1040 CLEANING OF SEDIMENT BASIN NO. 1,

VICTORY HOLLOW SITE, AWARDABLE

OPTION 1

1 EACH $ . $ .

1041 CLEANING OF SEDIMENT BASIN NO. 2,

VICTORY HOLLOW SITE, AWARDABLE

OPTION 1

1 EACH $ . $ .

1042 CLEARING, VICTORY HOLLOW SITE,

AWARDABLE OPTION 1

5 ACRE $ . $ .

1043 SILT FENCE, VICTORY HOLLOW SITE,

AWARDABLE OPTION 1

500 LINEAR

FEET

1044 WEIGHTED SEDIMENT FILTER TUBE,

VICTORY HOLLOW SITE, AWARDABLE

OPTION 1

1,000 LINEAR

FEET

1045 TEMPORARY SEEDING, VICTORY

HOLLOW SITE, AWARDABLE OPTION 1

10 ACRE $ . $ .

1046 PERMANENT SEEDING, VICTORY

HOLLOW SITE, AWARDABLE OPTION 1

5 ACRE $ . $ .

1047AA PDT NO. 2A SURFACE COURSE, FIRST

1,000 SQUARE YARDS, VICTORY

HOLLOW SITE, AWARDABLE OPTION 1

1,000 SQUARE

YARDS

1047AB PDT NO. 2A SURFACE COURSE, ALL

OVER 1,000 SQUARE YARDS,

VICTORY HOLLOW SITE, AWARDABLE

OPTION 1

500 SQUARE

YARDS

1048 AS-BUILT DRAWINGS, AWARDABLE

OPTION 1

1 JOB $ . $ .

1049 MOBILIZATION AND DEMOBILIZATION,

AWARDABLE OPTION 1

1 JOB $ . $ .

1050 ENVIRONMENTAL FIELD TECHNICIAN

COMPLIANCE REPRESENTATIVE,

AWARDABLE OPTION 1

7 MONTHS $ . $ .

TOTAL, AWARDABLE OPTION ITEMS

1001 THROUGH 1050

AWARDABLE OPTION 2, MONOLITHS M-8 TO M-10

2001 REIMBURSEMENT FOR ACTUAL

PERFORMANCE AND PAYMENT

BONDS PREMIUMS, AWARDABLE

OPTION 2

1 JOB $ . $ .

2002 DIGITAL PROGRESS IMAGES,

MONTHLY, AWARDABLE OPTION 2

9 SET $ . $ .

2003 DIGITAL AERIAL PROGRESS IMAGES,

QUARTERLY, AWARDABLE OPTION 2

5 SET $ . $ .

2004 ENVIRONMENTAL COMPLIANCE

MEASUREMENTS, SAMPLING,

TESTING AND REPORTING,

CONCRETE BATCH PLANT,

AWARDABLE OPTION 2

16 MONTHS $ . $ .

2005 CLEANING OF SEDIMENT BASIN NO. 1,

CONCRETE BATCH PLANT,

AWARDABLE OPTION 2

2 EACH $ . $ .

2006 CLEANING OF SEDIMENT BASIN NO. 2,

CONCRETE BATCH PLANT,

AWARDABLE OPTION 2

3 EACH $ . $ .

2007 CLEAN SEEP, CONCRETE BATCH

PLANT, AWARDABLE OPTION 2

4 EACH $ . $ .

2008 MAINTAIN CONCRETE TESTING LAB,

AWARDABLE OPTION 2

16 MONTHS $ . $ .

2009 INITIAL BATCH PLANT SETUP AND

TRIAL OPERATION

2010 MONTHLY MAINTENANCE OF BATCH

PLANT AND CONVEYOR SYSTEMS,

AWARDABLE OPTION 2

16 MONTHS $ . $ .

2011 REIMBURSEMENT FOR REPAIR OF

BATCH PLANT AND CONVEYOR

