Questions and Answers.pdf

UNCLASSIFIED\\FOR OFFICIAL USE ONLY

Bid Inquiry Technical Evaluators Report All Inquiries

Project: White River Backwater Levee Seepage Remediation Review: Bidders Inquiry FY 21 Solicitation (00002) (sorted by CommentID ) Displaying 27 inquiries.

Id Discipline Sheet Detail Spec

8967339 Contracting SF1442 page 1 52.211-10 Solicitation page 65

Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

On the first page of the SF1442 Sec. 11, it states project will be complete within 450 days of NTP.

On page 65 of the solicitation document, Sec. 52.211-10, it states project will be complete within 620 days of NTP.

Which statement is correct?

Please clarify.

On: Dec 14 2020. Forward request by email.

1-0 Evaluation Check and Resolve. The correct completion schedule is 620 days from NTP. By: Kirk Middleton; Acquisition Branch; (901-544-0786) On: Jan 06 2021

2-0 Evaluation Check and Resolve. N/A By: Kirk Middleton; Acquisition Branch; (901-544-0786) On: Jan 06 2021

2-1 Government Response. The correct completion schedule is 620 days from NTP. On: Jan 06 2021

Current Request Status: Request Closed

Information for this report is procurement sensitive.

8967378 Contracting SF1442 page 1 SF1142 Sec. 13

Comment Classification: UNCLASSIFIED (U)

With the holiday season upon us, and Covid-19 issues, many subcontractors' personnel along with general contractors' personnel are unavailable to correspond, hindering the evaluation and bid creation process.

Would the Corps consider an extension to the bid due date for this project?

Please clarify.

On: Dec 14 2020. Forward request by email.

1-0 Evaluation Check and Resolve. There will be an amendment to extend the bid due date until Friday 08 Jan 21. By: Kirk Middleton; Acquisition Branch; (901-544-0786) On: Jan 06 2021

2-0 Evaluation Check and Resolve. See above By: Kirk Middleton; Acquisition Branch; (901-544-0786) On: Jan 06 2021

2-1 Government Response. There will be an amendment to extend the bid due date until Friday 08 Jan 21.

On: Jan 06 2021

Current Request Status: Request Closed

Information for this report is procurement sensitive.

8968277 Other Solicitation Page 8 Bid Documents

Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Page 8 Section A Bid Documents:

3. Representations and Certifications (Section 00600) are to be included with submittal. However, Page 18-19 of the Solicitation, Section 52.204-24 REPRESENTATION REGARDING CERTAIN TELECOMMUNICATIONS AND VIDEO SURVEILLANCE SERVICES OR EQUIPMENT (AUG 2020) Sections D1 and D2 contain representations. Are these also to be included with Section 00600? Please advise.

On: Dec 14 2020. Forward request by email.

1-0 Evaluation For Information Only. Yes, they should be include in section 0600. By: Kirk Middleton; Acquisition Branch; (901-544-0786) On: Dec 18 2020

1-1 Government Response. Yes, they should be include in section 0600. On: Jan 06 2021

Current Request Status: Request Closed

Information for this report is procurement sensitive.

8968290 Other Solicitation Page 8 Section 0100 - Instructions to Bidders

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1/6/2021https://www.projnet.org/projnet/binKornHome/index.cfm?strKornCob=BicAdminReportAll...

Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Section A: Bid Documents: 6. Equipment List Can you please explain what the Equipment List is comprised of?

Is there a form provided for completion?

On: Dec 14 2020. Forward request by email.

1-0 Evaluation For Information Only. The equipment list refers to a list of equipment owned by the company. By: Jeromy Carpenter; Cost Engineering and Design Reports Branch; (901-544-0810) On: Dec 21 2020

1-1 Government Response. The equipment list refers to a list of equipment owned by the company. On: Jan 06 2021

Current Request Status: Request Closed

Information for this report is procurement sensitive.

8969132 Contracting Sol. page 186 & 241 Solicitation pg. 186 & 241

Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Contract solicitation on page 186 states SSHO may only have the role of SSHO. On page 241 of solicitation states CQCM may only have role as CQCM and Supt. may only have role as Supt. Three individuals in three separate positions are required.

To save costs to the Government.

Would the Corps consider CQCM and SSHO as a dual role position or Supt and SSHO as a dual role position.

Please advise.

On: Dec 15 2020. Forward request by email.

