projnet_question.pdf

UNCLASSIFIED\\FOR OFFICIAL USE ONLY

Bid Inquiry Contractor Report All Inquiries

Project: NOV-NF-W-04A.1 - T-Wall Review: Bidder Inquiry W912P8-16-B-0050 (00001) (sorted by CommentID ) Displaying 52 inquiries.

Id Discipline Sheet Detail Spec 6682109 Specifications Section 31 05 19.05 12 Page 8 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Is Wide Width Tensile Strength @5% Strain requirement of 25,000 lb/ft restricted to polypropylene geotextiles or does this apply to all polymer types listed in Part 2 Products - 2.1 Geotextile Requirements- specifically Polyester

On: Sep 27 2016.

Government Response. . Amendment forthcoming. On: Sep 28 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6682117 Specifications Section 31 05 19.05 12 Page 8 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Wide width Tensile @ Ultimate Minimum Certifiable Values are listed as:

50,000 lb/ft for polyester 50,000 lb/ft for polypropylene 100,000 lb/ft for polyester

Which value is required for polyester? 50,000 lb/ft or 100,000 lb/ft?

On: Sep 27 2016.

Government Response. . Amendment forthcoming. On: Sep 28 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6683177 Structural C-304 to C-307 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

On pages C-304 to C-307 of the drawings at stations 1308+00, 1308+50,1310+50 and 1311+00 there is Estimated Settled Preload but it is not listed in the specifications. Please provide information regarding preload requirements.

On: Sep 28 2016.

Government Response. . The Estimated Settled Preload refers to an existing preload emplaced by others, shown on sheet C-003. This information is provided as a basis for quantities. On: Sep 29 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6686693 Contracting Spec Section 01 53 00.02 12, Para. 1.5.2 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

TRS Minimum Tip Elevation - DWG C-102 indicates bottom of TRS SSP at elevation -25.0. Spec Section 01 53

00.02 12, Para. 1.5.2, requires a minimum sheet pile tip elevation of -35 for the closure and relocations monoliths, and -23.75 for the tie-in monoliths.

Please clarify the minimum tip elevation for TRS sheet pile.

On: Oct 04 2016.

Government Response. . The tip elevations of -35.0 and -23.75 are for the sheet pile cutoff beneath and adjacent to the floodwall, not for the TRS.

TRS sheet pile tip elevation is -25.0 as shown on drawing C-102. On: Oct 07 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

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6686694 Contracting Section 01 53 00.02 12, Para. 1.5.2 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Please clarify which portions of the TRS that are considered "tie-in monoliths" for the reduced tip elevation requirements.

On: Oct 04 2016.

Government Response. . No part of the TRS is considered a "tie-in monolith". The tie-in monoliths are floodwall monoliths M1 and M5. On: Oct 07 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6686696 Contracting Spec Section 01 53 00.02 12, Para. 1.5.2 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Para. 1.5.2, Elevations, states that the minimum sheet pile tip elevations specified are required for cut-off of recharge of strata having excess hydrostatic water levels. Please clarify how this recharge/strata is to be dealt with on the fourth side of TRS where there is no sheeting specified.

On: Oct 04 2016.

Government Response. . The TRS shown on the drawings is conceptual in nature, it is the responsibility of the Contractor to design the TRS. The Contractor may design the dewatering system to account for underseepage beneath the existing levee, or may install additional sheet piles along the existing levee. On:

Oct 07 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6686698 Contracting DWG S-504 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

DWG S-504 indicates that the Utility Owners will perform the work for the Utility Penetrations thru the floodwall SSP.

Please clarify that the Utility Owners will provide all utility penetration materials and perform all work required for passing the relocated pipelines thru the floodwall SSP.

On: Oct 04 2016.

Government Response. . All duties related to the pipelines relocation, including furnishing of all materials required, installation of new pipes, installation of the outer pipe sleeves, splice and welding of sleeves to the sheet pile at the utility penetration locations, and any additional work thereto shall be the responsibility of the pipeline owners. On: Oct 07 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6686700 Contracting DWG S-504 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Please clarify whether the Utility Owners will splice and weld the SSP at the utility crossing penetration locations.

On: Oct 04 2016.