EQUIPMENT, AWARDABLE OPTION 2

1 JOB $25,000.00 $25,000.00

2012 MAINTAIN GOVERNMENT FIELD

OFFICES, AWARDABLE OPTION 2

16 MONTHS $ . $ .

2013 REIMBURSEMENT FOR REPAIRS AT

GOVERNMENT FIELD OFFICES,

AWARDABLE OPTION 2

1 JOB $40,000.00 $40,000.00

2014 MAINTAIN DOWNSTREAM RIVER

CHAMBER CLOSURE, AWARDABLE

OPTION 2

1 JOB $ . $ .

2015 FURNISH AND INSTALL SHEET PILING,

COFFERBOX MONOLITHS M-8 TO M-10

2,223 LINEAR

FEET

2016 FURNISH AND INSTALL KING PILES,

COFFERBOX MONOLITHS M-8 TO M-10

2,520 LINEAR

FEET

2017 DYNAMIC PILE TESTING, COFFERBOX

MONOLITHS M-8 TO M-10

5 EACH $ . $ .

2018 FURNISH AND INSTALL STRUCTURAL

STEEL, COFFERBOX MONOLITHS M-8

TO M-10

205,618 POUNDS $ . $ .

2019 REMOVE SHEET PILING, COFFERBOX

MONOLITHS M-8 TO M-10

2,449 LINEAR

2020 REMOVE KING PILES, COFFERBOX

MONOLITHS M-8 TO M-10

2,898 LINEAR

FEET

2021 REMOVE STRUCTURAL STEEL,

COFFERBOX MONOLITHS M-8 TO M-10

260,950 POUNDS $ . $ .

2022 UNDERWATER ALLUVIUM

EXCAVATION INSIDE COFFERBOX

MONOLITHS M-8 TO M-10

2,920 CUBIC

YARDS

2023 COFFERBOX DEWATERING

MONOLITHS M-8 TO M-10

1 JOB $ . $ .

2024 COMPENSATION FOR FLOODING AND

EVACUATION, COFFERBOX M-8 TO M-

1 EACH $265,000.00 $265,000.00

2025 FIELD DEMONSTRATIONS, NON-

COFFERBOX SHEET PILE SUPPORT

SYSTEM (SECANT WALL)

1 JOB $ . $ .

2026 NON-COFFERBOX SHEET PILE

SUPPORT SYSTEM, PRIMARY

(LAGGING) SECANT PILES

1,840 LINEAR

FEET

2027 NON-COFFERBOX SHEET PILE

SUPPORT SYSTEM, SECONDARY

(STRUCTURAL) SECANT PILES

1,940 LINEAR

2028 NON-COFFERBOX SHEET PILE

SUPPORT SYSTEM, CORING SECANT

PILES

25 EACH $ . $ .

2029 MIDDLE WALL CONTROL TOWER

STRUCTURE

1 JOB $ . $ .

2030 MIDDLE WALL CONTROL SHELTERS

STRUCTURES

2 EACH $ . $ .

2031 78" DIA. PERMANENT CASING, 72-INCH

DIA. MW FOUNDATION DRILLED

SHAFTS, MONOLITHS M-8 TO M-10

273 LINEAR

FEET

2032 SOIL EXCAVATION, 72-INCH DIA. MW

FOUNDATION DRILLED SHAFTS,

MONOLITHS M-8 TO M-10

336 LINEAR

FEET

2033 ROCK EXCAVATION, 72-INCH DIA. MW

FOUNDATION DRILLED SHAFTS,

MONOLITHS M-8 TO M-10

762 LINEAR

FEET

2034 REINFORCING STEEL, MW

FOUNDATION DRILLED SHAFTS,

MONOLITHS M-8 TO M-10

493,200 POUNDS $ . $ .