1-0 Evaluation Non-concurred. Solicitation to remain as stated. By: Jeromy Carpenter; Cost Engineering and Design Reports Branch; (901-544-0810) On: Dec 21 2020

1-1 Government Response. Solicitation to remain as stated. On: Jan 06 2021

1-2 Government Response. Solicitation to remain as stated. On: Jan 06 2021

Current Request Status: Request Closed

Information for this report is procurement sensitive.

8969205 Contracting SF1142 and Solicitation pg.

01 11 00.00 1.1.1 page 1

Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Section 01 11 00.00 1.1.1 "Full Project Description" states "total value of the work is between $3,000,000 and $8,000,000." Yet on SF1442 page 1, section 10, the document states "total estimated value of work is between $1,000,000 and $5,000,000 under the NAICS code 237990".

Please clarify if the SF1442 statement applies to only the Base bid, excluding Options for the $5,000,000 limit or are Options to be included under that limit. Or if the Govt's estimate is $8,000,000 for Base and all Options per verbiage in 01 11 00 1.1.1.

On: Dec 15 2020. Forward request by email.

1-0 Evaluation Concurred. The estimated value of the work would include base plus options. By: Jeromy Carpenter; Cost Engineering and Design Reports Branch; (901-544-0810) On: Dec 16 2020

2-0 Evaluation Check and Resolve. The magnitude is between $1,000,000 and $5,000,000 By: Kirk Middleton; Acquisition Branch; (901-544-0786) On: Jan 06 2021

2-1 Government Response. The estimated value of the work would include base plus options. The magnitude is between $1,000,000 and $5,000,000. On: Jan 06 2021

2-2 Government Response. The estimated value of the work would include base plus options. The magnitude is between $1,000,000 and $5,000,000. On: Jan 06 2021

Current Request Status: Request Closed

Information for this report is procurement sensitive.

8970250 Contracting Page 1 SF 1442

Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Would USACE Memphis District please consider moving the bid due date back 1 week so that it doesn't fall on the Monday following a long holiday weekend?

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On: Dec 15 2020. Forward request by email.

1-0 Evaluation For Information Only. The solicitation will be amended to extend the bid due date to Friday 08 Jan 21. By: Kirk Middleton; Acquisition Branch; (901-544-0786) On: Dec 18 2020

1-1 Government Response. The solicitation will be amended to extend the bid due date to Friday 08 Jan 21.

On: Jan 06 2021

1-2 Government Response. The solicitation will be amended to extend the bid due date to Friday 08 Jan 21.

On: Jan 06 2021

Current Request Status: Request Closed

Information for this report is procurement sensitive.

8970374 Design Team Leader C-109 and C-110 01 11 00.00 11

Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

We believe there is a mis-labeling of two sheets in the plans. Please confirm that Sheets C-109 and C-110 should be identified Option 1 of the contract, not Option 2.

On: Dec 15 2020. Forward request by email.

1-0 Evaluation Concurred. Concur, the sheets are mislabeled. C-109 and C-110 pertain to Option 1. By:

Nicholas Aleman; Geotech Engineering Branch; (901-544-0830) On: Dec 17 2020

2-0 Evaluation Check and Resolve. Amendment has been issued to correct this. By: Kirk Middleton; Acquisition Branch; (901-544-0786) On: Jan 06 2021

2-1 Government Response. Concur, the sheets are mislabeled. C-109 and C-110 pertain to Option 1. On:

Jan 06 2021

2-2 Government Response. Concur, the sheets are mislabeled. C-109 and C-110 pertain to Option 1. On:

Jan 06 2021

Current Request Status: Request Closed

Information for this report is procurement sensitive.

8970383 Contracting Section 00100 - Instructions to

Bidders

Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

USACE is requesting Subcontractor Agreements as part of the required bid submittal. Will USACE consider changing this requirement to a list of subcontractors instead? Typically, contractual agreements with subcontractors are not issued/executed until after an award is made.

On: Dec 15 2020. Forward request by email.

1-0 Evaluation For Information Only. The requirement to submit your subcontractor agreements with your bid will be removed from the solicitation. By: Kirk Middleton; Acquisition Branch; (901-544-0786) On: Dec 22 2020

1-1 Government Response. The requirement to submit your subcontractor agreements with your bid will be removed from the solicitation. On: Jan 06 2021

1-2 Government Response. The requirement to submit your subcontractor agreements with your bid will be removed from the solicitation. On: Jan 06 2021

Current Request Status: Request Closed

Information for this report is procurement sensitive.

