A21_W912P820B0042_Am_0002.pdf

W912P820B0042

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 subject solicitation for East Bank, Mississippi River Floodw all, Mississippi River and Tributaries Project (MR&T), Orleans Levee District, Carrolton Phase III - District Floodw all Project Orleans Parish, LA is hereby amended as follow s:

1. To answ er contractors questions (See attached)

2. To provide specification and draw ing changes as stated in the attached continuation.

3. The bid opening date of Tuesday, 07 July 2020 at 1:00pm local time has changed to Tuesday, 14 July 2020 at 1:00pm local time.

4. Due date for questions based on the amended information, w ill be due on Thursday, 02 July 2020 at 10:00 am local time.

5. Provide revised audio teleconference bid opening information as show n on continuation.

(See Continuation)

1. CONTRACT ID CODE PAGE OF PAGES

1 68

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

16C. DATE SIGNED

BY 30-Jun-2020

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 W912P820B0042

X 9B. DATED (SEE ITEM 11)

02-Jun-2020

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 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-Jun-2020

CODE

USACE, CONTRACTING DIVISION

ATTN: CEMVN-CT, ROOM 172

7400 LEAKE AVE.

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:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

(End of Summary of Changes)

The following items are applicable to this modification:

AMENDMENT 0002

Carrollton Phase III: District Floodwall Solicitation W912P820-B-0042

Contractor Questions & USACE Responses

1. I am submitting for approval our domestic PZC-13 sheet pile section in lieu of PZ-22 for the above mentioned project.

Sheet piling shall meet the requirements in Section 31 41 16.00 12

2. Can you please provide drawing C-202 for referenced project? Drawing C-202 is listed in index, but not included in drawings posted on Sam.gov.

Drawing will be provided via amendment.

3. S-103 has a detail labeled M44-M52. This detail shows sheet pile tip to be 6.25. S-108 has a detail for the same monoliths (M44-M51) with a tip of 7.25. And S-109 has a detail for M52 with a sheet pile tip of 5.75.

Please clarify.

S-103 is M15-M16 only, references to M44-M52 shall be removed. S-108 is correct. S-109 is correct.

4. S-114- PI4 is the sheet pile tip and top elevations accurate. Based on these elevations the sheet length comes to 9’, where it appears most other sheets are 10’ long.

PI4 as shown on S-114 is correct.

5. Sheet C-202 is missing from the plan set.

6. Specification section 01 57 23.00 12, page 7, paragraph 1.9.2.1 states that silt fence is to be installed at the locations shown on the drawings and that it shall also be attached to all safety fences. Is the silt fence required to be attached to all safety fences measured and paid under bid item 0004 “Silt Fences”?

No. Last sentence of Paragraph 3g of section 01100 (page 01100-5) states “Payment for all work associated with the safety fence shall be distributed amongst the existing bid items.”

7. The curb section shown on drawing S-103 differs from those shown on drawing C-500. Please clarify.

The curb section shown on S-103 is for the drainage swales as shown on H-002 and H-003. The curbs shown on C-500 are for the roadway and parking areas.

8. Are all curb sections and the chamfer included in bid item 0018 “Curbs and Gutters”?

Yes, for replacement along roadways and green areas.

9. Please provide a more specific detail showing the concrete curb limits. Using the proposed typical sections on drawing C-506 and/or the monolith plan and section detail for drawing S-103 curbs, produces a greater quantity than provided on the bid item schedule.

Curbs for S-103 are not included in the bid item. These curbs should be included in the base slab concrete bid item.

10. Please provide the Deployable Floodwall manufacturers the Government contacted during the project design.

The requested information will not be provided.

11. Monoliths M44-M50 and M51 are detailed on drawing S-103 and S-108. Please clarify.

See response to Q#4.

12. Monolith M52 is detailed on drawing S-103 and S-109. Please clarify.

See response to Q#4.

13. No detail has been provided for waterstop in the deployable floodwall bases and columns. Is waterstop required at these locations? Please provide detail if so.

Water stops are required at all expansion joints. Water stops for deployable monoliths base slabs shall be same as shown on Sht S-500. Waterstop shall terminate at the top of base slab where deployable panels bear on the base slab.

Joints between permanent T-walls and columns shall be the same as shown on Shts S-500 and S-501.

14. Can sheet piles and h-piles be unloaded from the river at the Government docking facilities?

No.

15. Is the fence noted to be removed and replaced on drawing C-100 and C-101 replaced under bid item 0020 “Chain Link Fencing”?

Removal is under Demolition Spec 02 41 00 Para. 3.1.2 and Replacement is under Chain Link Fencing Item Spec 32 31 13

16. Specification section 01100, page 19, paragraph 16 limits all pile driving and excavation operations to a river levee below elevation +11.0. Are there any requirements to backfill the wall trench that may be open when the river exceeds +11.0 as this is not a breach or opening in existing protection?

The requirement to fill any existing excavation when the river exceeds +11.0 will be determine at that time.