2035 ACCESS TUBES, CROSSHOLE SONIC

LOGGING, MW FOUNDATION DRILLED

SHAFTS, MONOLITHS M-8 TO M-10

6,156 LINEAR

FEET

2036 PRODUCE CONCRETE AND DELIVER

TO STUB WALL, MW FOUNDATION

DRILLED SHAFTS, MONOLITHS M-8 TO

M-10

1,124 CUBIC

YARDS

2037 DELIVER AND PLACE CONCRETE, MW

FOUNDATION DRILLED SHAFTS,

MONOLITHS M-8 TO M-10

1,124 CUBIC

2038 CROSSHOLE SONIC LOGGING (CSL)

MW FOUNDATION DRILLED SHAFTS,

MONOLITHS M-8 TO M-10

18 EACH $ . $ .

2039 CORING OF MW FOUNDATION

DRILLED SHAFTS, MONOLITHS M-8 TO

M-10

173 LINEAR

FEET

2040 AA PORTLAND CEMENT, AWARDABLE

OPTION 2, FIRST 665 TONS

665 TONS $ . $ .

2040 AB PORTLAND CEMENT, AWARDABLE

OPTION 2, ALL OVER 665 TONS

305 TONS $ . $ .

2041 AA POZZOLAN, AWARDABLE OPTION 2,

FIRST 300 TONS

300 TONS $ . $ .

2041 AB POZZOLAN, AWARDABLE OPTION 2,

ALL OVER 300 TONS

345 TONS $ . $ .

2042 AA GROUND GRANULATED BLAST

FURNACE SLAG, AWARDABALE

OPTION 2, FIRST 260 TONS

260 TONS $ . $ .

2042 AB GROUND GRANULATED BLAST

FURNACE SLAG, AWARDABALE

OPTION 2, ALL OVER 260 TONS

620 TONS $ . $ .

2043 SILICA FUME, AWARDABLE OPTION 2 42 TONS $ . $ .

2044 ANTI-WASHOUT ADMIXTURE,

AWARDABLE OPTION 2

3,050 GALLONS $ . $ .

2045 LIMESTONE POWDER, AWARDABLE

OPTION 2

435 TONS $ . $ .

2046 FURNISH AND INSTALL TREMIE

CONCRETE PARTITIONS, MONOLITHS

M-8 TO M-10

82,214 POUNDS $ . $ .

2047 PRODUCE TREMIE CONCRETE AND

DELIVER TO STUB WALL, MONOLITHS

M-8 TO M-10

2,300 CUBIC

YARDS

2048 DELIVER AND PLACE TREMIE

CONCRETE, MONOLITHS M-8 TO M-10

2,300 CUBIC

YARDS

2049 CAST-IN-PLACE CONCRETE, MIDDLE

WALL, MONOLITHS M-8 TO M-10

6,315 CUBIC

YARDS

2050 PVC WATERSTOPS, MONOLITHS M-8

TO M-10

170 LINEAR

FEET

2051 REINFORCING STEEL, MIDDLE WALL,

MONOLITHS M-8 TO M-10

218,921 POUNDS $ . $ .