8970391 Contracting SF 1442 - Bid Submission Date

Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Offerors will not be able to advance the bid process in a meaningful manner during the weeks of 12/25 and 1/1, as many subs and vendors will be either be closed or short staffed throughout the holidays. We support a one week extension as well. Will USACE consider extending the bid submission date accordingly?

On: Dec 15 2020. Forward request by email.

1-0 Evaluation For Information Only. Yes, the bid due date will be extended to Friday 08 Jan 21. By: Kirk Middleton; Acquisition Branch; (901-544-0786) On: Dec 18 2020

1-1 Government Response. Yes, the bid due date will be extended to Friday 08 Jan 21. On: Jan 06 2021

1-2 Government Response. Yes, the bid due date will be extended to Friday 08 Jan 21. On: Jan 06 2021

Current Request Status: Request Closed

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Information for this report is procurement sensitive.

8970451 Design Team Leader 31 24 00.00 12 - Random Fill

Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

According to the specifications: "Random backfill material shall consist of any or all types of satisfactory material from required excavations, government furnished borrow pit, OR contractor provided borrow material." Based on USACE's cut/fill calculations, does USACE anticipate the excavated materials and/or the borrow pit supplying all necessary random fill; or will "contractor provided" material be needed?

On: Dec 15 2020. Forward request by email.

1-0 Evaluation Concurred. Contractor provided borrow for random fill or impervious fill is not required. By:

Nicholas Aleman; Geotech Engineering Branch; (901-544-0830) On: Dec 17 2020

2-0 Evaluation Check and Resolve. See above By: Kirk Middleton; Acquisition Branch; (901-544-0786) On: Jan 06 2021

2-1 Government Response. Contractor provided borrow for random fill or impervious fill is not required. On:

Jan 06 2021

2-2 Government Response. Contractor provided borrow for random fill or impervious fill is not required. On:

Jan 06 2021

Current Request Status: Request Closed

Information for this report is procurement sensitive.

8971286 Construction Management SECTION 33 26 00.00 11

Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

1. Requesting the "Angular Face Ring" as shown on detail F9 be changed to Stainless Steel Disc Plate as we (and others) cannot bend angle into a circle as shown, without breaking or deforming the angle.

2. What is the actual dimensional size of the piezometer screen (tip)? The specifications state 2 inch O.D., but there is no Sch 40 PVC with 2 inch Outside Diameter. Nominal 2 inch Pipe has an O.D. of 2.375" while 1-1/2" PVC pipe has an O.D. of 1.9".

3. Same question on the Riser for Piezometer. The specification states 3/4 inch Sch 80 PVC, but the drawing shows 2" Sch 40.

4. What is the slot size on the Piezometer Screen? The drawings show .010" slot while the specifications state "No.

15" slot.

5. The spec states, "contractor shall stockpile the gravel pack material in separate piles at each well location."

Request variance to use super sacks.

6. The spec states, "Connections between the well screen and the riser pipe shall be welded joint couplings."

Request variance for threaded fittings.

7. How far in advance can the pilot holes be drilled and sampled? How do they get abandoned? What is the grout mix for abandonment of the pilot holes?

8. The spec states, "The Contractor shall be required to install, develop and test at least one well to insure compliance with the specifications before installation of the 6th well is allowed. Results of all well tests must be submitted to the Contracting Officer prior to beginning the installation process of the 6th well." Is this just for the testing of well #1, or wells 1-5 before we can start #6?

9. The spec states, "Well construction will not be permitted during periods of high groundwater, during periods prior to high predicted River stages and/or during other emergencies as directed by the Contracting Officer."

What defines high groundwater before we start and how is it measured or determined prior to the start of drilling?

What river elevation as measured from what river gage?

On: Dec 16 2020. Forward request by email.

1-0 Evaluation Concurred. 1. This is not a bent piece of angle. Per the specifications, it is a fabricated piece that MVM has had on all recent relief well jobs. Reference 33 26 00.00 11, Paragraph 2.6.4.

2. Screen is to be 2 inch ID. Follow detail in plans, specification will be updated.

3. Riser is to be 2 inch ID. Follow detail in plans, specification will be updated.

4. Please use No. 10 slot. Follow Detail in plans, specification will be updated.

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5. Super sacks are also permitted.

6. Threaded couplings are not permitted. Follow Specification.

7. Pilot holes for base contract can be drilled after NTP. The pilot holes in each respective option can only be drilled with the award of the option.