Government Response. . All duties related to the pipelines relocation, including furnishing of all materials required, installation of new pipes, installation of the outer pipe sleeves, splice and welding of sleeves to the sheet pile at the utility penetration locations, and any additional work thereto shall be the responsibility of the pipeline owners. On: Oct 07 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6686701 Contracting DWG S-504 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

If the contractor is to perform any work related to the pipeline relocations or utility penetrations at new floodwall, please specify.

On: Oct 04 2016.

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Government Response. . All duties related to the pipelines relocation, including furnishing of all materials required, installation of new pipes, installation of the outer pipe sleeves, splice and welding of sleeves to the sheet pile at the utility penetration locations, and any additional work thereto shall be the responsibility of the pipeline owners. On: Oct 07 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6686702 Contracting DWG C-102 Spec Section 01100, Para. 28 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

DWG C-102 and Para. 28 of Spec Section 01100 indicate that 31 days will be required for the Utility Owners to relocate the three pipelines. Please clarify if the contractor must remove its equipment from the worksite during the 31-day period for the pipeline relocation work.

On: Oct 04 2016.

Government Response. . Amendment forthcoming. On: Oct 07 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6686703 Contracting DWG C-102 Spec Section 01100, Para. 28 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

What items of work can the contractor perform at the jobsite during the 31-day pipeline relocation period?

On: Oct 04 2016.

Government Response. . No work is anticipated by the Contractor during the pipeline relocation. The Contractor should coordinate all work during the pipeline relocation with the pipeline owners.

Amendment forthcoming. On: Oct 07 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6686731 Contracting Spec Section 01100, Para. 3(l) Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Please clarify if the SSHO is a stand-alone position for this contract, or if the SSHO can have collateral duties.

On: Oct 04 2016.

Government Response. . EM 385-1-1 requires that the SSHO shall be a full-time responsibility. The contract does not allow for the SSHO to have collateral duties. On: Oct 07 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6686735 Contracting Dewatering, Spec Section 31 23 19.00 12 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Item (9) under Dewatering Requirements denotes "OPTIONAL", but states that a Piezometer System shall be installed. Please clarify if Piezometers are required as part of the Dewatering System.

On: Oct 04 2016.

Government Response. . Amendment forthcoming. On: Oct 07 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6686737 Contracting Dewatering, Spec Section 31 23 19.00 12 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Please clarify if the Dewatering System is required to draw down the entire TRS area (43,000+SF), or just the floodwall work area.

On: Oct 04 2016.

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Government Response. . The dewatering system is required to dewater within the TRS. Amendment 0002 will clarify that the pipeline owners will excavate within the TRS to elevation -13.0, and that the dewatering system is required to dewater to 2 feet below that excavation. On: Oct 07 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6686738 Contracting Dewatering, Spec Section 31 23 19.00 12 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Please clarify if the Contractor will be required to operate the Dewatering System for the Pipeline Owners' Relocation work.

On: Oct 04 2016.

Government Response. . Amendment forthcoming. On: Oct 07 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6686741 Contracting Dewatering, Spec Section 31 23 19.00 12 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

TRS design requirements indicate design should consider excavation to elevation -13.0 within the TRS. Please clarify the required drawdown elevation for the Dewatering System.

On: Oct 04 2016.

Government Response. . Specification Section 31 23 19.00 12 requires that the dewatering system maintain the free-water and hydrostatic pressures to an elevation at least 2 feet below all earth slopes and excavation surfaces lying within the area. The pipeline relocation will include an excavation to elevation -13.0. On: Oct 07 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6686742 Contracting DWG C-102 Dewatering, Spec Section 31 23 19.00 12 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Will the contractor be allowed to install a 4th side to the TRS, if required for Dewatering System?

On: Oct 04 2016.

Government Response. . The TRS shown on the drawings is conceptual in nature, it is the responsibility of the Contractor to design the TRS. On: Oct 07 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6686745 Contracting FAR 52.236-4 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

In the past, the USACE has provided Government takeoff quantities for lump sum bid items on similar floodwall projects under FAR 52.236-4. Please clarify whether this information will be made available to contractors under the subject solicitation.

On: Oct 04 2016.