17. Is the contractor limited to the amount of wall trench that can be excavated at any one time?

The Contractor is limited to the amount of parking and impacts to district traffic that can out of service at one time, as stated on Sht C-103.

18. Please provide the thickness of the stone base course to be placed.

Stone base course is 6 inches thick. C-505 will be revised accordingly.

19. Specification section 32 11 23.00 09, page 3, paragraph 2.1.1 states crushed stone or recycled portland cement concrete may be used for the base course. Drawing C-505 calls out stone base course. Can recycled Portland cement concrete be used for base course material?

The requirements for Stone Base Course are identified in paragraph 2.1.1 of Section 32 11 23.00 09.

20. The limit of new pavement is unclear. The first proposed typical section on drawing C-506 shows the new pavement limit at the edge of the structural excavation/backfill. The next proposed typical section on the same drawing shows the new pavement limit at a point outside of the structural excavation/backfill edge.

Please clarify the limits of new paving so we can determine the amount of base course required.

“New Pavement” is for areas of the parking lot/roadway impacted by structural excavation. The areas outside of the limits of excavation are shown as “New Asphalt” for areas that may be disturbed from construction equipment.

21. Referencing bid item 0015 “Asphalt Concrete – Binder Course”. Please more clearly define the area of new pavement on the drawings that will be measured and paid under this item?

Adequate information is presented in the drawings to determine the limits for the binder course.

22. Referencing bid item 0015 “Asphalt Concrete – Binder Course”. Is there a point/limit at which material will not be measured and paid and will be the responsibility of the contractor?

No.

23. Please provide the size of water lines to be removed and/or relocated on the utility drawings.

All information regarding to waterline sizes is shown on the drawings.

24. What does the “MBC” disposition stand for on drawing C-206?

MBC is an error, the Disposition should be DND, Sht C-206 will be revised accordingly.

25. There is an existing fuel pump at approximate station 21+75 in the new floodwall alignment. Please provide removal requirements and who is responsible for.

Existing fuel pump to be removed by USACE.

26. There is an existing gazebo at approximate station 10+75 in the new floodwall alignment. Please provide removal requirements and who is responsible for.

Existing gazebos to be removed by USACE.

27. Please provide invert elevations of the proposed lift station and sewer lines.

Invert of Lift station is approx. 12.25ft. Invert of Warehouse outlet invert approx. 19ft. Contractor shall verify all elevations.

28. Is the existing lift station removed in its entirety, including the concrete structure?

Existing lift station will be abandoned and capped.

29. Is the “Proposed Wheeler Ware House” noted on the drawings included in this contract?

No. The Warehouse is currently under construction with an anticipated completion date of March 2021.

30. Can water, sewer, and electrical utilities noted to be removed outside of the limits of the floodwall be abandoned in place?

Yes.

31. Is base course and asphalt over the proposed sewer trench measured and paid under bid items 0015 and 0016, or is it to be included in item 0027 “Sewer Line”?

Base Course and asphalt for the sewer trenches will be measure and paid under bid items 0015 and 0016.

32. No trench details have been provided for new water and sewer lines. Please provide.

Trench details will be provided on Sht M-102.

33. Section 00800 requires bid submission through the DoD site due to COVID-19. Can hand delivery be permitted now, as new “phases” of business are opening?

No, hand delivered bids will not be accepted.

34. DWG C-202 is included under the Index of Drawings shown on G-003 but was not included in the Solicitation

Plans. Please provide DWG C-202.

35. DWG C-206 includes certain Utilities with Disposition listed as “MBC”. Please clarify what “MBC” stands for and if the contractor is required to do anything at these utility locations.

See response to Q #25.

36. FAR 52.236-27, Site Visit, has the Lafayette Area Office listed for scheduling site visits for this project located at the New Orleans District headquarters. Please clarify if this is the correct POC for scheduling site visits.

Addressed in Amendment No. 0001.

37. Paragraph 16, High River Work Restrictions, under Specification Section 01100 states that all pile driving and excavation shall cease if the Mississippi River Carrolton Gauge is at or above elevation +11.0 until the river subsides below elevation +11.0. The lowest footing elevation for the floodwall is at elevation +15.0. Please clarify if the river elevation restriction requiring work to stop can be raised to a higher river elevation.

Restriction apply to both pile driving and excavations. Waivers may be considered based on river projections and current construction phasing.

38. Paragraph 16, High River Work Restrictions, under Specification Section 01100 states that all pile driving and excavation shall cease if the Mississippi River Carrolton Gauge is at or above elevation +11.0 and cannot resume until the river subsides below elevation +11.0. The river has exceeded elevation +11.0 during the last 5 years. In 2019, the duration above elevation +11.0 lasted for more than 6 months.

a. Does the contract duration of 530 calendar days and the Monthly Anticipated Weather Delay days in the contract include the anticipated High River Work Restrictions delays?

b. If not, can the USACE provide a Bid Item for costs associated with the High River Work Restrictions delays so that contractors have an equitable means of being compensated for this restriction as the duration of the yearly delay is unpredictable and cannot be estimated?

