Revised Amendment 0009.pdf

ED 21-019

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

The above numbered solicitation for Atchafalaya River Levees, St. Mary Levee District, Charenton Floodgate, Replacement, St. Mary Parish, Louisiana (ED 21-019) is hereby amended as follow s:

1) Provides Government responses to Offeror(s) questions submitted during the Q&A period.

2) The proposal submission date and time of Monday, July 18, 2022, at 11:00 am local time, remains the same.

1. CONTRACT ID CODE PAGE OF PAGES

1 15

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

16C. DATE SIGNED

BY 08-Jul-2022

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 W912P822R0006

X 9B. DATED (SEE ITEM 11)

14-Jan-2022

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

08-Jul-2022

CODE

CONTRACTING DIV- CHIEF

7400 LEAKE AVENUE, ROOM 172

NEW ORLEANS LA 70118-3651

W912P8 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

x 1

W912P822R0006

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 0008

RESPONSES TO CONTRACTOR QUESTIONS

Incorporate responses to Contractor questions in this Amendment.

UPDATED WAGE DETERMINATION

Incorporate wage determination LA20220006 dated 06 May 2022.

UNIT OF MEASURE “JOB” QUANITIES

These quantities are provided per request. It is expressly understood that the accuracy of these estimates is in no way warranted and that furnishing this information to a bidder will relieve him/her of his/her responsbility to estimate the quantities involved. It is further to be expressly understood in no case will estimate be used as a basis of a claim against the Government.

SECTION 00010

Pages 00010-3 thru 00010-6. Delete these pages in their entirety and substitute the attached revised pages 00010-3 thru 00010-6 therefore.

SUBMITTAL REGISTER

Delete the Submittal Register in its entirety and substitute the attached revised Submittal Register therefore.

SECTION 01100

1. Page 15, subparagraph 9(e)(1), St. Mary Parish Water & Sewer Commission #4. Delete this subparagraph in its entirety and substitute the following therefore:

“(1) Disposition Item W2: Existing 10” water line W2 servicing the raw water intake pumping station will be relocated concurrent with construction to a new permanent alignment near C/L Sta.

102+30. The waterline will remain in service. Relocation of the waterline requires a completed levee section by the Contractor, above which the new 14” waterline will be installed by the owner in accordance with Federal levee crossing permit criteria, including overbuild above the pipeline.

The Contractor shall coordinate placement of geotextile fabric and surfacing on the levee crown above the new pipeline’s overbuild and for the extent of the 1:20 pipeline ramp in accordance with contract details. Following installation of the new 14” waterline, the existing 10” waterline will be grouted in place by the owner prior to placement of embankment above it.”

2. Page 36. Add the following new paragraph as follows:

“34. TEMPORARY PILING DISPOSITION

Any temporary piling within twenty-five (25) feet of a permanent pile (top of pile) shall be cut-off and left in place. Any temporary piling used to form an enclosure around a permanent structure for constructability purposes, that is driven deeper than the permanent foundation piling, shall be cut-off below the bottom of the stabilization slab inside the foundation limits and left in place.”

SECTION 05 59 20

1. Page 18, paragraph 2.1.8. Delete this paragraph in its entirety and substitute the following therefore:

“2.1.8. Shop Assembly

Perform fabrication and assembly of the sub-parts of the sector gate in an indoor, climate controlled shop.

Closely check each item to ensure that all necessary clearances have been provided. The needle girders shall be fully assembled in the shop prior to shipping to the project site. Before shipping the sector gate components, all exposed surfaces and faying surfaces shall be painted with at least a primer coat conforming to the requirements of Section 09 97 02 PAINTING: HYDRAULIC STRUCTURES.”

2. Page 25, paragraph 3.3. Delete this paragraph in its entirety and substitute the following therefore:

“3.3 PAINTING

Paint all exposed surfaces of the structure (sector gate and needle girders) as specified in Section 09 97 02:

PAINTING: HYDRAULIC STRUCTURES. Grind all edges of plate prior to coating. Perform grinding of plate edges before paint preparation in order to remove hardness as a result of flame cutting. Brake and grind all square edges and holes other than bolt holes to a 1/16-inch radius prior to painting.”

SECTION 08 56 53

Delete this section in its entirety.

NEW SECTION 08 51 13

Add the attached new Section 08 51 13 - ALUMINUM WINDOWS.

NEW SECTION 08 81 00

Add the attached new Section 08 81 00 – GLAZING.

SECTION 01 57 23.01 12

1. Page 2. Add the following new paragraph as:

“1.5 SUBMITTALS

The following shall be submitted for Government approval and shall be in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Truck Wash-down Rack Plan; G”

2. Page 2, paragraph 3.1. Delete this paragraph in its entirety and substitute the following therefore:

“3.1 Truck Wash-Down Rack

The Contractor shall design, submit a Truck Wash-down Rack Plan to the Contracting Officer for approval, and provide an aggregate surfaced truck wash-down rack to be located at a point of egress from the construction site and at the borrow pit during hauling operations to eliminate mud and debris transported onto public roads. All trucks utilized for hauling shall be pressure washed on the wash-down rack prior to departing the construction site. The truck wash-down rack shall be sized and located within the rights-of-way for the access road per the Contractor's proposed equipment and construction site layout.