Government Response. . Provided as requested. On: Oct 07 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6686746 Contracting DWG C-001 & C-002 Spec Section 01100, Para. 27

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

What is the minimum width and thickness required for the access roadway to be constructed by the contractor under this contract between the truck wash down rack and the canal crossing?

On: Oct 04 2016.

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Government Response. . There is no specified minimum width or thickness of surfacing required for this project. The Contractor should design the access routes based on his requirements, and the requirements for government and other access outlined elsewhere in the specifications. On: Oct 07 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6686749 Contracting DWG G-004 Note 8 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Please clarify where the stability berm is located.

On: Oct 04 2016.

Government Response. . The stability berms are shown on drawings C-301 and C-302, levee typical sections, with slopes of 1V:7.2H (protected side) and 1V:21H (flood side).

Because the berms provide stability to the levee, the levee fill shall not be placed higher than the stability berms until the berms are at their full height. On: Oct 07 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6686750 Contracting DWG G-004 Note 8 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Please clarify the intent of this note regarding Construction Sequencing.

On: Oct 04 2016.

Government Response. . The intent of this note is no to address construction sequencing, but to address stability of the levee during construction.

Because the berms provide stability to the levee, the levee fill shall not be placed higher than the stability berms until the berms are at their full height. On: Oct 07 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6686751 Contracting DWG G-004 Note 3 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Note 3 states that extreme care should be exercised in marsh areas regarding vegetation. The contractor will need to operate heavy construction equipment for crane access in the marsh area for installation of the TRS. Please clarify if there are any portions of the work area easement that the contractor is not allowed to access due to environmental restrictions.

On: Oct 04 2016.

Government Response. . There are no portions of the construction easement to which the Contractor is not allowed access. On: Oct 07 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6686753 Contracting Dynamic Pile Testing, Spec Section 31 62

14.01 12

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

Please confirm that there are 3 pile restrike events per pile.

On: Oct 04 2016.

Government Response. . Restrike dynamic testing shall be performed on the test piles indicated on the plans to receive restrike testing. The Contractor shall perform a restrike dynamic testing at 3, 7, and 21 days after the initial drive of the test pile. On: Oct 07 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6686754 Contracting Dynamic Pile Testing, Spec Section 31 62

14.01 12

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

Para. 3.4 states that production pile lengths will be provided within 7 days of the Dynamic Pile Test Report submittal approval. How much time should the contractor allow for in its schedule for Government review of the Dynamic Pile Test Report submittal?

On: Oct 04 2016.

Government Response. . The Government shall review the Dynamic Pile Test Report within 7 days of receipt. On: Oct 07 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6686920 Contracting DWG G-004 Note 13 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Note 13 discusses mudwaves. What will be required of contractor to mitigate any mudwaves formed?

On: Oct 04 2016.

Government Response. . Amendment forthcoming. On: Oct 07 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6686934 Contracting Spec Section 01100, Para. 21(f) Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Please clarify where the retaining dike is to located at the site.

On: Oct 04 2016.

Government Response. . The surface water retaining dike described in paragraph 21(f) is not required but is recommended for control of surface water. The location will be determined by the Contractor and included in the TRS plan. On: Oct 07 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6686957 Contracting Spec Section 01100, Para. 22 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

OWNERS' RIGHTS-OF WAY CONTAINING ACTIVE PIPELINES. Please clarify if there are any special loading or surcharge restrictions for the contractors' heavy equipment crossing and working atop of active pipelines.

On: Oct 04 2016.

Government Response. . Amendment forthcoming. On: Oct 07 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6689741 Civil S-505 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Please explain the scope of work under this contract and the scope of work of the pipeline relocation contract(s). For example, which contractor installs the outer pipe sleeves shown on S-504 and which installs the trenches (to elevation- 13.0 NGVD) leading toward and away from them to the connections with the existing pipelines.

On: Oct 07 2016.

Government Response. . All duties related to the pipelines relocation, including furnishing of all materials required, excavation for trenches and installation, installation of new pipes, installation of the outer pipe sleeves, splice and welding of sleeves to the sheet pile at the utility penetration locations, and any additional work thereto shall be the responsibility of the pipeline owners. On: Oct 13 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6691971 Contracting DWG C-001 & C-002

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

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Are there any protected trees that cannot be cleared within the Construction Easements for contractor access?