Per Para 16 of Section 01100, “Delays to the Contractor's operations from ceasing work when the Mississippi River elevation is above +11.0 feet at the Carrolton gage will be subject to the provisions of Section 00700 Contract Clause entitled "DEFAULT

(FIXED-PRICE CONSTRUCTION) (FAR 52.249-10)"”

39. Paragraph 21.d, Site Access, states that the Government may deny the contractor access to the site without compensation during some high levels of security. This is not something that the contractor can estimate.

Please provide an estimated number of days for the contractor to include in its bid that the contractor will not be able to work due to this provision. Alternatively, please provide compensation for these events under the Changes clause.

As stated in Para 21.d, contract time will be adjusted accordingly. Delay costs will not be compensated.

40. Paragraph 25, Security Requirements, under specification section 01100 lists a number of requirements under subparagraphs a thru i. Some of these requirements do not appear applicable to this contract. Please clarify which security requirements and training will be required for contractor personnel at the construction site on this contract.

All requirements are applicable with the exception of any requirement for a Common Access Card (CAC).

Contractor is not required to have a CAC card.

41. Is the contractor required to provide a field office for government personnel on this contract? If so, please provide details for this requirement.

Not required for this contract.

42. Are electricity and water available for the contractor’s use for its field offices at Staging Area 1?

Addressed in amendment. Added FAR 52.236-14 AVAILABILITY AND USE OF UTILITY SERVICES (APRIL 1984)

43. Drawings S-504 and S-505 indicate that fabricated utility sleeves are required at utility penetrations thru the floodwall SSP. The Electrical Drawings indicate that utility penetrations thru the floodwall are to be located 1 foot below the base of floodwall slab. The dimensions of pipe penetrations require more than 1 foot of clearance per the details on S-540 and S-505. Please clarify the elevations, or depths below floodwall, for the utility penetration sleeves to be installed at.

Electrical line depth will be approximately 1-ft, or more to accommodate the sleeve.

44. Will the USACE require a TRS for excavation and installation of the utility penetration sleeves?

Requirement for a TRS or shoring will be determine by the Contractor.

45. It is unclear how many fabricated utility penetration sleeves the contractor will be required to install. Please clarify the quantity and location of the fabricated utility penetration sleeves to be installed under the contract.

Refer to Shts C-208 thru C-220 regarding penetrations.

46. Can the floodwall excavation material be reutilized for floodwall backfill?

Refer to Para 2.1.1 of Section 31 23 16.16 12.

47. Please clarify which backfill activities will be paid for under Bid Item 0010, Embankment, Compacted Fill?

Refer to Para 1.1 of Section 31 24 00.00 12.

48. Paragraph 1.8, Submittals, under specification section 31 41 16.00 12 states that vibratory hammers are not allowed when the river elevation exceeds Carrollton Gauge +11.0. Are impact hammers allowed to be used when the river elevation is between +11.0 and +17.0 at Carrollton Gauge?

Per Para 16 of Section 01100, no pile driving will be allowed when the river is above +11.0 at the Carrollton gauge.

49. Drawing M-101 shows a proposed sewer line that runs from the new lift station approximately 600LF to the south. There are no details shown for this sewer line. Please clarify if the proposed sewer line is part of this contract and if so, please provide details.

Trench details will be provided on Sht M-102.

50. Sequencing Note 4 on Drawing C-103 states that the contractor must complete each section in its entirety before continuing to the next section, with the exception that at least 50% of asphalt paving must be complete. This note refers to Specification 32 11 23.00 09 for additional information. We could not locate additional information regarding sequencing and paving in this section. Please clarify.

Spec section is for stone base course, which can be used as a temporary parking surface, as identified in Para

1.1 and 1.2 of Section 32 11 23.00 09.

51. Sequencing Note 6 on Drawing C-103 prohibits heavy equipment and cranes on the flood side of monoliths PI- 4 thru PI-5 and PI8 thru PI-11. Can the contractor utilize the flood side access road for material deliveries and truck access?

Yes. Access will be limited only by the contractor’s construction activity in the area.

52. We are concerned that there is not enough time to complete the work within the current contract duration of 530 calendar days given the sequencing requirements and USACE allowance of 30 days for submittal review.

We are requesting that additional time be added to the contract duration or the contractor be allowed to work in multiple sections simultaneously.

Contract duration is as stated in the specifications. Contractor phasing shall be submitted for government approval, provided all contract requirements are met.

53. The traffic control notes on Drawing C-103 indicate a requirement for flagmen when conditions require them.

Please clarify when flagmen will be required under the contract.

Contractor shall determine if flagmen will be needed when large trucks are entering and existing the district.

54. What are the weight restrictions on the truck loads for the roadways and parking areas within the USACE facility?

Truck loadings shall not exceed an HS-20 (72,000 lbs) for all roadways and parking areas. Areas along the river bank will be determined on a case-by-case scenario, depending on the specific loading criteria.