2052 INSTALL FLOATING MOORING BITT

ANCHORAGE FRAMES, MONOLITH M-9

2 EACH $ . $ .

2053 FURNISH AND INSTALL LINE HOOKS

AND GUARDS, MONOLITH M-9

10 EACH $ . $ .

2054 FURNISH AND INSTALL CHECK

POSTS, MONOLITH M-9

2 EACH $ . $ .

2055 FURNISH AND INSTALL ALUMINUM

RABBET ANGLES, MONOLITHS M-8 TO

M-10

240 LINEAR

FEET

2056 FURNISH AND INSTALL ALUMINUM

PLANKING, MONOLITHS M-8 TO M-10

433 SQUARE

2057 FURNISH AND INSTALL CORNER

CASTINGS, MONOLITHS M-8 TO M-10

4 EACH $ . $ .

2058 FURNISH AND INSTALL CORNER

PROTECTION, MONOLITHS M-8 TO M-

393 LINEAR

FEET

2059 FURNISH AND INSTALL WALL ARMOR,

MONOLITHS M-8 TO M-10

485 LINEAR

FEET

2060 FURNISH AND INSTALL MONOLITH

JOINT PROTECTION, MONOLITHS M-8

TO M-10

332 LINEAR

FEET

2061 ADAS TURNOVER 1 JOB $ . $ .

2062 INSTRUMENTATION MONITORING

PROGRAM, AWARDABLE OPTION 2

10 MONTHS $ . $ .

2063 FURNISH AND INSTALL ELECTRICAL

AND MECHANICAL SYSTEMS

EMBEDDED ITEMS, OPTION 2

1 JOB $ . $ .

2064 ENVIRONMENTAL COMPLIANCE

MEASUREMENTS, SAMPLING,

TESTING AND REPORTING, VICTORY

HOLLOW SITE, AWARDABLE OPTION 2

9 MONTHS $ . $ .

2065 CLEANING OF SEDIMENT BASIN NO. 1,

VICTORY HOLLOW SITE, AWARDABLE

OPTION 2

2 EACH $ . $ .

2066 CLEANING OF SEDIMENT BASIN NO. 2,

VICTORY HOLLOW SITE, AWARDABLE

OPTION 2

2 EACH $ . $ .

2067 CLEARING, VICTORY HOLLOW SITE,

AWARDABLE OPTION 2

5 ACRE $ . $ .

2068 SILT FENCE, VICTORY HOLLOW SITE,

AWARDABLE OPTION 2

500 LINEAR

FEET

2069 WEIGHTED SEDIMENT FILTER TUBE,

VICTORY HOLLOW SITE, AWARDABLE

OPTION 2

1,000 LINEAR

FEET

2070 TEMPORARY SEEDING, VICTORY

HOLLOW SITE, AWARDABLE OPTION 2

15 ACRE $ . $ .

2071 PERMANENT SEEDING, VICTORY

HOLLOW SITE, AWARDABLE OPTION 2

5 ACRE $ . $ .

2072AA PDT NO. 2A SURFACE COURSE, FIRST

1,000 SQUARE YARDS, VICTORY

HOLLOW SITE, AWARDABLE OPTION 2

1,000 SQUARE

YARDS

2072AB PDT NO. 2A SURFACE COURSE, ALL

OVER 1,000 SQUARE YARDS,

VICTORY HOLLOW SITE, AWARDABLE

OPTION 2

500 SQUARE

YARDS

2073 AS-BUILT DRAWINGS, AWARDABLE

OPTION 2

1 JOB $ . $ .

2074 PRODUCE CONCRETE AND DELIVER

TO STUB WALL, NON-COFFERBOX

SHEET PILE SUPPORT SYSTEM

860 CUBIC

2075 DELIVER AND PLACE CONCRETE,

NON-COFFERBOX SHEET PILE

SUPPORT SYSTEM

860 CUBIC

YARDS

2076 CONCRETE PRODUCTION MANAGER,

AWARDABLE OPTION 2

16 MONTHS $ . $ .

2077 MOBILIZATION AND DEMOBILIZATION,

AWARDABLE OPTION 2

2078 ENVIRONMENTAL FIELD TECHNICIAN

COMPLIANCE REPRESENTATIVE,

AWARDABLE OPTION 2

9 MONTHS $ . $ .

TOTAL, OPTION 2 ITEMS 2001

THROUGH 2078

AWARDABLE OPTION 3, MONOLITHS M-17 TO M-21

3001 REIMBURSEMENT FOR ACTUAL

PERFORMANCE AND PAYMENT

BONDS PREMIUMS, AWARDABLE

OPTION 3

1 JOB $ . $ .

3002 DIGITAL PROGRESS IMAGES,

MONTHLY, AWARDABLE OPTION 3

1 SET $ . $ .

3003 DIGITAL AERIAL PROGRESS IMAGES,

QUARTERLY, AWARDABLE OPTION 3

1 SET $ . $ .

3004 ENVIRONMENTAL COMPLIANCE

MEASUREMENTS, SAMPLING,

TESTING AND REPORTING,

CONCRETE BATCH PLANT,

AWARDABLE OPTION 3

1 MONTHS $ . $ .

3005 CLEANING OF SEDIMENT BASIN NO. 1,

CONCRETE BATCH PLANT,

AWARDABLE OPTION 3

5 EACH $ . $ .

3006 CLEANING OF SEDIMENT BASIN NO. 2,

CONCRETE BATCH PLANT,

AWARDABLE OPTION 3

1 EACH $ . $ .

3007 CLEAN SEEP, CONCRETE BATCH

PLANT, AWARDABLE OPTION 3

1 EACH $ . $ .

3008 MAINTAIN CONCRETE TESTING LAB,

AWARDABLE OPTION 3

1 MONTHS $ . $ .

3009 MONTHLY MAINTENANCE OF BATCH

PLANT AND CONVEYOR SYSTEMS,

AWARDABLE OPTION 3

1 MONTHS $ . $ .

3010 REIMBURSEMENT FOR REPAIR OF

BATCH PLANT AND CONVEYOR

EQUIPMENT, AWARDABLE OPTION 3

1 JOB $25,000.00 $25,000.00

3011 MAINTAIN GOVERNMENT FIELD

OFFICES, AWARDABLE OPTION 3

1 MONTHS $ . $ .

3012 REIMBURSEMENT FOR REPAIRS AT

GOVERNMENT FIELD OFFICES,

AWARDABLE OPTION 3

1 JOB $40,000.00 $40,000.00

3013 MAINTAIN DOWNSTREAM RIVER

CHAMBER CLOSURE, AWARDABLE

OPTION 3

3014 FURNISH AND INSTALL SHEET PILING,

COFFERBOX MONOLITHS M-17 TO M-

7,488 LINEAR

FEET

3015 FURNISH AND INSTALL KING PILES,

COFFERBOX MONOLITHS M-17 TO M-

4,410 LINEAR

FEET

3016 DYNAMIC PILE TESTING, COFFERBOX

MONOLITHS M-17 TO M-21

6 EACH $ . $ .

3017 FURNISH AND INSTALL STRUCTURAL

STEEL, COFFERBOX MONOLITHS M-17

TO M-21

241,120 POUNDS $ . $ .