1. The aggregate surfaced truck wash-down rack may also consist of a Contractor designed steel grated structure, wooden timber crane mats, or an equivalent method.

2. Surfacing meeting the requirements of Section 32 15 00.01 12 SURFACING shall be located between the truck wash-down rack and the haul road.

3. All truck wash-down rack waste water and sediment shall be intercepted before draining offsite. The water shall be returned to the adjacent canal and the sediment removed and disposed of at the borrow pit.

4. Upon completion of the hauling operation, the Contractor shall remove the truck wash-down rack and all appurtenances from the construction site.

5. The area where the truck wash-down rack was located shall be restored to the condition or better than prior to construction activities. All aggregate placed between the wash-down rack and the roadway shall remain.”

SECTION 31 62 16.00 12

Page 5, paragraph 3.3. Delete this paragraph in its entirety and substitute the following therefore:

“3.3 SPLICING

Splices may be used after the splice details and methods have been reviewed and approved by The Contracting Officer. Prefabricated and mechanical splices will not be allowed. No more than two splices per full length of pile will be permitted. No splice will be permitted within the top forty feet or bottom twenty feet of the pile or in the portion of the pile within five feet of the maximum tensile stress as located in the pile. If circumstances dictate that this requirement has been violated, then it will have to be approved by the Designer of Record. The splices shall be able to develop 100% of the pile structural capacity. Lateral joints shall be made with a continuous full penetration butt weld in accordance with AWS D1.1/D1.1M. Unless reduced by an approved WPS, the minimum preheat and interpass temperature for splice welding and for making repairs shall be 150 degrees F. In the event welding is disrupted, preheating to 150 degrees F must occur before welding is resumed.

Welds shall not be water quenched but allowed to cool unassisted to ambient temperature.”

SECTION 31 62 18.01 12

1. Page 4, paragraph 1.5, submittal item SD-01 Preconstruction Submittals. Add the following under this submittal item category:

“Splice Details and Methods; G, EDS”

2. Page 15, paragraph 3.1.9. Delete this paragraph in its entirety and substitute the following therefore:

“3.1.9 Splicing

Splices may be used after the splice details and methods have been submitted to the Contracting Officer for review and approval. Note that prefabricated and mechanical splices will not be allowed. No more than two splices per full length of pile will be permitted. No splice will be permitted within the top forty feet or bottom twenty feet of the pile or in the portion of the pile within five feet of the maximum tensile stress as located in the pile. If circumstances dictate that this requirement has been violated, then it will have to be approved by the Designer of Record. The splices shall be able to develop 100% of the pile structural capacity. The splices shall be able to develop 100% of the pile structural capacity. Lateral joints shall be made with a continuous full penetration butt weld in accordance with AWS D1.1/D1.1M and be tested in accordance with paragraph "Shop and Field Testing". Backer rings will be allowed. Backer rings shall meet the following criteria:

(1) They shall be a minimum of 3/8 inch thick.

(2) Splicing in the backer rings shall be made by full penetration welds

(3) Attachment of the rings to the pipe shall be done by using the minimum size and spacing of tack welds that will securely hold the backing ring in place.

(4) Tack welding shall be done in the root area of the weld splice.

(5) The gap between the backing ring and the pipe wall shall be no greater than 5/64 inch.

Unless reduced by an approved WPS, the minimum preheat and interpass temperature for splice welding and for making repairs shall be 150 degrees F regardless of the pipe wall thickness. In the event welding is disrupted, preheating to 150 degrees F must occur before welding is resumed. Welds shall not be water quenched but allowed to cool unassisted to ambient temperature.”

DRAWINGS

1. Sheet ID R-101, EXISTING UTILITY TABLE, ITEM NO. W3. Change “10 WATER LINE” ” to “14”

WATER LINE” “.

2. Sheet ID S-305. The 32” dimension line for the pile embedment should point to the top of the pile at the centerline.

3. Sheet ID S-500, PILE SPLICE NOTE. Delete the third note and replace with the following: “SEE

SPECIFICATIONS FOR SPLICE REQUIREMENTS.”

4. Sheet ID S-511, PILE SPLICE NOTE. Delete this note in its entirety and substitute the following therefore:

“PILE SPLICE NOTE. SEE SPECIFICATIONS FOR SPLICE REQUIREMENTS.”

5. Sheet ID S-522. Delete all instances of “BLAST RATED”, “BLAST RESISTANT”, and “BLAST PROOF”.

1. How many proposals were received for Phase 1?

Response: This information is not available for release.

2. Please postpone the due date to August 12, 2022, to allow for proper amount of time to provide the necessary details and receipt of quotes from vendors.

Response: No.

3. Can you clarify what, if any, demolition is required for the existing sector gate, gate structure, or operating facilities?

Response: Demolition consists of removal of existing dolphins only at this time. The sector gates are under an historical evaluation and their removal will be determined at a later time. The existing gate structure is to remain and not be disturbed.

4. Is there a floor plan or door schedule that provides door sizes, hand swings, door elevations, frame details, etc.?

Response: The Control Room door swing is shown on Drawing S-127. Door details are provided on Drawing S- 522.

5. Please provide what the blast requirements are for this project? The current blast specifications appear to be generic.

Response: No blast requirements for the project. Spec and plan sheet S-522 will be amended accordingly.