55. Reference Details 1 and 2 on Drawing S-103. This curb detail is indicated at multiple monoliths. Please clarify if the curb concrete is continuous throughout the monoliths where shown and if the curb contains any reinforcing steel.

Detail 2 is being removed. Detail 1 is continuous along the monolith. Minimum reinforcement is required.

56. Reference paragraph 2.1.1.1. under specification 03 11 14.00 12. Please clarify if steel faced forms will be allowed for the Class A concrete finishes.

Forms shall be per specification.

57. With a bid date of July 7th, why are questions due on June 15th? This restricts the ability for contractors to get an understanding of a project before the question deadline. Please allow questions to be submitted up to 3 business days before the bid, this will allow contractors to assemble their most competitive bid.

The standard deadline for submission on questions on construction project is two weeks from issuance of the solicitation.

58. Plan sheet C-103 note 1 states: “The contractor shall submit construction sequencing which displays construction phases with impacted parking spots for approval. The suggested phasing displayed on sheets C- 103 thru C-109 are for bidding purposes only.” Can the bidders assume that phases can be combined or reduced to less phases as long as the parking spaces impacted do not exceed those listed in note #2 Sheet C- 103?

That is correct.

59. Spec section 1100-9 paragraph 8 indicates all existing utilities will be removed, modified or relocated by local interests or utility companies. Please provide a complete list of utility providers and contact information for each.

See Para 8(f) of Section 01100.

60. Spec section 01100-9 indicates or eludes that all public utilities are to be moved/relocated by the utility provider unless the contractor is directed by the USACE otherwise. With the number of utility relocations, this could make it very difficult to schedule the construction work activities. As such, we ask that the USACE will coordinate with the utility companies to adjust utilities or make an equitable adjustment to the contract.

See Para 8(f) of Section 01100 for the District Utility POC.

61. Are there any specific federal, state or local licensing requirements for plumbing, electrical, sewer or various other utility subcontractors?

All federal, state and local codes and licensing must be followed.

62. Contract drawing phase 8 is located directly in front of a maintenance building that appears to be part of the USACE fleet maintenance. Are there any specific requirements for USACE access to this building or that part of the facility while the contract work is being installed at that location?

Yes. Contractor shall provide a minimum of 30-ft between Shops building and phasing boundary. Contractor shall also provide a 50-ft access corridor to the facilities on the riverside of the wall line. These notes will be added to Sht C-108.

63. The tension connector weld symbols on Sheet S-306 conflict with each other. We’ve attached a marked up drawing of this. Please clarify if it is the intent of the drawing to have a field weld placed behind the bent bars to the H-Pile where there is no access to make a quality weld. Also understand that there will already be a weld here as the bars are all-around welded to the baseplate in the shop.

Sheet S-306 has been revised accordingly.

64. The requirements of paragraph 1.5.2 of section 13 30 25 to specifically have installed two floodwalls integrated with larger permanent floodwalls is unnecessarily restrictive. Can this paragraph be deleted? We have performed numerous stoplog slot modifications or replacements on major locks and dams that are much more complicated than this system.

This requirement cannot be removed.

65. Spec Section 05 50 03.00 12, paragraph 3.2.1.4 Welding Procedure Specification (WPS states that “The test welding and specimen testing must be witnessed and the test report document signed by a representative of the Contracting Officer”. Will we be able to use WPS’s that we currently have (required weld testing was witnessed by someone other than Contracting Officer) or will all new weld tests have to be witnessed by the Contracting Officer for this project?

Spec Section 05 50 03.00 12, paragraph 3.2.1.4 also states "Properly documented evidence of compliance with all requirements of these specifications for previous qualification tests shall establish the joint welding procedure as prequalified."

66. Please provide Drawing Sheet C-202, which is missing from the plans posted on beta.SAM.gov.

67. Reference Section 01100, par. 3(l) – Can a supervisor be the SSHO?

68. Ref. Drawing Sheet C-205, Table of Existing U/G Communication Lines:

a. Please provide a more detailed description of these lines, e.g. size and quantity of cables for each line. The information presented in the plans is best information to date.

b. Are any of these lines encased in concrete? The information presented in the plans is best information to date.

c. What type of communication lines, phone, fiber optic, cable? The information presented in the plans is best information to date.

d. For items where depth is unknown, can a max. depth be provided for bidding purposes? The information presented in the plans is best information to date.

69. Ref. Drawing Sheet C-205, Existing U/G Power Lines:

a. Please provide a more detailed description of these lines such as size and no. of conductors for each line. The information presented in the plans is best information to date.

b. Are lines in conduit or direct burial? The information presented in the plans is best information to date.

c. Are any of these lines encased in concrete? The information presented in the plans is best information to date.

70. Ref. Drawing Sheet C-205, Table of Existing Water Lines. Since size of Items W9, W13 & W14 are “unknown”, can you provide a max. size for bidding purposes? The information presented in the plans is best information to date.

71. 7. Ref. Section 33 05 00.00 12 –

a. What is material of existing and new water & sewer lines? The information presented in the plans is best information to date.

b. Is bedding required for new water & sewer lines? Yes. Trench details will be provided on Sht M-

102.

