Amendment 0011.pdf

Offers 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 or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

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

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

WSLP-114 Contract Questions and Answers Round 5

1. Please provide the government estimates for "JOB" CLIN items.

a. See amendment.

2. Illustrated below is an example of the difference I am seeing between the louver schedule and the drawings. I am hoping I can get some guidance as to what to use for the most accurate quote. The example I am calling out is for louvers LV11-LV16 that shows 216” x 120”. However, in the drawing the dimension shows 18’4” (220”) x 20’4” (244”). We are seeing an overall additional 4” called out for the height and width in some cases. The assumption is that 2 louvers will have to make up the total 20’4” height therefore the 120” represented in the schedule is in conflict. This is not the only instance of inconsistent dimension between the schedule and what is shown in the drawings. My question is should I be quoting the dimensions found in the drawings or go with the louver schedule.

a. The louver schedule should be followed for dimensions of the louvers. The dimensions called out in the architectural drawings were to illustrate the clear opening of the building to accommodate the louvers scheduled. The contractor is responsible for coordination between the louver supplier and the metal building manufacturer to be sure the scheduled louvers fit within the building.

3. Will the successful contractor be permitted to access the Western work area of the Reserve Relief Canal Site via Access Road "D" and through the WSLP 107 project?

a. No access through Access Road “D” or WSLP-107 will be granted via this contract. However, the Contractor has the option to ask the WSLP-107 contractor to allow access via a mutual agreement. The WSLP-107 contractor will not be required to grant such access.

4. Can the contracting officer enable the interested vendors list for this solicitation?

Via the SAM Federal Help Desk, "The Interested Vendors List (IVL) will appear in the left-hand navigation of the opportunity if the contracting officer has enabled it."

a. The interested vendor list is enabled.

5. Amendment 0010, page 7, “DRAWINGS”, Note 2 references SHEET ID No. 0S-541, Conceptual TRS Sequence of Construction. Please confirm if this was intended to reference SHEET ID 0S-002.

a. The note change for CONCEPTUAL TRS SEQUENCE OF CONSTRUCTION was intended to refer to SHEET ID No. 0S-002.

6. Please confirm if all TRS materials installed in the ground (i.e. sheet piling, temporary support piles, and vertical bracing) are required to cut off an abandon in place. The question above references flood walls and drainage structure. Does this apply to pump station TRS and all other TRS on the project?

a. All TRS materials are required to be cut off and abandoned in place unless it is otherwise noted in the drawings.

7. Will steel piling for temporary elevated work platforms be permitted to be removed with vibratory equipment after completion of work or will these piles be required to cut off an abandoned in place?

a. Piling for temporary elevated work platforms will be permitted to be removed with vibratory equipment so long as the piles in question are located a minimum of 25 feet or 10 pile diameters away, whichever distance is greater, from any permanent piles for the project. Any piles closer than 25 feet or 10 pile diameters, whichever distance is greater, will be required to be cut off and abandoned in place. If a void were to form while piles are pulled, the void will be required to be backfilled with bentonite slurry.

8. Are the tremie slabs required or conceptual based on the Contractor’s TRS design?

a. Tremie slabs are part of the conceptual TRS design and have been designed to resist seepage into the work area. TRS design is the Contractor's responsibility, and the design will need to account for resisting seepage, regardless of the methodology used.

9. Sht. OE-621 shows load banks mounted on each new 300KW generator as well as 600A breakers and connection boxes for a connection for a roll-up load bank per Note 9. This seems duplicative, are mounted load banks still required for each generator?

a. "The generator skid mounted load banks are required. They are intended to operate when the generator is running to mitigate consequences of underloading, which is likely to occur. The load bank connection box is for testing only. Because the generators are on the 3rd floor, the connection box provides a convenient option to connect a trailer mounted load bank used for testing."

10. If both are required, is the intent that the permanently connected load bank is sized for partial load (e.g., 20%), with the load bank connection box provided to allow connection of a 100% load bank when needed? If there is additional documentation or a narrative that specifically calls out this load of bank configuration, could you please share it? I want to confirm I have all applicable design information.

a. Yes, the permanently connected load bank is sized for partial load. Refer to specification section 26 32 14.00 Section 2.26 for additional information and requirements.