3018 REMOVE SHEET PILING, COFFERBOX

MONOLITHS M-17 TO M-21

6,794 LINEAR

FEET

3019 REMOVE KING PILES, COFFERBOX

MONOLITHS M-17 TO M-21

4,284 LINEAR

FEET

3020 REMOVE STRUCTURAL STEEL,

COFFERBOX MONOLITHS M-17 TO M-

402,229 POUNDS $ . $ .

3021 UNDERWATER ALLUVIUM

EXCAVATION INSIDE COFFERBOX

MONOLITHS M-17 TO M-21

4,550 CUBIC

YARDS

3022 COFFERBOX DEWATERING,

MONOLITHS M-17 TO M-21

1 JOB $ . $ .

3023 COMPENSATION FOR FLOODING AND

EVACUATION, COFFERBOX M-17 TO M-

1 EACH $410,000.00 $410,000.00

3024 78" DIA. PERMANENT CASING, 72-INCH

DIA. MW FOUNDATION DRILLED

SHAFTS, MONOLITHS M-17 TO M-21

495 LINEAR

FEET

3025 SOIL EXCAVATION, 72-INCH DIA. MW

FOUNDATION DRILLED SHAFTS,

MONOLITHS M-17 TO M-21

600 LINEAR

FEET

3026 ROCK EXCAVATION, 72-INCH DIA. MW

FOUNDATION DRILLED SHAFTS,

MONOLITHS M-17 TO M-21

1,230 LINEAR

FEET

3027 REINFORCING STEEL, MW

FOUNDATION DRILLED SHAFTS,

MONOLITHS M-17 TO M-21

822,000 POUNDS $ . $ .

3028 ACCESS TUBES, CROSSHOLE SONIC

LOGGING, MW FOUNDATION DRILLED

SHAFTS, MONOLITHS M-17 TO M-21

10,260 LINEAR

FEET

3029 PRODUCE CONCRETE AND DELIVER

TO STUB WALL, MW FOUNDATION

DRILLED SHAFTS, MONOLITHS M-17

TO M-21

1,880 CUBIC

YARDS

3030 DELIVER AND PLACE CONCRETE, MW

FOUNDATION DRILLED SHAFTS,

MONOLITHS M-17 TO M-21

1,880 CUBIC

3031 CROSSHOLE SONIC LOGGING (CSL)

MW FOUNDATION DRILLED SHAFTS,

MONOLITHS M-17 TO M-21

30 EACH $ . $ .

3032 CORING OF MW FOUNDATION

DRILLED SHAFTS, MONOLITHS M-17

TO M-21

288 LINEAR

FEET

3033 AA PORTLAND CEMENT,AWARDABLE

OPTION 3, FIRST 1.105 TONS

1,105 TONS $ . $ .

3033 AB PORTLAND CEMENT,AWARDABLE

OPTION 3, ALL OVER 1.105 TONS

380 TONS $ . $ .

3034 AA POZZOLAN, AWARDABLE OPTION 3,

FIRST 500 TONS

500 TONS $ . $ .

3034 AB POZZOLAN, AWARDABLE OPTION 3,

ALL OVER 500 TONS

450 TONS $ . $ .

3035 AA GROUND GRANULATED BLAST

FURNACE SLAG, AWARDABLE OPTION

3, FIRST 430 TONS

430 TONS $ . $ .

3035 AB GROUND GRANULATED BLAST

FURNACE SLAG, AWARDABLE OPTION

3, ALL OVER 430 TONS

750 TONS $ . $ .

3036 SILICA FUME, AWARDABLE OPTION 3 67 TONS $ . $ .

3037 ANTI-WASHOUT ADMIXTURE,

AWARDABLE OPTION 3

3,885 GALLONS $ . $ .

3038 LIMESTONE POWDER, AWARDABLE

OPTION 3

595 TONS $ . $ .

3039 FURNISH AND INSTALL TREMIE

CONCRETE PARTITIONS, COFFERBOX

MONOLITHS M-22 TO M-27

164,428 POUNDS $ . $ .