6. Unable to determine what is so explosive near the doors and need confirmation if the requirement is to install hurricane or tornado resistant doors?

Response: No blast requirements for the project. Spec and plan sheet S-522 will be amended accordingly.

7. For the Small Business Plan, can the Company Address and DUNS be deleted from the table or will USACE allowed a smaller font than 10 Times New Roman? For example, our first contract that we have to list has 29 separate SB concerns.

Response: Offerors may use additional forms where necessary to provide complete responses to the Factor 4, Small Business Commitment Document Proposal.

8. What caused the change from 5/16” fillets to CJP on the intercostal to skin plate welds? Will the government consider changing back? There is a significant increase in welding cost and distortion issues with the increased weld required.

Response: No. Project shall be bid according to the plans and specifications.

9. Is the intent for the entire bid package (Volume I and Volume II) to be submitted, or are we to only submit the items that were not submitted during phase I.

Response: Do not duplicate what has been submitted for Volume 1.

10. The paint specifications appear to contradict. Please confirm the coating system to be used. Section 3.5 of 09 97 02 calls for a 4 coat system 6-A-Z, while section Para 3.3 of section 05 59 20 refers to Para 3.5 of Section 09 97 02.01 which calls for a 2 coat system 6.

Response: Sector Gate and Needle Girders shall be painted following Para 3.5 of specification Section 09 97 02 – Painting: Hydraulic Structures. Section references in 05 59 20 will be corrected by amendment.

11. Based on the number of changes from 80% plans can the deadline to questions be extended by 1 week to 7/28/22?

More time is needed to get answers and question from Vendors for ability to roll the members to you tolerances as shown.

Response: No.

12. Based on the number of changes from 80% and the bid currently being due the week of a holiday will the government extend the bid due date by 1 week?

Response: The Proposal Due Date has been extended to 18 July 2022 by this Amendment.

13. What is the schedule for relocation of W1 and W2 waterlines shown on sheet R-101? The TRS cannot be installed until these are relocated.

Response: The Contractor should contact the utility owners for questions on utility relocation coordination in accordance with Specification 01100, paragraph 9.

14. Will follow up questions based on answers to these be allowed?

Response: No.

15. What is driving the true plane tolerance of 1/8” on the skin plate after welding? This tolerance in addition to the CJP weld to the intercostal seems both unnecessary and very costly. Removal of this tolerance be acceptable to the government provided all sealing requirements and gate operating tolerances are met?

Response: Project shall be bid according to the plans and specifications.

16. Will Peening of welds CJP per permitted for distortion of control?

Response: Peening shall comply with AWS D1.5 and shall be submitted for approval.

17. Can the answer to question 39 from previous Q&A be incorporated in the contract specs? Specs for pipe pile and H-pile contradict the answer.

Response: This will be changed by Amendment P00008.

18. There is a note in Detail B7 on Sheet M-500 stating that the machined rack support plate shall be field-milled “with gate in place to obtain true radius +/- 0.015”at center of plate…” This radius in question is more than 40’ and temperature changes due to sun exposure or just ambient temperature are expected to cause up to ¼” or larger changes in the gate radius daily. A) What is the critical radius to be held? B) Wouldn’t the engagement of the pinion and rack in Detail B1 control over this, and thus be able to omit the note in Detail B7?

Response: The critical radius to be held is the rack pitch line as shown on M-104 A2 & A6. It is noted that the true radius of the gate will vary with thermal expansion, however this does not alleviate the need to ensure consistency in radius throughout the full gate swing. Variations due to thermal expansion are addressed by the temperature factor incorporate in the equation noted on the drawings for setting of the pitch line. However, a consistent radius is required to achieve this throughout the gate swing. If adequate tolerance is not achieved in setting the interface radius, adequate tolerance will not be achieved in uniformly setting the rack/pinion pitch line offset.

19. The paint system and painting limits for H-pile and sheet pile is specified in Section 09 97 02.01 12 Paragraph 3.5 but we cannot find if pipe pile is to be coated. Is there a specification or plans sheet that details what system to use and the extents of pipe piles to be coated?

Response: The Pipe Piles are uncoated.

20. Please confirm bid date is Friday 7/8/2022 and Monday was transcribed in error in item 9 (B) for the “Attention to Offerors Letter/”.

Response: Per this Amendment the Proposal Submission Date is 18 July 2022

21. Does the bid submission documentation for Phase I need to be resubmitted with required documentation for Phase 2?

Response: No. See answer to question 9.

22. Please confirm the small business commitment is supposed to be submitted in Volume 2?

Response: The Offerors Proposal for the Small Business Commitment Evaluation Factor shall be submitted with Volume II.

23. Section 02 41 00 “Demolition” does not mention the removal of the existing sector gates; however, it is stated as a scope item in the past performance assessment questionnaire letter. Are the sector gates to be removed in this scope of work?

Response: Demolition consists of removal of existing dolphins only at this time. The sector gates are under an historical evaluation and their removal will be determined at a later time. The existing gate structure is to remain and not be disturbed.

24. Can the government provide the St. Mary’s Parish Davis bacon wages?

Response: St. Mary’s Parish wage determination has been added to this amendment P00008.

25. It appears the dimension line for the pile embedment shown on S-305 was drawn in error. Please advise.

Response: The 32” dimension line for the pile embedment should point to the top of the pile at the centerline. This will be corrected by amendment.