The following will be added to Section 3.2 of 33 26 00.00 11:

Each pilot hole shall be backfilled to within 12 feet of the surface with concrete sand meeting the requirements of ASTM C33/C33M. The remainder of the pilot hole shall be filled with 10 feet of grout capped by 2 feet of compacted impervious cuttings. The grout shall be tremied through a pipe. The grout shall be forced upwards toward the ground surface. When the grout reaches the surface, it shall be allowed to flow to waste until the Contracting Officer determines that the grouting has been satisfactorily accomplished.

The grout mix shall consist by weight of one part Portland cement, 4 parts sand, 2 parts Bentonite and shall be mixed with sufficient water to provide a 6 to 8 inch slump.

8. Per the specification, the testing shall be completed on at least 1 well (any well ID in the first 5 wells installed). All test results from that 1 well that is tested shall be provided to the CO.

9. Section 3.3.1 has requirements for the drilling fluid to be maintained at least 10 feet above the groundwater level. This is the primary drilling requirement regardless of river stage. Permanent piezometers are required for the project and can be used to measure groundwater depths, however, the contractor can also install temporary piezometers at no additional cost to the government for their own use.

Additionally, high river stages are generally considered when the water level in the river is at or above the landside ground surface (loaded levee condition). By: Nicholas Aleman; Geotech Engineering Branch;

(901-544-0830) On: Dec 17 2020

2-0 Evaluation Check and Resolve. See above By: Kirk Middleton; Acquisition Branch; (901-544-0786) On: Jan 06 2021

2-1 Government Response. 1. This is not a bent piece of angle. Per the specifications, it is a fabricated piece that MVM has had on all recent relief well jobs. Reference 33 26 00.00 11, Paragraph 2.6.4.

2. Screen is to be 2 inch ID. Follow detail in plans, specification will be updated.

3. Riser is to be 2 inch ID. Follow detail in plans, specification will be updated.

4. Please use No. 10 slot. Follow Detail in plans, specification will be updated.

5. Super sacks are also permitted.

6. Threaded couplings are not permitted. Follow Specification.

7. Pilot holes for base contract can be drilled after NTP. The pilot holes in each respective option can only be drilled with the award of the option.

The following will be added to Section 3.2 of 33 26 00.00 11:

Each pilot hole shall be backfilled to within 12 feet of the surface with concrete sand meeting the requirements of ASTM C33/C33M. The remainder of the pilot hole shall be filled with 10 feet of grout capped by 2 feet of compacted impervious cuttings. The grout shall be tremied through a pipe. The grout shall be forced upwards toward the ground surface. When the grout reaches the surface, it shall be allowed to flow to waste until the Contracting Officer determines that the grouting has been satisfactorily accomplished.

The grout mix shall consist by weight of one part Portland cement, 4 parts sand, 2 parts Bentonite and shall be mixed with sufficient water to provide a 6 to 8 inch slump.

8. Per the specification, the testing shall be completed on at least 1 well (any well ID in the first 5 wells installed). All test results from that 1 well that is tested shall be provided to the CO.

9. Section 3.3.1 has requirements for the drilling fluid to be maintained at least 10 feet above the groundwater level. This is the primary drilling requirement regardless of river stage. Permanent piezometers are required for the project and can be used to measure groundwater depths, however, the contractor can also install temporary piezometers at no additional cost to the government for their own use.

Additionally, high river stages are generally considered when the water level in the river is at or above the landside ground surface (loaded levee condition). On: Jan 06 2021

2-2 Government Response. 1. This is not a bent piece of angle. Per the specifications, it is a fabricated piece that MVM has had on all recent relief well jobs. Reference 33 26 00.00 11, Paragraph 2.6.4.

2. Screen is to be 2 inch ID. Follow detail in plans, specification will be updated.

3. Riser is to be 2 inch ID. Follow detail in plans, specification will be updated.

4. Please use No. 10 slot. Follow Detail in plans, specification will be updated.

5. Super sacks are also permitted.

6. Threaded couplings are not permitted. Follow Specification.

7. Pilot holes for base contract can be drilled after NTP. The pilot holes in each respective option can only

Page 5 of 11ProjNet: Logged In User be drilled with the award of the option.