3040 PRODUCE TREMIE CONCRETE AND

DELIVER TO STUB WALL, MONOLITHS

M-17 TO M-21

3,650 CUBIC

YARDS

3041 DELIVER AND PLACE TREMIE

CONCRETE, MONOLITHS M-17 TO M-

3,650 CUBIC

YARDS

3042 CAST-IN-PLACE CONCRETE, MIDDLE

WALL, MONOLITHS M-17 TO M-21

10,521 CUBIC

YARDS

3043 PVC WATERSTOPS, MONOLITHS M-17

TO M-21

336 LINEAR

FEET

3044 REINFORCING STEEL, MIDDLE WALL,

MONOLITHS M-17 TO M-21

358,391 POUNDS $ . $ .

3045 INSTALL FLOATING MOORING BITT

ANCHORAGE FRAMES, MONOLITH M-

2 EACH $ . $ .

3046 FURNISH AND INSTALL LINE HOOKS

AND GUARDS, MONOLITH M-19

10 EACH $ . $ .

3047 FURNISH AND INSTALL CHECK

POSTS, MONOLITH M-19

2 EACH $ . $ .

3048 FURNISH AND INSTALL LOCK LADDER

RECESS METALS, MONOLITH M-20

2,079 POUNDS $ . $ .

3049 FURNISH AND INSTALL ALUMINUM

RABBET ANGLES, MONOLITHS M-17

TO M-21

392 LINEAR

FEET

3050 FURNISH AND INSTALL ALUMINUM

PLANKING, MONOLITHS M-17 TO M-21

718 SQUARE

FEET

3051 FURNISH AND INSTALL CORNER

CASTINGS, MONOLITHS M-17 TO M-21

12 EACH $ . $ .

3052 FURNISH AND INSTALL CORNER

PROTECTION, MONOLITHS M-17 TO M-

729 LINEAR

FEET

3053 FURNISH AND INSTALL WALL ARMOR,

MONOLITHS M-17 TO M-21

895 LINEAR

FEET

3054 FURNISH AND INSTALL MONOLITH

JOINT PROTECTION, MONOLITHS M-

17 TO M-21

499 LINEAR

FEET

3055 FURNISH AND INSTALL EMBEDDED

PINS FOR REMOVABLE HANDRAIL,

MONOLITHS M-17 TO M-21

4 EACH $ . $ .

3056 INSTRUMENTATION MONITORING

PROGRAM, AWARDABLE OPTION 3

1 MONTHS $ . $ .

3057 FURNISH AND INSTALL ELECTRICAL

SYSTEMS EMBEDDED ITEMS, OPTION

1 JOB $ . $ .

3058 ENVIRONMENTAL COMPLIANCE

MEASUREMENTS, SAMPLING,

TESTING AND REPORTING, VICTORY

HOLLOW SITE, AWARDABLE OPTION 3

1 MONTHS $ . $ .

3059 CLEANING OF SEDIMENT BASIN NO. 1,

VICTORY HOLLOW SITE, AWARDABLE

OPTION 3

1 EACH $ . $ .

3060 CLEANING OF SEDIMENT BASIN NO. 2,

VICTORY HOLLOW SITE, AWARDABLE

OPTION 3

1 EACH $ . $ .

3061 CLEARING, VICTORY HOLLOW SITE,

AWARDABLE OPTION 3

10 ACRE $ . $ .

3062 SILT FENCE, VICTORY HOLLOW SITE,

AWARDABLE OPTION 3

500 LINEAR

FEET

3063 WEIGHTED SEDIMENT FILTER TUBE,

VICTORY HOLLOW SITE, AWARDABLE

OPTION 3

1,000 LINEAR

FEET

3064 TEMPORARY SEEDING, VICTORY

HOLLOW SITE, AWARDABLE OPTION 3

10 ACRE $ . $ .

3065 PERMANENT SEEDING, VICTORY

HOLLOW SITE, AWARDABLE OPTION 2

5 ACRE $ . $ .

3066AA PDT NO. 2A SURFACE COURSE, FIRST

1,000 SQUARE YARDS, VICTORY

HOLLOW SITE, AWARDABLE OPTION 3

1,000 SQUARE

3066AB PDT NO. 2A SURFACE COURSE, ALL

OVER 1,000 SQUARE YARDS,

VICTORY HOLLOW SITE, AWARDABLE

OPTION 3

500 SQUARE