26. It is understood that the design of the temporary retaining structure is the responsibility of the contractor as stated on drawing S-002; however, is it at the discretion of the contractor to determine if the cofferdam berm is required or not?

Response: The Contractor shall design, install, maintain and remove the temporary Retaining Structure (TRS) as required by Section 01 53 00.02 12 of the specifications.

27. What is the riprap size required on the riverside of the gatebay monolith shown on C-203 and C-204?

Response: Please see Specification Section 35 31 19.04 12.

28. As it pertains to Section 01 53 00.02 12 Item 3.2.1, will bentonite slurry be required for the cofferdam after it is removed since the specifications state that the area inside the cofferdam needs to be rewatered prior to removal?

Response: Bentonite slurry will not be required for sections of the Temporary Retaining Structure (TRS) that are beneath the surface of the water after rewatering.

29. Will H-pile splice kits and pipe pile chill rings be allowed for splicing of the piles?

Response: The piles shall be spliced in accordance with the drawings and specifications.

30. Is it the intent for the dynamic pile tests described in Section 31 62 14.00 12 to determine the length of piles or just the blow count criteria?

Response: The dynamic test will be used to verify the design capacity of the piles. No length adjustment is anticipated.

31. Will the contractor be allowed to use the existing needle girders to create a dry excavation as detailed on drawing

SH-100?

Response: No the Contractor may not use the existing girders, but the Contractor may fabricate needle girders and use the existing slots.

32. Can the government provide its estimated quantities to include a pile schedule?

Response: Yes, government can provide quantities as outlined in paragraph 52.236-4 (e). A pile schedule will not be provided.

33. Can the government provide the CAD and point files?

Response: No. Electronic data will be provided to the awarded Contractor.

34. The Sector Gate tolerances given on sheet SC-001B seem excessively tight for this project. Given the fabrication steps required for this fabrication, these tolerances could force the contractor into over-sizing members and machining the entire gate. The skin plate must be rolled parallel to the rolling direction – which will require step braking rather rolling as plate rollers are not wider than 13ft. Further, all roller/former companies contacted hold to AISC code of Standard Practice tolerances of ± ⅛”. After step-braking of the skin plate, the intercostals (with ±¼” ASTM A6 tolerance) must be CJP welded to the skin plate, causing significant heat input and distortion of the skin plate. This must then be fit to the rolled W27 girder, which would also be rolled to AISC Code of standard Practice tolerance of ± ⅛”. This accumulation of tolerances make meeting dimensional tolerances on Sheet SC-001B impractical without forcing the contract to machine the entire gate. Is the intent of the Corps to have the full gate machined in order to meet these tolerances? If not, could tolerances be revised to meet AISC Code of Standard Practice and ensure final seal?

Response: No, it is not the intent to have the full gate machined. Any variances to tolerances shall be submitted for approval.

35. Specification section 0110 09.e calls for the relocation of waterline “W2” to a new permanent location near C/L Sta.

102+30 with a new pipe diameter of 12 inches. Plan sheet R-101 shows waterline “W3” crossing the levee at this stationing with a diameter of 10 inches. Can it be confirmed that the relocated “W2” pipe is 12 inches in diameter and crossing the levee at C/L Sta 102+30?

Response: The new relocated W2 pipe is to be 14” in diameter. This will be changed in the P&S by amendment.

36. Rip rap is added to the scope in the Plans, but no pay item was added for Rip Rap. Will the Government please add a pay item for rip rap with a unit quantity?

Response: Please see Specification Section 35 31 19.04 12.

37. In regards to the response to Question #13 from Phase 1 of the Solicitation: Please clarify the 72,000lb load limit provided for the levee. Is this the load limit for the temporary access bridge support on the levee, or is this the axel load limit for haul vehicles? Does this load limit only apply at the temporary access to the borrow? Construction of the gate structure will require equipment well in excess of the 72,000lbs.

Response: This is the load limit for the crown of the levee. This only applies to areas outside of the construction limits.

38. In regards to the response to Question #13 from Phase 1 of the Solicitation: Will soil stabilization of the levee be permitted in order to support crane and equipment loadings for construction of the gate structure?

Response: Any support plan for equipment shall be submitted for approval. This plan shall address any impacts to the existing structure and/or the proposed structure.

39. Is the load limit of the bridge across the existing structure due to the condition of the span or due to concerns with the condition of the walls/foundations the span is on?

Response: It is due to both.

40. Paragraph 3.3.7 of Spec Section 03 31 00.00 12 states that all T-walls, bases, and stems, and gatebay monolith require special thermal treatment, treating these structures as mass concrete. Some of these sections are as thin as 2 ft, whereas the LADOTD defines mass concrete as “a structural concrete placement having a least dimensions of 48 inches or greater.” Will the Government consider revising this requirement so that it is only applicable to structures that have a minimum dimension of 48 inches or greater?