72. Ref. Drawing Sheet M-102 and Section 33 32 16:

a. What is invert of Packaged Pump Station? See response to Q #28.

b. Drawing shows what looks to be a slab and specifications call for crushed stone base material.

Please clarify and provide thickness. Revised Sht M-102 to clarify.

73. Ref. Drawing Sheet S-504, Section Thru Sheet Pile Wall – length of sleeve is shown to project 12” beyond sheet pile on both sides. Since these crossings are below the T-wall base slab, should they extend beyond the width of the 8’ wide base slab?

Sleeves are required only to pass thru the sheet pile wall, and shall be as shown on drawings.

74. Ref. Drawing Sheet C-505, Legend – What is thickness of stone base course?

Stone base course is 6 inches thick. C-505 will be revised accordingly.

75. Ref. Section 01100, Par. 22 – Please expand on video & photo surveying of existing structures, e.g. all office buildings, in & out, etc.?

Video and photographic documentation will cover all existing buildings, outside and inside. However, the access to the inside of the main district building will be limited to the non-secure areas.

76. Ref. Section 13 30 25, par. 1.9.1 (17) – Is the 10’ a minimum, maximum or absolute requirement?

The 10 foot is a recommendation. Spacing will also be limited to the weight of the panels and post support columns.

77. Ref. Drawing Sheets C-800 thru C-802 – How are existing island curbs that extend thru W/L be terminated at constructed floodwall?

Curbs will terminate flush with the floodwall.

78. Ref. Section 31 23 00.00 12, Par. 1.4.2 – How will replacement embankment material be paid for, under the “Changes” clause as well?

Embankment material will be paid for under “Embankment, Compacted Fill” bid item.

79. Ref. Section 13 30 25, Par. 1.5.2 – Are the first and second sentences mutually exclusive? If so, please provide additional clarification of the first sentence.

Second sentence is additional for when manufacturers do not have their own installation crew.

80. Ref. Section 13 30 25:

a. Par. 2.4: Does the Government anticipate the storage location to be a paved area or grassed area requiring a foundation?

USACE anticipates the storage to be a paved area at this time.

b. Par. 3.1.1, last sentence - Is a covered storage device required?

Yes, the storage device shall be a self-contained, fully enclosed until.

81. Need to have plan drawing C-202 as referenced in the plans.

Drawing will be provided via amendment.

82. What are the multiple boxes with an image including a circle with a slash through it? Notably found on plan drawing C-108 and others?

This icon is due to the conversion of the CADD files to PDF files.

83. Beginning on drawing C-103, the Government provides the # of parking spaces impacted per phase. The number of spaces provided do not match with the number of spaces shown within the Limits of Construction Phase 1 or 2. How are these numbers derived?

Phase 1 is adjacent to the Contractor’s staging area, which occupies all but 6 parking spots. Phase 2 parking is correct as stated.

84. Sheet S-103 and Sheet S-104 both identify Monoliths M16. Which is appropriate?

See response to Q#4.

85. Sheet S-104 identifies a DM23 monolith. Is this accurate?

Yes.

86. Monolith M52 is identified on sheet S-103 and S-109, which is accurate?

See response to Q#4.

87. Monoliths M44-M50 and M51are identified on sheet S-102 and S-108, which is accurate?

See response to Q#4.

88. Drawing C-206: What does the abbreviation “MBC” represent? It does not appear on the legend.

See response to Q #25.

89. Plans indicate that existing asphalt is to be removed on a line 20 feet to either side of the proposed floodwall.

This only allows for asphalt removal in the area that will be excavated. It seems that asphalt will need to be replaced for an additional area beyond that to allow for the operation of construction equipment, etc. Can the quantities for asphalt be increased accordingly?

Any increase to the quantity due to the damage from construction operations will be made under the Changes clause

90. Drawings do not indicate any bedding stone / subbase under the concrete seal slabs. Is this correct or will a stone subbase be needed?

No bedding or subbase is needed under the stabilization slab. The stabilization serves as a working surface to assist in the construction of the base slab.

91. Drawing S-304, Note 3 states that contractor is responsible for deployable floodwall design. Please clarify what is required here.

Refer to Spec Section 13 30 25 for the deployable floodwall design requirements.

92. We cannot find the thickness required for the Stone Base Course Layer shown on the New Pavement Typical Section on Sheet C-505. What is the required thickness for the Stone Base Course layer?

Stone base course is 6 inches thick. C-505 will be revised accordingly.

93. There are no dimensions given as far as the diameter and depth of the wet well. There is a scale shown on the drawings but it does not appear to be correct. Please provide/advise.

Revised Sht M-102 to clarify.

94. There is no foundation information shown (I.E.-as far as piles, setting on stone, if so, how thick is the stone).

Revised Sht M-102 to clarify.

95. Is the package station all fiberglass or is just the shell. It says it is a fiberglass station. If so we need depth and dimensions to determine pricing.

Revised Sht M-102 to clarify.