YARDS

3067 AS-BUILT DRAWINGS, AWARDABLE

OPTION 3

1 JOB $ . $ .

3068 CONCRETE PRODUCTION MANAGER,

AWARDABLE OPTION 3

1 MONTHS $ . $ .

3069 MOBILIZATION AND DEMOBILIZATION,

AWARDABLE OPTION 3

1 JOB $ . $ .

3070 ENVIRONMENTAL FIELD TECHNICIAN

COMPLIANCE REPRESENTATIVE,

AWARDABLE OPTION 3

1 MONTHS $ . $ .

TOTAL, OPTION 3 ITEMS, 3001

THROUGH 3070

AWARDABLE OPTION 4 - IN-CHAMBER WORK

4001 REIMBURSEMENT FOR ACTUAL

PERFORMANCE AND PAYMENT

BONDS PREMIUMS, AWARDABLE

OPTION 4

1 JOB $ . $ .

4002 DIGITAL PROGRESS IMAGES,

MONTHLY, AWARDABLE OPTION 4

21 SET $ . $ .

4003 DIGITAL AERIAL PROGRESS IMAGES,

QUARTERLY, AWARDABLE OPTION 4

7 SET $ . $ .

4004 ENVIRONMENTAL COMPLIANCE

MEASUREMENTS, SAMPLING,

TESTING AND REPORTING,

CONCRETE BATCH PLANT,

AWARDABLE OPTION 4

21 MONTHS $ . $ .

4005 CLEANING OF SEDIMENT BASIN NO. 1,

CONCRETE BATCH PLANT,

AWARDABLE OPTION 4

8 EACH $ . $ .

4006 CLEANING OF SEDIMENT BASIN NO. 2,

CONCRETE BATCH PLANT

4 EACH $ . $ .

4007 CLEAN SEEP, CONCRETE BATCH

PLANT, AWARDABLE OPTION 4

5 EACH $ . $ .

4008 MAINTAIN CONCRETE TESTING LAB,

AWARDABLE OPTION 4

20 MONTHS $ . $ .

4009 MONTHLY MAINTENANCE OF BATCH

PLANT AND CONVEYOR SYSTEMS,

AWARDABLE OPTION 4

20 MONTHS $ . $ .

4010 REIMBURSEMENT FOR REPAIR OF

BATCH PLANT AND CONVEYOR

EQUIPMENT, AWARDABLE OPTION 4

1 JOB $25,000.00 $25,000.00

4011 MAINTAIN GOVERNMENT FIELD

OFFICES, AWARDABLE OPTION 4

4012 REIMBURSEMENT FOR REPAIRS AT

GOVERNMENT FIELD OFFICES,

AWARDABLE OPTION 4

1 JOB $40,000.00 $40,000.00

4013 MODIFICATIONS TO EXISTING RIVER

WALL AND EXISTING MIDDLE WALL

FOR CONNECTION OF EMPTYING

CULVERTS

1 JOB $ . $ .

4014 MODIFICATIONS TO EXISTING RIVER

WALL AND NEW MIDDLE WALL FOR

UPSTREAM SILLS AND FILLING

SYSTEM

1 JOB $ . $ .

4015 MISCELLANEOUS MODIFICATIONS TO

EXISTING STUB WALL

1 JOB $ . $ .

4016 MODIFY FLOATING MOORING BITT,

STUB WALL

1 JOB $ . $ .

4017 REMOVE EXISTING CONCRETE

FOOTING, STUB WALL

372 CUBIC

YARDS

4018 REMOVE EXISTING PORT PLUGS AND

CONSTRUCT NEW PORT PLUGS,

STUB WALL

3 EACH $ . $ .

4019 REPAIR CHAMBER FACE OF STUB

WALL AT FIXED WEIR

2,150 SQUARE

FEET

4020 CONSTRUCT NEW UTILITY TRENCH,

STUB WALL

224 LINEAR

FEET

4021 CLEAN AND RESEAL MONOLITH

JOINTS, STUB WALL

603 LINEAR

FEET

4022 CLEAN AND PAINT EXISTING

FERROUS SURFACES, STUB WALL

1 JOB $ . $ .

4023 INSTALL ROCK ANCHORS, STUB WALL 2,160 LINEAR

FEET

4024 DEMOLITION OF ORIGINAL RIVER

WALL, PORTION OF LOWER GUARD

WALL AND FIXED WEIR, AND

STABILIZATION PILES

1 JOB $ . $ .