Response: No. Thermal analysis of the mix design will determine if controls are required

00010-3 Ed 21-019

SECTION 00010 – BIDDING SCHEDULE

Atchafalaya River Levees, St. Mary Levee District, Charenton Floodgate – Replacement, St. Mary Parish, Louisiana

Item DESCRIPTION Estimate d Quantity

Unit Unit Price Estimated Amount

0001 Mobilization and Demobilization 1 JOB

0002 Video and Photographic Documentation 1 JOB

0003 Temporary Retaining Structures 1 JOB

0004 Traffic Control and Coordination 1 JOB

0005 Silt Fences 11,900 LF

0006 Truck Wash-Down Racks 1 JOB

0007 Selective Demolition 1 JOB

0008 Sector Gate Reinforced Concrete 1 JOB

0009 Floodwall Reinforced Concrete 1 JOB

0010 Needle Girders 1 JOB

0011 Control Room Doors 1 JOB

0012* Aluminum Windows 1 JOB

0013 Storm Shutters 1 JOB

0014 Electrical Work 1 JOB

0015 Cathodic Protection System 1 JOB

0016 Geotextile Separator Fabric 4,650 SY

0017 High Strength Geotextile 5,200 SY

0018 Clearing and Grubbing 1 JOB

0019 Degrading Existing Levees 11,100 CY

0020 Borrow Pit Development 1 JOB

0021 Construction Dewatering 1 JOB

0022 Embankment, Compacted Fill 51,000 CY

0023 Piling, Steel Sheet, Type PZ 22 33,500 SF

00010-4 Ed 21-019

0024 Fender System and Pile Clusters 1 JOB

0025 Dynamic Tests During Initial Driving - Steel Piles 30 EA

0026 Dynamic Tests During Restrike - Steel Piles 30 EA

0027 Steel H-Pile, 14x89 4,600 LF

0028 Steel H-Pile, 16x183 15,100 LF

0029 Steel Pipe Piles 23,400 LF

0030 Surfacing Material 800 CY

0031 Chain Link Fencing and Gates 1 JOB

0032 Seeding and Mulching 29 AC

0033 Fertilizer

0033AA First 5,000 LBS 5,000 LBS

0033AB All Over 5,000 LBS 5,000 LBS

0034++ Lime Soil Amendment 29 TON

0035++ Sulfur Soil Amendment 15 TON

0036 Fabrication of Sector Gate 1 JOB

0037 Installation and Testing of Sector Gate 1 JOB

0038 Stone 3,100 TON

0039 Concrete Scour Protection 1,200 SY

0040 Sector Gate Operating Machinery 1 JOB

TOTAL $

++Items not subject to the requirements of FAR 52.211-18 VARIATION IN ESTIMATED QUANTITY.

*Indicates a change from the previous Bidding Schedule.

**The unit "JOB" as used in this Bidding Schedule is synonymous with the term "Lump Sum" used elsewhere within these plans and specifications.

Award will be made as a whole to one bidder.

NOTE 1: Bidders shall furnish unit prices for each item listed in the Schedule requiring a unit price. If the bidder fails to insert a unit price in the appropriate blank for required item(s), but does furnish an extended total, or an estimated amount for such item(s), the Government shall deem the unit price to be the quotient obtained by dividing the extended amount for that line item by the

00010-5 Ed 21-019

NOTE 2: Any bid may be rejected if the Contracting Officer determines in writing that it is unreasonable as to price. Unreasonableness of price includes not only total price of bid, but the price for individual line items as well. Any bid may be rejected if the prices for any line items or sub line items are materially unbalanced (See FAR 14.404-2).

NOTE 3: THE NOTICE TO PROCEED (NTP): The successful bidder is advised that performance and payment bonds shall be submitted in accordance with the time frame in block 12B of SF 1442. The NTP will be issued immediately after verification of acceptable performance and payment bonds. Within seven (7) days after issuance of the NTP, the Contractor shall initiate a meeting to discuss the submittal process with the Area or Resident Engineer or his authorized representative. Physical work cannot start until the Accident Prevention Plan, Contractor Quality Control Plan, and other submittals which may be required, have been submitted and approved and all preliminary meetings called for under the contract, have been conducted.

NOTE 4: RAPID VENDOR PAYMENT: Web based instructions for the submission of invoices;

http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPaym ent.aspx

00010-6 Ed 21-019

EVALUATION OF SUBDIVIDED ITEMS.

Item No. 0033 is subdivided into two or more estimated quantities and are to be separately priced. The Government will evaluate each of these items on the basis of total price of its sub-items.

(End of Clause)

VARIATIONS IN ESTIMATED QUANTITIES - SUBDIVIDED ITEMS.

The Variations in Estimated Quantities Subdivided Items clause is applicable only in Item No. 0033.

a. Variations from the estimated quantity in the actual work performed under any second or subsequent sub-item or elimination of all work under such a second or subsequent sub-item will not be the basis for an adjustment in contract unit price.

b. Where the actual quantity of work performed for Item No. 0033 is less than 85% of the quantity of the first sub-item listed under such items, the Contractor will be paid at the contract unit price for that sub-item for the actual quantity of work performed and, in addition, an equitable adjustment in contract price shall be made in accordance with the clause FAR 52.211-18, Variation in Estimated Quantity .

c. If the quantity of work performed under Item No. 0033 exceeds 115% or is less than 85% of the total estimated quantity of the sub-items under that item, and/or if the quantity of work performed under the second sub-item or any subsequent sub-item under Item No. NONE exceeds 115% or is less than 85% of the estimated quantity of any such sub-item, and if such variation causes an increase or a decrease in the time required for performance of this contract, the contract completion time will be adjusted in accordance with the clause FAR 52.211-18, Variation in Estimated Quantity.