The following will be added to Section 3.2 of 33 26 00.00 11:

Each pilot hole shall be backfilled to within 12 feet of the surface with concrete sand meeting the requirements of ASTM C33/C33M. The remainder of the pilot hole shall be filled with 10 feet of grout capped by 2 feet of compacted impervious cuttings. The grout shall be tremied through a pipe. The grout shall be forced upwards toward the ground surface. When the grout reaches the surface, it shall be allowed to flow to waste until the Contracting Officer determines that the grouting has been satisfactorily accomplished.

The grout mix shall consist by weight of one part Portland cement, 4 parts sand, 2 parts Bentonite and shall be mixed with sufficient water to provide a 6 to 8 inch slump.

8. Per the specification, the testing shall be completed on at least 1 well (any well ID in the first 5 wells installed). All test results from that 1 well that is tested shall be provided to the CO.

9. Section 3.3.1 has requirements for the drilling fluid to be maintained at least 10 feet above the groundwater level. This is the primary drilling requirement regardless of river stage. Permanent piezometers are required for the project and can be used to measure groundwater depths, however, the contractor can also install temporary piezometers at no additional cost to the government for their own use.

Additionally, high river stages are generally considered when the water level in the river is at or above the landside ground surface (loaded levee condition). On: Jan 06 2021

Current Request Status: Request Closed

Information for this report is procurement sensitive.

8972941 Contracting FAR Clauses

Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Will USACE provide the contractor with a project (sales tax) exemption certificate for this contract?

On: Dec 17 2020. Forward request by email.

1-0 Evaluation Non-concurred. No, our projects are not typically sales tax exempt. It should be included in your pricing. By: Jeromy Carpenter; Cost Engineering and Design Reports Branch; (901-544-0810) On:

Dec 21 2020

1-1 Government Response. No, our projects are not typically sales tax exempt. It should be included in your pricing. On: Jan 06 2021

1-2 Government Response. No, our projects are not typically sales tax exempt. It should be included in your pricing. On: Jan 06 2021

Current Request Status: Request Closed

Information for this report is procurement sensitive.

8973978 Construction Management 3.2 33 26 00.00 11

Comment Classification: UNCLASSIFIED (U)

Would the Contracting officer allow the pilot holes to be drilled on location and backfilled with sand? We have done this on other Corps relief well projects. This will reduce the costs and risk of decommission holes within 5' of a future well having the potential of grout migration and give on location information.

On: Dec 17 2020. Forward request by email.

1-0 Evaluation Concurred. Pilot hole abandonment has been added to Section 3.2.7 of the project specification. By: Nicholas Aleman; Geotech Engineering Branch; (901-544-0830) On: Dec 18 2020

2-0 Evaluation Check and Resolve. See above By: Kirk Middleton; Acquisition Branch; (901-544-0786) On: Jan 06 2021

2-1 Government Response. Pilot hole abandonment has been added to Section 3.2.7 of the project specification. On: Jan 06 2021

2-2 Government Response. Pilot hole abandonment has been added to Section 3.2.7 of the project specification. On: Jan 06 2021

Current Request Status: Request Closed

Information for this report is procurement sensitive.

8973981 Construction Management 33 26 00.00 11 3.2.4

Comment Classification: UNCLASSIFIED (U)

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Would the CO allow Continuous sampling using a sonic method of drilling?

On: Dec 17 2020. Forward request by email.

1-0 Evaluation Concurred. Follow requirements in contract. By: Nicholas Aleman; Geotech Engineering Branch; (901-544-0830) On: Dec 18 2020

2-0 Evaluation Check and Resolve. See above By: Kirk Middleton; Acquisition Branch; (901-544-0786) On: Jan 06 2021

2-1 Government Response. Follow requirements in contract. On: Jan 06 2021

2-2 Government Response. Follow requirements in contract. On: Jan 06 2021

Current Request Status: Request Closed

Information for this report is procurement sensitive.

8973989 Construction Management other other

Comment Classification: UNCLASSIFIED (U)

Please provide a list of contractors or post a signup sheet on the Q&A with a link to sign in.

On: Dec 17 2020. Forward request by email.

1-0 Evaluation For Information Only. The following individuals attended the site visit.

Mike A. Skillmas mike@victoryx.com 620-364-6045

Mitch Foster mitchfoster.stephenscc@gmail.com 334-391-5693

Norman Rowan nowan@rowanconstruction.net 870-662-5414 By: Kirk Middleton; Acquisition Branch;

(901-544-0786) On: Dec 23 2020

1-1 Government Response. The following individuals attended the site visit.