4025 DEMOLITION OF ORIGINAL RIVER

WALL SUPPORT CELL, DIAPHRAGM

WALL, AND SHEET PILE CUTOFF

WALL

1 JOB $ . $ .

4026 REMOVAL OF STABILIZATION STRUTS 1 JOB $ . $ .

4027 REMOVE TREMIE CONCRETE AND

COFFERBOX PILING, MIDDLE WALL

BAFFLES

284 CUBIC

YARDS

4028 CONSTRUCT TEMPORARY DIVERSION

WALL, UPPER GUARD WALL

4029 CONSTRUCT UPSTREAM COFFERDAM 1 JOB $ . $ .

4030 CONSTRUCT DOWNSTREAM

COFFERDAM AND SPLASH PAD

1 JOB $ . $ .

4031 DEWATER RIVER CHAMBER

COFFERDAM

1 JOB $ . $ .

4032 COMPENSATION FOR FLOODING AND

EVACUATION, RIVER CHAMBER

COFFERDAM

1 EACH $820,000.00 $820,000.00

4033 FLOOD RIVER CHAMBER COFFERDAM 1 JOB $ . $ .

4034 REMOVE UPSTREAM COFFERDAM 1 JOB $ . $ .

4035 ALLUVIUM EXCAVATION, LOCK

CHAMBER

50,830 CUBIC

YARDS

4036 ROCK EXCAVATION, LOCK CHAMBER 3,965 CUBIC

YARDS

4037 UPPER BULKHEAD SILL DRILLED

PILES AND STRUTS

1 JOB $ . $ .

4038 DENTAL CONCRETE 20 CUBIC

YARDS

4039 CONCRETE FILL, LOCK CHAMBER 6,600 CUBIC

YARDS

4040 ROCK FILL, LOCK CHAMBER 7,360 CUBIC

YARDS

4041 BERM MATERIAL, UPPER BULKHEAD

SILL

1,400 CUBIC

YARDS

4042 REIMBURSEMENT FOR REPAIR OF

GOVERNMENT FURNISHED

PROPERTY, AWARDABLE OPTION 4

1 JOB $50,000.00 $50,000.00

4043 INSTALLATION OF GOVERNMENT-

FURNISHED SILL SEAL ANGLE, WALL

QUOIN POSTS, PINTLE BASE AND

PINTLE, UPSTREAM

1 JOB $ . $ .

4044 INSTALLATION OF GOVERNMENT-

FURNISHED SILL SEAL ANGLE, WALL

QUOIN POSTS, PINTLE BASES AND

PINTLES, DOWNSTREAM

1 JOB $ . $ .

4045 CAST-IN-PLACE CONCRETE, RIVER

WALL FACING, MONOLITHS R-8 TO R-

10, R-13 TO R-18, R-26 TO R-28, AND R-

33 TO R-35

5,737 CUBIC

YARDS

4046 CAST-IN-PLACE CONCRETE, SILLS 12,790 CUBIC

YARDS

4047 CONCRETE, FILLING AND EMPTYING

CULVERTS

11,310 CUBIC

YARDS

4048 CONCRETE, LOCK CHAMBER FLOOR

SLABS, UPPER SILL

484 CUBIC

YARDS

4049 CONCRETE, BAFFLES 130 CUBIC

4050 FURNISH AND INSTALL WALL

PROTECTION PLATES, MIDDLE AND

RIVER WALLS

1 JOB $ . $ .

4051 PORTLAND CEMENT, AWARDABLE

OPTION 4

5,538 TONS $ . $ .

4052 POZZOLAN, AWARDABLE OPTION 4 1,534 TONS $ . $ .

4053 GROUND GRANULATED BLAST

FURNACE SLAG, AWARDABLE OPTION

2,322 TONS $ . $ .

4054 SILICA FUME, AWARDABLE OPTION 4 9 TONS $ . $ .

4055 LIMESTONE POWDER, AWARDABLE

OPTION 4

64 TONS $ . $ .

4056 PVC WATERSTOPS, AWARDABLE

860 LINEAR

FEET

4057 RETROFIT PVC WATERSTOPS,

AWARDABLE OPTION 4

125 LINEAR

FEET

4058 REINFORCING STEEL AND DOWELS,

RIVER WALL FACING

588,220 POUNDS $ . $ .

4059 REINFORCING STEEL, SILLS 219,640 POUNDS $ . $ .

4060 REINFORCING STEEL, FILLING AND

EMPTYING…