(End of Clause)

W912P8-22-R-0006 Project: Charenton Floodgate

Unit Estimated Item Description Quantity

0001 JOB N/A

0002 Video and Photographic Documentation JOB 1

0003 Temporary Retaining Structure JOB 1 30" Pipe Piles LF 2650 SheetPile SF 9500 Bracing for Cofferdam LF 2170

0004 Traffic Control and Coordination JOB 1

0006 Traffic Wash-Down Racks EA 2

0007 Selective Demolition JOB 1 Removal of Surfacing CY 545 Removal of powerline with 2 power poles and line LF 750 Remove Existing Pile Dolphins LF 1120

0008 Sector Gate Reinforced Concrete JOB 1 Excavation CY 6179 Stem CY 2300 Base CY 1760 Stab Slab CY 281 Control House CY 23 Backfill CY 1330

0009 Floodwall Reinforced Concrete JOB 1 Excavation CY 7716 Stem CY 2606 Base CY 2441 Stab Slab CY 136 Backfill CY 6500

0010 Needle Girders Tons 3.75

0011 Doors EA 1

0012 Windows EA 3

0013 Storm Shutters EA 3

0018 Clearing and Grubbing AC 10

0024 Fenders System and Pile Clusters Dolphin Piles LF 360 Fendering Piles LF 360 Fender System Steel LBS 14695 Fender System Composite Fender LF 385

0036 Fabrication of Sector Gates Tons 113.62

0037 Installation and Testing of Sector Gate Tons 120.97

0040 Sector Gate Operating Machinery JOB 1 Hydraulic Power Units EA 1 Sector Gate Controls EA 1

JOB QTO PAGE 1 OF 1

Base Work

Mobilization and Demobilization

During the lifetime of this project, only one mobilization and demobilization will be required.

Traffic Control and Coordination shall be implemented in accordance with the plans andspecifications and LaDOTD standards.

It is expressly understood that the accuracy of these estimates is in no wise warranted and that the furnishing of this information to a bidder will not relieve him/her of his/hers responsibility to estimate the quantities involved. It is further to be expressly understood in no case will such estimate be used as a basis of a claim against the Government.

W912P8-22-R-0006 Project: Charenton Floodgate

Unit Estimated Item Description Quantity

0001 JOB N/A

0002 Video and Photographic Documentation JOB 1

0003 Temporary Retaining Structure JOB 1 30" Pipe Piles LF 2650 SheetPile SF 9500 Bracing for Cofferdam LF 2170

0004 Traffic Control and Coordination JOB 1

0006 Traffic Wash-Down Racks EA 2

0007 Selective Demolition JOB 1 Removal of Surfacing CY 545 Removal of powerline with 2 power poles and line LF 750 Remove Existing Pile Dolphins LF 1120

0008 Sector Gate Reinforced Concrete JOB 1 Excavation CY 6179 Stem CY 2300 Base CY 1760 Stab Slab CY 281 Control House CY 23 Backfill CY 1330

0009 Floodwall Reinforced Concrete JOB 1 Excavation CY 7716 Stem CY 2606 Base CY 2441 Stab Slab CY 136 Backfill CY 6500

0010 Needle Girders Tons 3.75

0011 Doors EA 1

0012 Windows EA 3

0013 Storm Shutters EA 3

0018 Clearing and Grubbing AC 10

0024 Fenders System and Pile Clusters Dolphin Piles LF 360 Fendering Piles LF 360 Fender System Steel LBS 14695 Fender System Composite Fender LF 385

0036 Fabrication of Sector Gates Tons 113.62

0037 Installation and Testing of Sector Gate Tons 120.97

0040 Sector Gate Operating Machinery JOB 1 Hydraulic Power Units EA 1 Sector Gate Controls EA 1

JOB QTO PAGE 1 OF 1

Base Work

Mobilization and Demobilization

During the lifetime of this project, only one mobilization and demobilization will be required.

Traffic Control and Coordination shall be implemented in accordance with the plans andspecifications and LaDOTD standards.

It is expressly understood that the accuracy of these estimates is in no wise warranted and that the furnishing of this information to a bidder will not relieve him/her of his/hers responsibility to estimate the quantities involved. It is further to be expressly understood in no case will such estimate be used as a basis of a claim against the Government.