11. The drawings indicate that the generator can accommodate a maximum of four generator breakers, which currently includes (2) 600A breakers and (1) 50A breaker for the fire pump, then one for the load bank. Can you confirm the required breaker size for the permanently connected load bank so we can verify feasibility within this limitation?

a. The load bank is to be provided by the generator supplier. The load bank, OCP, and wiring will be sized by them based on the system requirements. The breaker is not anticipated to be any greater than 300A.

12. Specification 31.62.17.00 12 Steel Pipe Piles indicates100 percent of field splice welds will be non-destructively tested (Articles 2.1.3 and 2.2.5). This requirement greatly exceeds previous USACE specifications on similar type of work of 25% of field welds to be tested. Please consider lowering the field-testing frequency for driven pipe pile splices.

a. See changes in amendment.

13. The Louisiana Department of Revenue allows a construction contractor to be designated as an agent of a Governmental Entity for purposes of making sales tax exempt purchases on behalf of that agency. This is done by using Form R-1020 Designation of Construction Contractor as Agent of a Governmental Entity, which requires signatures from both the contractor and an authorized designator of the Government Entity. Please confirm the USACE will sign Form R-1020 for this project, authorizing the contractor to act as an agent of the USACE for purposes of making sales tax exempt purchases for the project. If USACE cannot confirm this pre-bid, bidders will be required to include the sales tax in their price, increasing the price to the Government.

a. The Louisiana State Sales Tax Exemption Form (R-1020) that the Government’s contracting officer must sign to have the transactions (purchases of materials and supplies) exempted from the Louisiana state sales taxes includes two affirmative statements that the Government is unable to sign, namely, the contracting officer must certify that the contractor is acting as the "agent" of the U.S. The contracting officer must also certify that the U.S. becomes liable to the vendor of the supplies and services for purchases made by the contractor immediately upon delivery of the items to the contractor which transfers too much risk to the Government.

14. Specification section 260500, Part 1.5, calls for all equipment that is not in a conditioned space to be NEMA 4X-316SS. Specification section 262800, Part 2.9.1, Enclosures, calls for the MCC’s to be NEMA 1 gasketed, 12 or better as shown on the drawings. Section 262800, Part 2.10.1, calls for switchboards to be NEMA 2.

Drawing 0E-003, General Note 25 calls for NEMA 4X316SS, NEMA 3RX 316SS, or NEMA 4X marine grade aluminum, or NEMA 3R if NEMA 4X 316SS is unavailable.

Section 262800, Part 2.11.1, calls for NEMA 1 panelboards in conditioned spaces and NEMA 4X in non-conditioned and outdoor spaces, yet Drawing 0E-631 calls for ATS #810 and panel MDP#810 to be NEMA 12. There is no consistent spec for all the gear. Please confirm which NEMA configuration is to be used for all switchboards, MCC’s, panelboards, ATS’s, and safety switches.

a. "0E-001 General Note 25: Only follow this note to require NEMA 4X rating if a different rating is not defined elsewhere in the drawings or specs.

Specification Section 26 05 00 Paragraph 1.5 takes highest precedence. For the purpose of interpreting this section, outdoor areas and the pump station building meet the conditions listed that warrant the NEMA 4X requirement.

All NEMA 4X enclosures shall have a drip edge. The NEMA 4X requirement for the ATS, Switchboards and MCCs located inside the 2nd floor electrical equipment area of the Mechanical and Electrical Building was reduced.

Follow the ratings identified on the one-lines. This was due to the increase in expense, equipment footprints, and availability for NEMA 4X and because this area is heated and not subject to the wind driven rain, ventilation driven rain, and they are not located within 10 feet of exterior building penetrations, louvers and doors as identified in 25 05 00 Paragraph 1.5.

15. Is the project Buy American Act (BAA) or Build America, Buy America Act (BABA)? If so, to what level?

a. Please refer to FAR 52.225-11, Buy American - Construction Materials under Trade Agreements (NOV 2023) on page 35-41/57 of the Solicitation for guidance. USACE is unable to respond as it calls for legal interpretation and conclusion.

16. Please provide the Government’s estimated quantities for Job Items.

a. See amendment

17. Plan sheet 2S-594, note 6 states the pipeline will be removed by the owner. It is also called CSX on the bid form, and GSX on the plan sheets. Is this the same pipeline that is to be removed? What involvement will the contractor have in this item?

a. Yes, this is the same pipeline. "GSX" is a typo. References to "GSX" should be "CSX". Specification Section 01100 paragraph 9(d) states that the contractor should remove the abandoned pipeline to the limits of construction. Note 6 on Sheet 2S-594 will be deleted by amendment.