96. There are no elevations on the gravity sewer lines. This is required to ensure the depth of your wet well will work out with the gravity sewer.

Revised Sht M-102 to clarify.

97. Spec Section 13 30 25, 3.2.d, which states the “Maximum time for installation of floodwall shall not exceed 30 man-hours for a 3 man crew.” We interpret that as stating that the entire installation will require only 30 man-hours, which is quite impossible. Can you clarify if this is a misreading of the spec, or a typo or error?

The assembly requirement has been revised accordingly. See amended Section 13 30 25.

98. Under specification 13 30 25, will a galvanized steel midspan post that weighs roughly 250lbs be permitted for the deployable floodwall sections? Alternatively, will an aluminum midspan post under 200lbs with a diagonal kicker be permitted for the deployable floodwall sections?

Requirements for posts and panels shall be in accordance with Spec Section 13 30 25.

99. Bid Item 0014, Granular Base Course, for the stone base course under the new pavement sections is a lump sum bid item. However, Bid Items 0015 and 0016 for the new pavement binder and wearing courses are unit priced based on estimated quantities of work to be performed. We are requesting that Bid Item 0014 for the Granular Base Course be changed to a unit priced bid item with an estimated quantity so that this bid item will vary up or down with the quantity of pavement work.

Bid Item 0014 to be revised, see amended bid schedule.

100. I would like to request the Government’s quantities for the subject project.

Carrollton Floodwall Phase III Job Quantities New Orleans, LA

Quantity Unit

0001 Mob & Demob 1 JOB

Contractor Designed

0002 Video and Photographic Documentation 1 JOB

Contractor Designed

0003 Traffic Control and Coordination 1 JOB

Contractor Designed

0005 Truck Wash Down Rack 1 JOB

Contractor Designed

0006 Demolition 1 JOB

Fuel Pump Removal 1 EA

Chainlink Fence Demolition 305 LF

Curb Demolition 2,700 LF

Sidewalk Demolition 1,360 SF

Demolition of Existing Concrete Scour Protection 30 CY

Asphalt Demolition 7,200 SY

0008 Reinforced Concrete Floodwall 1 JOB

Reinforced Concrete Floodwall 1480 LF

Concrete - 4000 psi 3525 CY

Concrete - 2500 psi 350 CY

Reinforcing Steel - Base Slab 163.3 TON

Reinforcing Steel - Stem 32.1 TON

Formwork - Base Slab 20445 SF

Formwork - Stem Slab 16470 SF

Settlement Markers 56 EA

0009 Clearing and Grubbing 1 JOB

Light Clearing and Grubbing 2 ACRES

0019 Pavement Markings 1 JOB

Thermoplastic Pavement Markings 17,500 LF

0025 Utility Modifications 1 JOB

Excavation for Electrical and Communication Trench 95 CY

Excavation for Sanitary Sewer 50 CY

Sand Sub Base Backfill (14" Depth) 245 CY

2" Communications Conduit 250 LF

2" Electrical Conduit 400 LF

12" Sewer Line Diversion (North Side Diversion along floodwall) 120 LF

Utility Dispositions through sheetpile (11 sleeves through sheetpile) 15 EA

Relocate Light Pole with Security Camera 2 EA

Relocate Junction Box 1 EA

2" Electrical Removal 475 LF

0026 Sewer Lift Station 1 JOB

0027 Sewer Line 1 JOB

Excavation for Sewer Trench Demolition 292 CY

12" Sewer Demolition (South Side demolition) 755 LF

Excavation for New Sewer Trench 238 CY

Sand Sub Base Backfill (30" Depth) 170 CY

12" Sewer Line (South Side installation) 610 LF

0029 Temporary Retaining Structures 1 JOB

Contractor Designed

Number Number Description

STANDARD FORM 1442

Block 11. Change “530 calendar days” to “544 calendar days”.

SECTION 00010

Pages 00010-3, 4, and 5. Delete these pages in their entirety and substitute the attached revised pages 00010-3, 4, and 5 therefore.

SECTION 00700 INSERTS

1. Page 54/641. Delete this clause in its entirety and substitute the following therefore:

“1. COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR

52.211-10 - APR 1984)

The Contractor shall be required to

(a) Commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed,

(b) Prosecute the work diligently, and

(c) Complete the entire work ready for use not later than 544 calendar days after the date of receipt by him of notice to proceed. The time stated for completion shall include final cleanup of the premises.”

2. Insert the following new clause as:

12. FAR 52.236-14 AVAILABILITY AND USE OF UTILITY SERVICES (APRIL 1984)

(a) The Government shall make all reasonably required amounts of utilities available to the Contractor from existing outlets and supplies, as specified in the contract. Unless otherwise provided in the contract, the amount of each utility service consumed shall be charged to or paid for by the Contractor at prevailing rates charged to the Government or, where the utility is produced by the Government, at reasonable rates determined by the Contracting Officer. The Contractor shall carefully conserve any utilities furnished without charge.