Mike A. Skillmas mike@victoryx.com 620-364-6045

Mitch Foster mitchfoster.stephenscc@gmail.com 334-391-5693

Norman Rowan nowan@rowanconstruction.net 870-662-5414 On: Jan 06 2021

1-2 Government Response. The following individuals attended the site visit.

Mike A. Skillmas mike@victoryx.com 620-364-6045

Mitch Foster mitchfoster.stephenscc@gmail.com 334-391-5693

Norman Rowan nowan@rowanconstruction.net 870-662-5414 On: Jan 06 2021

Current Request Status: Request Closed

Information for this report is procurement sensitive.

8973991 Construction Management 33 26 00.00 11 3.3.2

Comment Classification: UNCLASSIFIED (U)

With the CO allow other method's of fully cased drilling like a Rotary without air or return air, if not what will happen if the hole will not stay open with just approved fluids and the hole needs to be fully cased?

On: Dec 17 2020. Forward request by email.

1-0 Evaluation Concurred. Follow methods specified in the contract. Note that groundwater requirements are specified in Section 3.3.1 of the spec, these requirements are also necessary for a stable hole. By:

Nicholas Aleman; Geotech Engineering Branch; (901-544-0830) On: Dec 18 2020

2-0 Evaluation Check and Resolve. See above By: Kirk Middleton; Acquisition Branch; (901-544-0786) On: Jan 06 2021

2-1 Government Response. Follow methods specified in the contract. Note that groundwater requirements are specified in Section 3.3.1 of the spec, these requirements are also necessary for a stable hole. On: Jan 06 2021

2-2 Government Response. Follow methods specified in the contract. Note that groundwater requirements are specified in Section 3.3.1 of the spec, these requirements are also necessary for a stable hole. On: Jan 06 2021

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Current Request Status: Request Closed

Information for this report is procurement sensitive.

8974532 Design Team Leader 31 24 00.00 12

Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Will USACE provide the design cut-and-fill calculations to prospective offerors?

On: Dec 18 2020. Forward request by email.

1-0 Evaluation Non-concurred. We provided quantities. We also provided cross sections and the location of the borrow pit. It is in our opinion that the contractor has everything they need to properly bid the project with the information that was provided. By: Jeromy Carpenter; Cost Engineering and Design Reports Branch; (901-544-0810) On: Dec 28 2020

1-1 Government Response. We provided quantities. We also provided cross sections and the location of the borrow pit. It is in our opinion that the contractor has everything they need to properly bid the project with the information that was provided. On: Jan 06 2021

1-2 Government Response. We provided quantities. We also provided cross sections and the location of the borrow pit. It is in our opinion that the contractor has everything they need to properly bid the project with the information that was provided. On: Jan 06 2021

Current Request Status: Request Closed

Information for this report is procurement sensitive.

8980061 Contracting 52.211-10 Commencement, etc.

Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Please confirm the work will be complete and ready for use in 620 calendar days shown in this paragraph.

On: Dec 23 2020. Forward request by email.

1-0 Evaluation For Information Only. This is correct in the case we exercise both options. The base shall be completed within 270 days of notice to proceed, option 1 shall be complete within 210 days of notice to proceed, and option 2 shall be complete within 140 days of notice to proceed. By: Kirk Middleton; Acquisition Branch; (901-544-0786) On: Dec 23 2020

1-1 Government Response. This is correct in the case we exercise both options. The base shall be completed within 270 days of notice to proceed, option 1 shall be complete within 210 days of notice to proceed, and option 2 shall be complete within 140 days of notice to proceed. On: Jan 06 2021

1-2 Government Response. This is correct in the case we exercise both options. The base shall be completed within 270 days of notice to proceed, option 1 shall be complete within 210 days of notice to proceed, and option 2 shall be complete within 140 days of notice to proceed. On: Jan 06 2021

Current Request Status: Request Closed

Information for this report is procurement sensitive.

8980751 Contracting Solicitation pg 8 Section 00100 Bid documents

Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

In Section 00100 Instructions to Bidders, Bid Documents: It states the Financial Statements (of 3yrs) must be submitted with the proposal, but can they also be sent independently of the Bid Documents for privacy reasons?

On: Dec 23 2020. Forward request by email.

1-0 Evaluation Check and Resolve. Yes, that will be acceptable. By: Kirk Middleton; Acquisition Branch;

(901-544-0786) On: Jan 06 2021

1-1 Government Response. Yes, that will be acceptable. On: Jan 06 2021

1-2 Government Response. Yes, that will be acceptable. On: Jan 06 2021

Current Request Status: Request Closed

Information for this report is procurement sensitive.