18. The index of drawings shows sheet 2S-153 Reserve Relief Shell Pipeline Cofferdam.

But there is no sheet 2S-153 in the electronic set. Please provide this sheet.

a. See sheet 2S-153 in amendment.

19. Please confirm that temporary access bridge piles across Reserve Relief Canal can be pulled upon completion.

a. Temporary access bridge piles across Reserve Relief Canal will be permitted to be removed upon completion so long as the piles in question are located a minimum of 25 feet or 10 pile diameters away, whichever distance is greater, from any permanent piles for the project. Any piles closer than 25 feet and 10 pile diameters, whichever distance is greater, will be required to be cut off and abandoned in place. If a void were to form while piles are pulled, the void will be required to be backfilled with grout.

20. Please provide an update and anticipated schedule for the WSLP-103 project as it relates to work around Hwy 51.

a. CD is waiting on a schedule submittal since Option Work 1 was formally exercised. Project Completion is currently September 2028.

21. Referencing specification section 31 05 19.05 12, paragraph 3.3, can all reinforcement geotextile pieces be lapped? Or is the contractor required to seam panels together and only lap where the panels meet?

a. The Contractor is required to seam panels together except in instances as outlined in Section 31 05 19.05 12, paragraph 3.3.2.

22. Please confirm surcharge settlement, both during construction and during hold periods will be measured and paid for under the Preload Embankment items by the use of settlement plates at the surcharges?

a. Yes, confirmed.

23. Please provide the anticipated settlement amounts for the preload sites.

a. The theoretical anticipated settlement for the levee/T-Wall tie-in preloads are as follows: Reserve Relief Preload Settlement: 89.8 in, I-55 Preload Settlement: 111.2 in. The theoretical settlements for the operations areas are as follows: Reserve Relief: 20.4 in, I-55: 48.0 in.

24. Please provide the anticipated settlement amounts for the levee reaches.

a. The theoretical anticipated settlement for the levees are as follows: Reserve

Relief: 2.2 ft, I-55: 6 ft

25. Is temporary seeding and fertilizing required between the levee hold periods?

a. No, seeding and fertilizing is only required on the final completed levee.

26. Is geotextile-placed underneath riprap measured and paid under the separator geotextile items for each site?

a. All riprap, other than the grouted riprap, requires geogrid composite to be placed under it (See sheet C-508). This is measured and paid for under the "Geogrid Composite System" items for each site. Separator geotextile under the grouted riprap is incidental to the grouted riprap and is paid for under the "Grouted Riprap" items for each site.

SECTION 31 62 17.00 12

1. Page 10, paragraph 2.1.3, subparagraph b. Delete this subparagraph in its entirety and substitute the following therefore:

“b. Examination Procedures: Nondestructive testing shall comply with AWS D1.1/D1.1M Clause 8. Specifically, visual inspection is required for 100% of all welds.

Additionally, 25 percent of all spiral welds, 25 percent field splice welds, except field splice welds under the I-55 bridges, where the testing frequency will be required to be 50% of field splice welds per pile, and 100 percent of all girth welds shall be tested by ultrasonic or radiographic testing for groove welds. Welds not passing the test shall be repaired and retested to ensure compliance. Additionally, UT will be performed in-line on 100% of the helical weld for the purpose of identifying defects. The defect shall then be tested in accordance with AWS D1.1/D1.1M Clause 8 part F.”

2. Page 13, paragraph 2.2.5, subparagraph b. Delete this subparagraph in its entirety and substitute the following therefore:

“b. Examination procedures - Examination procedures shall conform to the following requirements. Nondestructive testing shall comply with AWS D1.1/D1.1M Clause 8.

Specifically, visual inspection is required for 100 percent of all welds. Additionally, 25 percent of all spiral welds, 25 percent field splice welds, except field splice welds under the I-55 bridges, where the testing frequency will be required to be 50% of field splice welds per pile, and 100 percent of all girth welds shall be tested by ultrasonic or radiographic testing for groove welds. Welds not passing the test shall be repaired and retested to assure compliance except that ERW defect sections shall be cut out and discarded. Additionally, in-line UT will be performed on 100 percent of the weld for the purpose of identifying defects. The defect shall then be tested in accordance with AWS D1.1/D1.1M Clause 8.”