(b) The Contractor, at its expense and in a workmanlike manner satisfactory to the Contracting Officer, shall install and maintain all necessary temporary connections and distribution lines, and all meters required to measure the amount of each utility used for the purpose of determining charges. Before final acceptance of the work by the Government, the Contractor shall remove all the temporary connections, distribution lines, meters, and associated paraphernalia.

SUBMITTAL REGISTER

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

NEW SECTION 01 53 00.02 12

Add the attached new Section 01 53 00.02 12, TEMPORARY RETAINING STRUCTURES.

SECTION 13 30 25

Page 8, subparagraph 3.2 (d). Delete this subparagraph in its entirety and replace with the following:

“(d) Maximum time for installment of the floodwall shall not exceed 33 hours for a single, three man crew.”

SECTION 32 11 23.00 09

Page 2, paragraph 1.2. Delete this paragraph in its entirety and substitute the following therefore:

“1.2 MEASUREMENT AND PAYMENT

Measurement for granular base course shall be by the cubic yard. Measurement will be made by the cubic yard in approved vehicles at the site of the work. Allowance will not be made for wastage or shrinkage during transportation from car or other point of loading. Approved vehicles for this purpose may be of any type acceptable to the Contracting Officer. The body shall be that of any shape that the actual delivered contents may be readily and accurately determined and will remain constant. Unless all approved vehicles for the work are of uniform capacity, each vehicle must bear a plainly legible identification mark indicating its approved capacity. The Government may reject all loads hauled in non-approved vehicles.

Upon delivery of each load at the jobsite and prior to the Contractor's measurement of each load, the Contractor shall "level-off" each load within the approved vehicles so that an accurate measurement of each load can be made. After leveling off the load, the Contractor's Quality Control personnel shall measure each load at the site of work. The Government will inspect each load, check its yardage and witness the Contractor's measurement of each load.

Payment will be made at the contract unit price per cubic yard for "Granular Base Course".

Price and payment shall constitute full compensation for furnishing all plant, labor, materials, and equipment required to prepare the subgrade and install the granular base course, including the base course for the repair of failed existing asphalt pavement, and installation and maintenance of temporary parking surfacing; all as specified herein and as shown on the drawings.”

DRAWINGS

1. SHEET IDENTIFICATION Nos. C-102, C-108, C-206, C-301, C-302, C-303, C-304, C- 305, C-307, C-308, C-309, C-310, C-314, C-315, C-316, C-505, S-001, S-002, S-003, S-004, S- 103, S-104, S-105, S-305, S-306, and M-102. Delete these drawings in their entirety and substitute the attached revised drawings SHEET IDENTIFICATION Nos. C-102, C-108, C-206, C-301, C-302, C-303, C-304, C-305, C-307, C-308, C-309, C-310, C-314, C-315, C-316, C-505, S-001, S-002, S-003, S-004, S-103, S-104, S-105, S-305, S-306, and M-102 therefore.

2. Add the attached new drawing SHEET IDENTIFICATION No. C-202.

00010-3 Ed 18-081

SECTION 00010 – BIDDING SCHEDULE

East Bank, Mississippi Floodwall, Mississippi River and Tributaries Project (MR&T)

Orleans Levee District Carrollton Phase III District Floodwall

Orleans Parish, Louisiana

Item DESCRIPTION Estimated Quantity Unit Unit Price Estimated Amount

0001 Mobilization and Demobilization 1 JOB

0002 Video and Photographic Documentation 1 JOB

0003 Traffic Control and Coordination 1 JOB

0004 Silt Fence 520 LF

0005 Truck Wash-Down Rack 1 JOB

0006 Demolition 1 JOB

0007 Reinforced Concrete Floodwall 1 JOB

0008 Deployable Floodwalls 1,720 LF

0009 Clearing and Grubbing 1 JOB

0010 Embankment, Compacted Fill 1,400 CY

0011 Piling, Steel Sheet, Z-Section 32,788 SF

0012 Steel H-Piles 68,751 LF

0013 Tension Connectors 1,077 EA

0014* Granular Base Course

0014AA* First 1,083 CY 1,083 CY

0014AB* All Over 1,083 CY 1,083 CY

0015* Asphalt Concrete - Binder Course 487 TON

0016 Asphalt Concrete - Wearing Course

0016AA First 3,500 SY 3,500 SY

0016AB All Over 3,500 SY 3,500 SY

0017 Cold Planing 6,670 SY

0018 Curbs and Gutters 1,250 LF

00010-4 Ed 18-081

0019 Pavement Markings 1 JOB

0020 Chain Link Fencing 200 LF

0021 Seeding and Mulching 2 AC

0022 Fertilizer

0022AA First 300 LBS 300 LBS

0022AB All Over 300 LBS 300 LBS

0023++ Lime Soil Amendment 2 TON

0024++ Sulfur Soil Amendment 1 TON

0025 Utility Modifications 1 JOB

0026 Sewer Lift Station 1 JOB

0027 Sewer Line 1 JOB

0028 Concrete Scour Protection 750 SY

0029* Temporary Retaining Structures 1 JOB

TOTAL: $

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

*Denotes 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 quantity. IF A BIDDER OMITS BOTH THE

UNIT PRICE AND THE EXTENDED TOTAL OR ESTIMATED AMOUNT FOR ANY

ITEM, ITS BID SHALL BE DECLARED NON-RESPONSIVE AND THEREFORE

INELIGIBLE FOR AWARD.