8982770 Contracting 33 26 00.00 11

Comment Classification: UNCLASSIFIED (U)

When would the government know whether or not they will do options 1 and 2?

On: Dec 29 2020. Forward request by email.

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1-0 Evaluation For Information Only. The Government is will notify the awardee at least 60 days before the end of the base period if the options will be exercised. By: Kirk Middleton; Acquisition Branch; (901-544- 0786) On: Dec 30 2020

1-1 Government Response. The Government is will notify the awardee at least 60 days before the end of the base period if the options will be exercised. On: Jan 06 2021

1-2 Government Response. The Government is will notify the awardee at least 60 days before the end of the base period if the options will be exercised. On: Jan 06 2021

Current Request Status: Request Closed

Information for this report is procurement sensitive.

8982779 Contracting 33 26 00.00 11

Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Can the material for building temporary drilling pads be obtained from the government furnished borrow site? When the pads are removed, can the material be incorporated in the fill areas?

On: Dec 29 2020. Forward request by email.

1-0 Evaluation Concurred. Yes, material for building pads can be obtained from the government furnished borrow pit. Once the drilling pads must be removed and can be incorporated in to the fill areas. By:

Nicholas Aleman; Geotech Engineering Branch; (901-544-0830) On: Dec 29 2020

2-0 Evaluation Check and Resolve. See above By: Kirk Middleton; Acquisition Branch; (901-544-0786) On: Jan 06 2021

2-1 Government Response. Yes, material for building pads can be obtained from the government furnished borrow pit. Once the drilling pads must be removed and can be incorporated in to the fill areas. On: Jan 06

2-2 Government Response. Yes, material for building pads can be obtained from the government furnished borrow pit. Once the drilling pads must be removed and can be incorporated in to the fill areas. On: Jan 06

Current Request Status: Request Closed

Information for this report is procurement sensitive.

8982783 Contracting 33 26 00.00 11

Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

There are 8 - 0-3 foot and 9 - 4-5 foot temporary drill pads identified for the base bid and none for options 1 and 2.

Will time be added to the contract if we cannot maintain a 10 foot differential without building additional pads?

Also, if additional pads are not approved will the government pay the additional cost of demobilization and remobilization of equipment and personnel?

On: Dec 29 2020. Forward request by email.

1-0 Evaluation Concurred. Answer to question 1:

If a 10ft differential (or more) cannot be maintained and if the activity is on the critical path, then contract time will be added.

Answer to question 2:

***Note that an amendment is forthcoming that will include updated quantities of drilling pads for the Base and both Options. If additional pads are required then likely the contract may be modified to add additional pad(s), i.e. variation in estimated quantity. If this happens, then additional contract time may be added for the additional pads, depending if this activity is on the critical path.

Only additional excusable contract time will be added to the contract. Additional mob/demob costs WILL NOT be paid. By: Nicholas Aleman; Geotech Engineering Branch; (901-544-0830) On: Dec 31 2020

2-0 Evaluation Check and Resolve. See above By: Kirk Middleton; Acquisition Branch; (901-544-0786) On: Jan 06 2021

2-1 Government Response. Answer to question 1:

If a 10ft differential (or more) cannot be maintained and if the activity is on the critical path, then contract time will be added.

Answer to question 2:

***Note that an amendment is forthcoming that will include updated quantities of drilling pads for the Base and both Options. If additional pads are required then likely the contract may be modified to add additional pad(s), i.e. variation in estimated quantity. If this happens, then additional contract time may be added for the additional pads, depending if this activity is on the critical path.

Only additional excusable contract time will be added to the contract. Additional mob/demob costs WILL NOT be paid. On: Jan 06 2021

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2-2 Government Response. Answer to question 1:

If a 10ft differential (or more) cannot be maintained and if the activity is on the critical path, then contract time will be added.

Answer to question 2:

***Note that an amendment is forthcoming that will include updated quantities of drilling pads for the Base and both Options. If additional pads are required then likely the contract may be modified to add additional pad(s), i.e. variation in estimated quantity. If this happens, then additional contract time may be added for the additional pads, depending if this activity is on the critical path.

Only additional excusable contract time will be added to the contract. Additional mob/demob costs WILL NOT be paid. On: Jan 06 2021

Current Request Status: Request Closed

Information for this report is procurement sensitive.