DRAWINGS

1. SHEET ID No. 2S-241, Quadrant H17. Change “GSX” to “CSX”.

2. SHEET ID No. 2S-594.

a. GENERAL NOTES. Delete NOTE 6 in its entirety.

b. Quadrant M7. Change “GSX” to “CSX”.

c. Quadrant M9. Delete the following: “SEE NOTE 6”.

3. Add attached new drawing SHEET ID No. 2S-153.

Provided for your use is the attached list of WSLP 114 Quantities.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

New Orleans District of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

A

H U

R R

IC

A N

E A

N D S

T O

R M D

A M

A G

E R

IS

K R

E D

U C

T

IO

N P

R O J E

C T

W E

S T S

H O

R E L

A K

E P

O N

T C

H A

R T

R A

IN

L

A

H

C D -2

S -1

.d g n s ta n p w -p w -s v c

-J

A N -2

D S

IZ

E

F

IL

E N

A M

E

F

IL

E N

U M

B E

R

H

S T

A N

T E

C C

O N

S U

L T

IN

G S

E R

V

IC

E S I

N C

P

O Y

D R

A S S

T S

T E

N E

W O

R L E

A N

S L

A

-1

S T J

O H

N T

H E B

A P

T

IS

T P

A R

IS

H W

P -2

-B -0

R E

S E

R V

E R

E L

IE

F I -5

P

U M

P S

T A

T

IO

N S A

N D D

R A

IN

A G

E S

T R

U C

T U

R E

S

W S

L P -1

R E

A D

Y F

O R A

D V

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FO

A

NAISI

UO

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CIVIL

EN

G

NIR

ENIG

IN

PROFESSIONAL ENGINEER

E

License No. 46882

ZACHARY S. GOODNOW

FO

A

NAISI

UO

S

TA

TE

L

CIVIL

EN

G

NIR

ENIG

IN

PROFESSIONAL ENGINEER

E

License No. 46882

ZACHARY S. GOODNOW

B3

H

C D -2

S -1

SCALE: 1/4" = 1'-0" 0 4' 8'2'

2S-153

R E

S E

R V

E R

E L

IE

F

S H

E L L P

IP

E L

IN

E C

O F F

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D A

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P L

A N A

N D S

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IO

N

SECTION - SHELL PIPELINE COFFERDAM

K3

SCALE: 1/4" = 1'-0" 0 4' 8'2'

PLAN - SHELL PIPELINE COFFERDAM

EL 3.0'

T.O. SHEETPILE

EL -3.0'

W16 x 67

EL -8.0'

ETHYLENE PIPELINE

4" SHELL

EL -44.0'

SHEETPILE TIP

EL -13.0'

B Z

A H

A W I

E

C O

O N

L

C A

T T

U R

IN

I

R

M A

R R

-2

-2

N E

W D

R A

W

IN

G A

D D

E D T

O S

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J A

N U

A R

Y

GENERAL NOTES

FINAL TOTAL LENGTH OF COFFERDAM TO BE DETERMINED BY CONTRACTOR.3.

CONTRACTOR TO COORDINATE ALL WORK WITH SHELL PIPELINE.2.

SEE GENERAL NOTES SHEET 0S-002.1.

B3

B3

15'-0" (TYP)

(TYP)

HSS 10 x 0.375

W16 x 67

PIPELINE

ETHYLENE

4" SHELL

NZ-42 SHEET PILE

(TYP)

HSS 10 x 0.375 W16 x 67

15'-0" (TYP)

PIPELINE

ETHYLENE

4" SHELL

NZ-42 SHEET PILE

NATURAL GRADE

EXCAVATION SLOPE

EXCAVATION SLOPE

ON MEANS AND METHODS

FINAL BOTTOM WIDTH BASED

CONTRACTOR TO DETERMINE

WSLP 114 Job Quantities there are other incidental material quantities that are not shown on this sheet, only major items under the job quantities are displayed QUANTITIES PROVIDED ARE ONLY ESTIMATES AND NO EQUITABLE ADJUSTMENT WILL BE MADE TO JOB ITEMS