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, Rejection of Individual Bids).

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

00010-5 Ed 18-081

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

00010-6 Ed 18-081

EVALUATION OF SUBLINE ITEMS (Dec 2019 - AFARS 5152.211-9000).

Item Nos. 0014, 0016, and 0022 are 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 subline items.

(End of Clause)

VARIATIONS IN ESTIMATED QUANTITIES - SUBLINE ITEMS (Dec 2019) - AFARS 5152.211-9001).

This variation in estimated quantities clause is applicable only to item Nos. 0014, 0016, and 0022.

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

(b) Where the actual quantity of work performed for item Nos. 0014, 0016, and 0022 is less than 85% of the quantity of the first subline item listed under such item, the contractor will be paid at the contract unit price for that subline item for the actual quantity of work performed and, in addition, an equitable adjustment shall be made in accordance with the clause at Federal Acquisition Regulation

(FAR) 52.211-18, VARIATION IN ESTIMATED QUANTITY.

(c) If the actual quantity of work performed under item Nos. 0014, 0016, and 0022 exceeds 115% or is less than 85% of the total estimated quantity of the subline item under that item and/or if the quantity of the work performed under the second subline item or any subsequent subline item under item Nos. NONE exceeds 115% or is less than 85% of the estimated quantity of any such subline 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)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 11 PAGES

Carrollton Phase 3 District Floodwall

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 G CDContractor Quality Control Plan

01 53 00.02 12 SD-02 Shop Drawings

1.5.1 G EDShop Drawings

SD-05 Design Data

1.5 G EDDesign Criteria

SD-09 Manufacturer’s Field Reports

1.6.2 GReporting

01 55 26.00 12 SD-01 Preconstruction Submittals

GTraffic Control Plan 01 57 20.00 12 SD-01 Preconstruction Submittals

G PDR-Protective Material 01 57 23.00 12 SD-04 Samples

2.1.1 GSilt Fence Geotextile

SD-07 Certificates

2.1.1 GSilt Fence Geotextile

01 78 02.00 10 SD-02 Shop Drawings

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

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(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 11 PAGES

01 78 02.00 10 1.3.1 G DO'As-Built' Drawings 02 41 00 SD-01 Preconstruction Submittals

1.6 G RODemolition Plan

1.7 G RODemolition Plan

1.4.1 GNotifications

1.5 GExisting Conditions

03 11 14.00 12 SD-02 Shop Drawings 1.7Shop Drawings

SD-03 Product Data 2.1Materials

SD-06 Test Reports 1.8Quality Control

3.2 GForm Removal

03 15 13.00 12 SD-02 Shop Drawings

2.2 GWaterstops

SD-03 Product Data 2.1.1Preformed Expansion Joint Filler 2.1.2.1Sealant 2.2Waterstops

SD-04 Samples 2.1.2.2Compression Seals and

Lubricant 3.1.2Field-Molded 2.3.2.2Non-metallic Material

SD-07 Certificates 2.1.1Preformed Expansion Joint Filler

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 11 PAGES

03 15 13.00 12 2.1.2.1Sealant 2.2Waterstops

03 21 00.00 12 SD-02 Shop Drawings 3.1Fabrication and Placement

SD-03 Product Data 3.1.3Mechanical Butt-Splices 2.1Materials

SD-06 Test Reports 1.5.1Material 1.5.2Tests, Inspections, and

Verifications 03 31 00.00 12 SD-03 Product Data

2.2 G DOConcrete Mixture Proportions

2.1.2 G DOAggregates

3.1.2 GBatch Plant

3.1.3 GConcrete Mixers

3.1.4 GConveying Equipment and

Methods

3.3 GPlacing Equipment and Methods

2.1.6 G DONonshrink Grout

SD-05 Design Data

3.2.3 GConstruction Joint Treatment

3.5 G DOCuring and Protection

3.3.4 G DOCold-Weather Placing

3.3.5 G DOHot-Weather Placing

SD-06 Test Reports

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

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03 31 00.00 12 3.6.2 GTesting and Inspection for Contractor Quality Control

3.6.2.13Uniformity of Concrete Mixing 3.6Tests and Inspections

SD-07 Certificates 3.6.1Qualifications testing technicians concrete 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

(WPS)

GWelder, Welding Operator and

Tacker Qualification Certification GProcedure Qualification Report

(PQR)

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 11 PAGES

05 50 03.00 12 GInspector Qualification Certification

GNondestructive Testing Procedure

SD-03 Product Data 1.5.1Materials

SD-07 Certificates

3.2.1.5 GCertificates

09 97 02.01 12 SD-03…