8984276 Engineering Support 33 26 00.00 11 Relief Wells

Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Paragraph 3.2 - What is the anticipated turn-around time on well design approvals from receipt by Contracting Officer to well driller receiving approval; and has USACE accounted for those days in the contract period of performance?

On: Dec 31 2020. Forward request by email.

1-0 Evaluation Concurred. Refer to specifications section 01 33 00 for submittal procedures. Paragraph 1.7.3b. Time has been accounted for in performance period. By: Nicholas Aleman; Geotech Engineering Branch; (901-544-0830) On: Dec 31 2020

2-0 Evaluation Check and Resolve. See above. By: Kirk Middleton; Acquisition Branch; (901-544-0786) On: Jan 06 2021

2-1 Government Response. Refer to specifications section 01 33 00 for submittal procedures. Paragraph 1.7.3b. Time has been accounted for in performance period. On: Jan 06 2021

2-2 Government Response. Refer to specifications section 01 33 00 for submittal procedures. Paragraph 1.7.3b. Time has been accounted for in performance period. On: Jan 06 2021

Current Request Status: Request Closed

Information for this report is procurement sensitive.

8984279 Engineering Support 33 26 00.00 11 Relief Wells

Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Paragraph 3.3.3 - Are vibratory methods an acceptable methodology to install temporary surface casing; and is it the opinion of the USACE that vibratory methods will not create a cavity outside the temporary casing?

On: Dec 31 2020. Forward request by email.

1-0 Evaluation Concurred. This is up to the contractors means and methods. The specification is written with performance criteria and shall be adhered to. By: Nicholas Aleman; Geotech Engineering Branch;

(901-544-0830) On: Dec 31 2020

2-0 Evaluation Check and Resolve. see above By: Kirk Middleton; Acquisition Branch; (901-544-0786) On: Jan 06 2021

2-1 Government Response. This is up to the contractors means and methods. The specification is written with performance criteria and shall be adhered to. On: Jan 06 2021

2-2 Government Response. This is up to the contractors means and methods. The specification is written with performance criteria and shall be adhered to. On: Jan 06 2021

Current Request Status: Request Closed

Information for this report is procurement sensitive.

8984281 Engineering Support 33 26 00.00 11 Relief Wells

Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

What is the assumed/planned total length of stainless steel wire wrapped well screen to be utilized in the construction of each relief well?

On: Dec 31 2020. Forward request by email.

1-0 Evaluation Concurred. Refer to sheet C-118 for relief well estimated lengths. Note an updated sheet is forthcoming that shows some additional riser. By: Nicholas Aleman; Geotech Engineering Branch; (901- 544-0830) On: Dec 31 2020

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2-0 Evaluation Check and Resolve. See above By: Kirk Middleton; Acquisition Branch; (901-544-0786) On: Jan 06 2021

2-1 Government Response. Refer to sheet C-118 for relief well estimated lengths. Note an updated sheet is forthcoming that shows some additional riser. On: Jan 06 2021

2-2 Government Response. Refer to sheet C-118 for relief well estimated lengths. Note an updated sheet is forthcoming that shows some additional riser. On: Jan 06 2021

Current Request Status: Request Closed

Information for this report is procurement sensitive.

8984282 Engineering Support 33 26 00.00 11 Relief Wells

Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

What is the assumed/planned total length of stainless steel riser pipe to be used in the construction of each relief well?

On: Dec 31 2020. Forward request by email.

1-0 Evaluation Concurred. Refer to sheet C-118 for relief well estimated lengths. Note an updated sheet is forthcoming that shows some additional riser. By: Nicholas Aleman; Geotech Engineering Branch; (901- 544-0830) On: Dec 31 2020

2-0 Evaluation Check and Resolve. See above By: Kirk Middleton; Acquisition Branch; (901-544-0786) On: Jan 06 2021

2-1 Government Response. Refer to sheet C-118 for relief well estimated lengths. Note an updated sheet is forthcoming that shows some additional riser. On: Jan 06 2021

2-2 Government Response. Refer to sheet C-118 for relief well estimated lengths. Note an updated sheet is forthcoming that shows some additional riser. On: Jan 06 2021

Current Request Status: Request Closed

Information for this report is procurement sensitive.

Report Complete

UNCLASSIFIED\\FOR OFFICIAL USE ONLY

Patent 11/892,984 ProjNet property of ERDC since 2004.

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