1 JOB NA

2 JOB NA

3 JOB see drawings/specs

4 JOB contractor designed

5 JOB contractor designed

6 JOB see drawings/specs

7 JOB see drawings/specs

8 LF

9 LF

10 JOB see drawings/specs

11 JOB see drawings/specs

12 JOB 2185 CY

13 JOB 3685 CY

14 JOB 892 CY

15 JOB 603 CY

16 JOB 10119 CY

17 JOB 10119 CY

18 JOB 14 CY

19 JOB 7 CY

20 JOB 95 CY

21 JOB 95 CY

22 JOB 1600 LF of pilings, 141 CY of concrete

23 JOB 1600 LF of pilings, 141 CY of concrete

24 JOB see drawings/specs

25 JOB see drawings/specs

26 JOB 3100 CY

27 JOB 3000 CY

28 JOB 600 CY

29 JOB 1400 CY

30 JOB see drawings/specs

31 JOB see drawings/specs

32 JOB see drawings/specs

33 JOB see drawings/specs

34 JOB see drawings/specs

35 JOB see drawings/specs

36 JOB see drawings/specs

37 JOB see drawings/specs

38 JOB see drawings/specs

39 JOB see drawings/specs

40 JOB 2 each

41 JOB 2 eachDiesel Generator Sets - I-55 1.0000

Electrical Work- I-55 1.0000

Diesel Generator Sets - RRC 1.0000

Electrical Work- RRC 1.0000

Cybersecurity - RRC 1.0000

Cybersecurity - I-55 1.0000

Pumping Station - I-55 1.0000

Navigation Aids - RRC 1.0000

Pumping Station - RRC 1.0000

Miscellaneous Metalwork - I-55 1.0000

Draw Bridge - RRC 1.0000

Miscellaneous Metalwork - RRC 1.0000

Floodwall Tremie Slab Concrete - I-55 1.0000

Pump Station/Drainage Structure Tremie Slab Concrete - I-55 1.0000

Floodwall Tremie Slab Concrete - RRC 1.0000

Pump Station/Drainage Structure Tremie Slab Concrete - RRC 1.0000

Reinforced Concrete Mechanical/Electrical Building - RRC 1.0000

Reinforced Concrete Mechanical/Electrical Building - I-55 1.0000

Reinforced Concrete Fuel Farm Structure - I-55 1.0000

Reinforced Concrete Slabs-On-Grade - I-55 1.0000

Reinforced Concrete Fuel Farm Structure - RRC 1.0000

Reinforced Concrete Slabs-On-Grade - RRC 1.0000

Reinforced Concrete Sleeper Slabs - RRC 1.0000

Reinforced Concrete Sleeper Slabs - I-55 1.0000

Reinforced Concrete Pump Station Substructure - I-55 1.0000

Reinforced Concrete Drainage Structure - I-55 1.0000

Reinforced Concrete Pump Station Substructure - RRC 1.0000

Reinforced Concrete Drainage Structure - RRC 1.0000

Reinforced Concrete Floodwalls - RRC 1.0000

Reinforced Concrete Floodwalls - I-55 1.0000

Truck Wash-Down Rack - I-55 1.0000

Silt Fences - I-55 4,724.0000

Truck Wash-Down Rack - RRC 1.0000

Silt Fences - RRC 6,275.0000

Traffic Control and Coordination - RRC 1.0000

Traffic Control and Coordination - I-55 1.0000

Temporary Retaining Structures - I-55 1.0000

CSX Pipeline Removal 1.0000

Temporary Retaining Structures - RRC 1.0000

Mobilization and Demobilization – I-55 1.0000

Mobilization and Demobilization - RRC 1.0000

42 SY

43 SY

44 SY

45 SY

46 SY

47 SY

48 SY

49 SY

50 SY

51 SY

52 JOB 32 acres

53 JOB 17.5 acres

54 JOB 61214 CY of excavation

55 JOB 20861 CY of excavation

56 JOB see drawings/specs

57 JOB see drawings/specs

58 CY

59 CY

60 CY

61 CY

62 TON

63 TON

64 CY

65 LF

66 LF

67 LF

68 LF

69 CY

70 CY

71 SF

72 SF

73 SF

74 SF