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 23 PAGES charenton 2022

01 32 17.00 20 SD-01 Preconstruction Submittals

1.6 GQualifications

1.4 GBaseline Network Analysis

Schedule SD-11 Closeout Submittals

1.8.2 GAs-Built Schedule

01 33 00 SD-01 Preconstruction Submittals

1.7 GSubmittal register

01 45 04.00 10 SD-01 Preconstruction Submittals

3.2 GContractor Quality Control Plan

01 53 00.02 12 SD-02 Shop Drawings

1.5.1 GShop Drawings

SD-05 Design Data

1.5 GDesign Calculations

01 55 26.00 12 SD-01 Preconstruction Submittals

3.2 GTraffic Control Device Plan

3.2 GTraffic Control Device Plan

01 57 20.00 12 SD-01 Preconstruction Submittals

1.6.1 GEnvironmental Pollution Control

Plan GEnvironmental Pollution Plan

01 57 23.00 12 SD-04 Samples

2.1.1 GSilt Fence Geotextile

SD-07 Certificates

2.1.1 GSilt Fence Geotextile

01 57 23.01 12 SD-01 Preconstruction Submittals

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 23 PAGES

01 57 23.01 12 3.1 GTruck Wash-down Rack Plan 01 78 02.00 10 SD-02 Shop Drawings

1.3.1 GAs-Built Drawings

01 78 23 SD-10 Operation and Maintenance

Data

1.4 GO&M Database

3.1.1 GTraining Plan

3.1.3 GTraining Outline

3.1.2 GTraining Content

SD-11 Closeout Submittals

3.1.4 GTraining Video Recording

3.1.6 GValidation of Training Completion

02 41 00 SD-01 Preconstruction Submittals

1.7 GDemolition Plan

1.8 GDemolition Plan

1.5.1 GNotifications

1.5.2 GReceipts

1.6 GExisting Conditions

03 11 14.00 12 SD-02 Shop Drawings

1.7 GShop Drawings;

SD-03 Product Data 2.1Materials

SD-05 Design Data

3.2.1 GFormwork Not Supporting Weight

of Concrete SD-06 Test Reports

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03 11 14.00 12 1.8Quality Control

3.2 GForm Removal

03 15 13.00 12 SD-02 Shop Drawings

3.1.3 GWaterstops

SD-03 Product Data

2.1.1 GPreformed Expansion Joint Filler

2.1.2.1 GSealant

3.1.3 GWaterstops

3.1.2field-molded

SD-04 Samples

2.3.2.2 GNon-metallic Material

SD-07 Certificates

2.1.1 GPreformed Expansion Joint Filler

2.1.2.1 GSealant

3.1.3Waterstops

SD-08 Manufacturer’s Instructions

2.3.2 GSplicing Waterstops

03 21 00.00 12 SD-02 Shop Drawings

3.1 GFabrication and Placement

SD-03 Product Data

3.1.3 GMechanical Butt-Splices

2.1 GMaterials

SD-06 Test Reports

1.5.1 GMaterial

1.5.2 GTests, Inspections, and

Verifications

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 23 PAGES

03 31 00.00 12 SD-03 Product Data

2.2 GConcrete Mixture Proportions

2.1.2 GAggregates

3.1.2Batch Plant 3.1.3Concrete Mixers 3.1.4Conveying Equipment and

Methods 3.3Placing Equipment and Methods 2.1.6Nonshrink Grout 3.2.3.2Surface Retarder

SD-04 Samples

1.6.1 GAggregate

SD-05 Design Data

3.2.3 GConstruction Joint Treatment

3.5 GCuring and Protection

3.3.4 GCold-Weather Placing

3.3.5 GHot-Weather Placing

3.3.7 GThermal Analysis and Thermal

Control Plan SD-06 Test Reports

3.7.2 GTesting and Inspection for

Contractor Quality Control

3.7.2.13Uniformity of Concrete Mixing

3.7 GTests and Inspections

3.3.7Temperature Monitoring

SD-07 Certificates

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03 31 00.00 12 3.7.1Qualifications 3.7.1testing technicians 3.7.1concrete construction special inspector

2.1.1 GCementitious Materials

2.1.4.1Impervious-Sheet Curing

Materials 2.1.3.1Air-Entraining Admixture 2.1.3.3Other Chemical Admixtures 2.1.4.2Membrane-Forming Curing

Compound 2.1.7Latex Bonding Compound

05 50 03.00 12 SD-02 Shop Drawings

2.1.1 GShop Drawings

3.2.1.4 GWelding Procedure Specifications

D1.1 (WPS)

3.4.3 GWelding Procedure Specifications

D1.2 (WPS)

3.3.2 GWelding Procedure Specifications

D1.6 (WPS)

3.2.1.5 GWelder Performance

Qualifications Certification D1.1

3.4.4 GWelder Performance

Qualifications Certification D1.2

3.3.3 GWelder Performance

Qualifications Certification D1.6

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05 50 03.00 12 3.2.1.5 GProcedure Qualifications Report

(PQR D1.1)

3.4.4 GProcedure Qualifications Report

(PQR D1.2)

3.3.3 GProcedure Qualifications Report

(PQR D1.6)

3.2.1.4 GInspector

3.4.3 GInspector

1.5.2.1 GNondestructive Testing

SD-03 Product Data 1.5.1Materials

SD-07 Certificates

3.2.1.5 GCertificates

3.4.4 GCertificates

05 59 20 SD-01 Preconstruction Submittals

1.4.3 G AEWelding Procedure Specifications

(WPS)

2.1.6 G AEWelding Procedure Specifications

(WPS)

1.4.4.1 G AEFracture Control Plan (FCP)

1.4.1 G AEWeld Tracking Log Template

1.4.2 G AEWeld Tracking Log

1.7.1 G AEQualification of Welders and

Welding Operators

1.7.2 G AEInspector Qualifications

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05 59 20 1.7.3 G AEQualification of Structural Steel Fabricator