75 JOB 30" pipe piles 1424 LF, 66" spun cast 1680 LF

76 JOB 2964 LF of piling, 562 LF of HDPE marine fenders

77 LF

78 LF

79 LF

80 LF

81 JOB see drawings/specs

82 JOB see drawings/specs

83 LF

84 LF

85 LFFurnish 30" x 0.625" Steel Pipe Piles - RRC 23,530.0000

Steel H-Piling (HP14 x 89) - RRC 26,489.0000

Steel H-Piling (HP14 x 89) - I-55 25,673.0000

Dynamic Pile Testing - I-55 1.0000

14” Prestressed Concrete Piles - I-55 1,021.0000

Dynamic Pile Testing - RRC 1.0000

14” Prestressed Concrete Piles - RRC 2,456.0000

18” Prestressed Concrete Piles - RRC 3,017.0000

18” Prestressed Concrete Piles - I-55 3,258.0000

Flow Training Walls - I-55 1.0000

Piling, Steel Sheet, PZ-35 - I-55 4,202.0000

Braced Floodwall - I-55 1.0000

Piling, Steel Sheet, NZ-28 - RRC 11,467.0000

Piling, Steel Sheet, PZ-22 - RRC** 26,244.0000

Piling, Steel Sheet, PZ-22 - I-55 32,780.0000

Grouted Riprap - I-55 550.0000

Horizontal Strip Drains - I-55 25,760.0000

Grouted Riprap- RRC 900.0000

Horizontal Strip Drains - RRC 36,765.0000

Vertical Wick Drains - RRC 322,760.0000

Vertical Wick Drains - I-55 809,850.0000

Lightweight Aggregate Fill - I-55 100.0000

Sand Fill Base - RRC 47,465.0000

Sand Fill Base - I-55 44,025.0000

Preload Embankment - I-55 22,000.0000

Embankment - I-55 33,131.0000

Preload Embankment - RRC 118,000.0000

Embankment - RRC 41,274.0000

Dewatering - RRC 1.0000

Dewatering - I-55 1.0000

Interior and Floodside Drainage Canal Excavation - I-55 1.0000

Clearing and Grubbing - I-55 1.0000

Interior and Floodside Drainage Canal Excavation - RRC 1.0000

High Strength Geogrid - I-55 6,420.0000

Clearing and Grubbing - RRC 1.0000

High Strength Geogrid - RRC 6,798.0000

Geogrid Composite System - RRC 18,901.0000

Geogrid Composite System - I-55 8,202.0000

Preload Reinforcement Geotextile - I-55 15,350.0000

Levee Reinforcement Geotextile - I-55 2,500.0000

Preload Reinforcement Geotextile - RRC 31,490.0000

Levee Reinforcement Geotextile - RRC 3,000.0000

Separator Geotextile - RRC 5,832.0000

Separator Geotextile - I-55 6,035.0000

86 LF

87 LF

88 LF

89 LF

90 LF

91 TON

92 TON

93 TON

94 TON

95 TON

96 TON

97 JOB 489 LF of fencing

98 JOB 465 LF of fencing

99 JOB see drawings/specs

100 JOB see drawings/specs

101 JOB 216 LF of piling

102 JOB see drawings/specs

103 JOB see drawings/specs

104 ACR

105 ACR

106 TON

107 TON

108 TON

109 TON

110AA LB

110AB LB

111 LB

112 JOB NA

113 JOB Bulk Storage Tanks 2 ea, Day Tanks 5, Overflow Tank 1, Supply & Return Pumps 7

114 JOB Bulk Storage Tanks 2 ea, Day Tanks 5, Overflow Tank 1, Supply & Return Pumps 7

115 JOB 750 VLF

116 JOB 750 VLF

117 JOB 1 ea

118 JOB

3 complete sets of 5 stop logs for a total of 15 ea stop logs for pump station intakes, 2 complete sets of 4 stop logs for a total of 8 stop logs for the drainage structure

119 JOB

3 complete sets of 5 stop logs for a total of 15 ea stop logs for pump station intakes, 2 complete sets of 4 stop logs for a total of 8 stop logs for the drainage structure

120 JOB NA

121 JOB 1 each

122 JOB 2 each

123 JOB 1 each

124 JOB 3 each

125 JOB 3 eachTrash Screens I-55 1.0000

Vehicular Swing Gate - RRC 1.0000

Trash Screens - RRC 1.0000

Slide Gates - I-55 1.0000

Navigation Gate - RRC 1.0000

Slide Gates - RRC 1.0000

Stoplogs - RRC 1.0000

Stoplogs - I-55 1.0000

Temporary Construction Bridge - RRC 1.0000

Water Well - RRC 1.0000

Water Well - I-55 1.0000

Diesel Fuel System - I-55 1.0000

Utility Modifications (Shell Pipeline) - RRC 1.0000

Diesel Fuel System - RRC 1.0000

Fertilizer - I-55 229.0000

First 270 lbs - RRC 270.0000

All Over 270 LBS - RRC 154.0000

Sulfur Soil Amendment - I-55 3.0000

Lime Soil Amendment - I-55 5.0000

Sulfur Soil Amendment - RRC 5.0000

Lime Soil Amendment - RRC 9.0000

Seeding and Mulching - RRC 9.0000

Seeding and Mulching - I-55 5.0000

Precast Access Road P Bridge - I-55 1.0000

HPU Platform – RRC 1.0000

Precast Access Road F Bridge – RRC 1.0000

Precast Access Ramps - I-55 1.0000

Chain Link Fencing and Gates - I-55 1.0000

Precast Access Ramps - RRC 1.0000

Chain Link Fencing and Gates - RRC 1.0000

Surfacing (Crushed Stone) - RRC 1,401.0000

Surfacing (Crushed Stone) - I-55 1,203.0000

Surfacing (Drainage Layer) - I-55 2,579.0000

Surfacing (Separation Stone) - I-55 5,164.0000

Surfacing (Drainage Layer) - RRC 3,003.0000

Surfacing (Separation Stone) - RRC 6,338.0000

Furnish 24" x 0.5" Steel Pipe Piles - I-55 18,164.0000

Drive 24" x 0.5" Steel Pipe Piles - I-55 18,164.0000

Drive 30" x 0.625" Steel Pipe Piles - I-55 27,280.0000

Drive 30" x 0.625" Steel Pipe Piles - RRC 23,530.0000

Furnish 30" x 0.625" Steel Pipe Piles - I-55 27,280.0000

126 TON

127 TON

128 TON

129 TON

130 TON

131 TON

132 TON

133 TON

134 TON

135 TON

136 TON

137 JOB 150 SY of ACB and Geotextile

138 JOB 166 LF of barrier and 120 LF of piling

139 JOB 181 LF of barrier and 120 LF of piling

140 JOB 3 each

141 JOB 3 each

142 JOB 5 pumps

143 JOB 5 pumps

144 JOB 41 control panels in total

145 JOB 41 control panels in total

146 JOB 1 ea

147 JOB 1 ea

148 JOB 3 each

149 JOB 3 each

150 JOB see drawings/specs Settlement Monitoring of Preload Embankment - RRC 1.0000

Pump Diesel Engines - I-55 1.0000

Bridge Crane and Hoist - I-55 1.0000

Pump Diesel Engines - RRC 1.0000

Bridge Crane and Hoist - RRC 1.0000

Process Control and Automation - RRC 1.0000

Process Control and Automation - I-55 1.0000

Submersible Pump - I-55 1.0000

Vertical Pumps - I-55 1.0000

Submersible Pump - RRC 1.0000

Vertical Pumps - RRC 1.0000

Floating Trash Barrier - RRC 1.0000

Floating Trash Barrier - I-55 1.0000

ACB/Bypass Canal - RRC 1.0000

Bedding Stone - RRC 7,335.0000

Bedding Stone - I-55 3,358.0000

R2200 Riprap - I-55 3,415.0000

R3500 Riprap – RRC 1,715.0000

R650 Riprap - I-55 4,469.0000

R1000 Riprap - RRC 14,083.0000

R200 Riprap - I-55 7,899.0000

R400 Riprap – RRC 11,877.0000

R200 Riprap - RRC 8,751.0000

R90 Riprap – RRC 1,458.0000

R90 Riprap - I-55 1,985.0000

WSLP 114 job quantities

WSLP 114 job quantities

Untitled

- Provide answers to questions.

- Provide updates to specifications and drawings.

- Bid due date and time remains Feb 6, 2026 no later than 9:30 AM CST

- bid opening date and time remains Feb 6, 2026 at 10:30 AM CST. Virtually via teams. Phone number: 503-207-9433, Conference ID: 469 322 39#

- NO ADDITIONAL QUESTIONS WILL BE ACCEPTED.

7400 LEAKE AVENUE, ROOM 172

NEW ORLEANS LA 70118-3651

ATTN: CEMVN-CT, ROOM 172

7400 LEAKE AVE.