2.2.3.2.1 G AENDT Inspector Certification

2.2.7 G AEWelding Repairs - Non-Fracture

Critical Members

2.2.7 G AEWelding Repairs - Fracture

Critical Members

2.1.4.2 G AEPerformance Qualification

Records 2.2.3.2.4.1G AEUltrasonic Written Procedure

SD-02 Shop Drawings

1.7.6 G AEErection Drawings

SD-03 Product Data 2.1.3Materials Disposition Record

3.1.1 G AEAnti-Galling Compound;

SD-06 Test Reports

2.2 G AECertified Test Reports

1.7Witness Points

2.1.5.2 G AERepair of Mislocated or Misdrilled

Holes

2.2.4.2 G AESchedule of Random Testing

2.1.5.3 G AEManufacturer Certified Test

Reports

2.1.5.3 G AEDistributor Certified Test Reports

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1.4 G AEWork Plan

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05 59 20 1.4.3 G AEWelding Procedure Specifications

(WPS)

2.1.6 G AEWelding Procedure Specifications

(WPS)

2.1.6 G AEProcedure Qualifications Records

(PQR)

2.1.6 G AEWelder Performance

Qualifications (WPQ)

SD-09 Manufacturer’s Field Reports

2.2.9 G AEControl Dimensions

08 11 13 SD-02 Shop Drawings

2.1 GDoors

2.1 GDoors

2.2 GFrames

2.2 GFrames

SD-03 Product Data

2.1 GDoors

2.2 GFrames

08 51 13 SD-02 Shop Drawings

1.11 GWindows

1.10Fabrication Drawings

SD-03 Product Data

1.11 GWindows

1.9.2 GHardware

1.11 GWindow performance

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08 51 13 1.10 GWeatherstripping

2.2.2 GAccessories

SD-04 Samples 1.5.2.1Finish Sample

SD-05 Design Data

2.1 GStructural calculations for

deflection SD-06 Test Reports

1.5.4Minimum condensation resistance factor

1.5.3 GLarge Missile Impact

1.9.1 GCyclic Wind Loading

SD-10 Operation and Maintenance Data

3.2 GWindows, Data Package 1

Submit in accordance with Section 01 78 23 OPERATION

AND MAINTENANCE DATA

08 81 00 SD-02 Shop Drawings 1.4Installation

SD-03 Product Data 1.4Glazing Accessories

SD-07 Certificates 2.1Impact Resistant Glass

SD-08 Manufacturer’s Instructions 2.2Setting and sealing materials

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08 81 00 3.2Glass setting 09 97 02.01 12 SD-03 Product Data

1.6 GSafety and Health Provisions

1.6.6.2 GRespirators

1.7 GMedical Status

1.9.2.1 GPM-10 Monitoring

1.9.2.1 GPM-10 Monitoring

SD-04 Samples

2.1 GSpecial Paint Formulas

2.2 GPaint Formulations

1.6.3 GSolvents

SD-06 Test Reports

1.9.2.1 GPM-10 Monitoring

1.9.2.1 GPM-10 Monitoring

3.4 GInspection

SD-07 Certificates

1.4 GQualifications

1.4.2 GCoating Thickness Gage

Qualification 09 97 02 SD-01 Preconstruction Submittals

1.4 G AESafety, Health, and

Environmental Requirements

1.4.1 GAccident Prevention Plan

1.4.1.6 GConfined Spaces Plan

1.4.1.7 GRespiratory Protection Plan

1.4.2.1 GAirborne Sampling Plan

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09 97 02 1.4.1 GVentilation Assessment Plan

1.4.2 GMedical Surveillance Plan

1.4.3 G AEEnvironmental Protection Plan

1.4.3.1Waste Manifest

1.4.3.1 G AEWaste Disposal Plan

1.4.3.2 GContainment Plan

1.4.3.3 GVisible Emissions Monitoring

Plan

1.4.3.4 GPM-10 Monitoring Plan

1.4.3.5 GWater Quality Plan

1.4.3.6 GSoil Quality Plan

SD-03 Product Data

2.1 G AEManufacturer's Safety Data Sheet

SD-04 Samples

2.1 GProduct Samples

2.2 GSpecial Paint Formulas

SD-06 Test Reports 1.4.3.4PM-10 Test Report 1.4.3.6Soil Quality Test Report 3.4Inspection Reports 1.4.2.2Medical Status Records 1.4.2.3Change in Medical Status Report

1.4.2.1 GAir Monitoring Test Plan

1.4.2.1Air Monitoring Test Report

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09 97 02 1.6.2 G AESSPC QP-1 and QP-3 Certificates

1.6.5Coating Thickness Gage Qualification

1.6.4 G AEQualified Coating Applicator

10 71 13.13 SD-02 Shop Drawings

2.2.1Roll shutters 2.2shutters

SD-03 Product Data 2.2.1Roll shutters

SD-04 Samples

2.2 GShutters

SD-10 Operation and Maintenance Data

2.2 GShutters

26 20 00 SD-02 Shop Drawings

2.11 GPanelboards

2.18 GWireways

3.1.6.1 GMarking Strips

SD-03 Product Data

2.10 GReceptacles

2.11.3 GCircuit Breakers

2.8 GSwitches

2.12 GMotor Controllers

2.19 GSurge Protective Devices

2.8.3 GStorm Switch

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FRM APPR

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 13 OF 23 PAGES

26 20 00 2.4Cabinets, Junction Boxes, And Pull Boxes

2.5Wires And Cables SD-06 Test Reports

3.4.2 G600-volt Wiring Test

3.4.4…