On: Oct 11 2016.

Government Response. . There are no trees within the Construction Easement which are designated as not to be removed. On: Oct 13 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6691984 Contracting DWG C-001 & C-002

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

Will chipped vegetative material be allowed to be spread onsite?

On: Oct 11 2016.

Government Response. . Specifications Section 31 11 00.00 12 paragraph 3.4 requires that all debris resulting from clearing and grubbing operations at the construction site shall be disposed of by removal from the site. On: Oct 13 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6692005 Contracting Section 00010 - Bidding Schedule Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Optional Bid Item 0026 - Is the contractor supposed to price the 180-day standby period into the Option 1 pricing? If so, the unit price per CY for this item will cause it to appear unbalanced.

On: Oct 11 2016.

Government Response. . The work included in the optional bid item 0026 includes the 180-day hold time. Costs associated with the 180-day hold time should be included in optional bid item 0026. On: Oct 13 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6692012 Contracting Geotechnical Report Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Please provide the geotechnical report that accompanies the soil boring data. At a minimum, we are requesting the D10 soil values so that the Dewatering System can be adequately sized for the existing site conditions.

On: Oct 11 2016.

Government Response. . See forthcoming amendment. On: Oct 14 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6692036 Contracting DWG S-003 Pile Notes, Note

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

Please clarify whether any PDA testing is required on any production piling after the initial test piling program, i.e.

after production pile lengths have been determined.

On: Oct 11 2016.

Government Response. . The Government will provide production pile lengths after reviewing the Dynamic Pile Testing Report. No additional testing is anticipated. If additional testing is required, the contract will be modified to include the additional testing. On: Oct 13 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6692038 Contracting DWG S-003 Pile Notes, Note

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

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Please clarify which specification the contractor should follow - LADOTD 804.03.1.2 or Spec Section 31 62 14.01 12.

Government Response. . The pile driving analyzer shall be performed in accordance with ASTM D4945, as referenced in section 31 62 14.01 12 of the contract specifications. See forthcoming amendment. On:

Oct 13 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6692042 Contracting Bid Date Extension Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

There is a substantial amount of design to be performed by contractors under this solicitation, including temporary bridge, temporary retaining structures, dewatering system, etc. We are requesting at bid extension of at least 7 days for this solicitation.

On: Oct 11 2016.

Government Response. . See forthcoming amendment. On: Oct 14 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6692043 Contracting ProjNet Question 6686693 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

The answer to this question states that the minimum tip elevations stated in Spec Section 01 53 00.02 12, Para.

1.5.2, applies to the permanent sheet piles, but this specification section is for Temporary Retaining Structures.

Amendment 0002 did not revise Spec Section 01 53 00.02 12, Para. 1.5.2, to change the minimum TRS tip elevations. Please clarify if the specification language will be changed via Amendment, or if ProjNet Answers are adequate for Changes to the contract.

On: Oct 11 2016.

Government Response. . See forthcoming amendment. On: Oct 13 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6692049 Contracting Spec Section 01 53 00.02 12, Para. 1.5.2 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Boring NF-04-2-13U is the closest soil boring to the TRS location. The sand/silt layer that the minimum TRS tip elevation is supposed to cutoff appears to extend past elevation -60. This boring appears to be in conflict with the minimum TRS tip elevations stated in the contract. Please clarify.

On: Oct 11 2016.

Government Response. . See forthcoming amendment. On: Oct 13 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6692133 Contracting Temporary flood protection Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Is the pipeline relocation contractor responsible for "temporary Flood Protection" if he degrades the existing levee?

On: Oct 11 2016.

Government Response. . The pipeline owners will be responsible for temporary flood protection if he degrades the existing levee during hurricane season. On: Oct 13 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6692199 General NA NA Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Will the Government provide comprehensive written badging requirements for the project if badging is required?

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Government Response. . Security badging is not required for this project. On: Oct 14 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6692201 General NA NA Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Where will the designated parking area be for workers accessing the construction site?

On: Oct 11 2016.

Government Response. . The Government has not designated any part of the construction easement as a parking area. The construction easement includes a 50-ft wide access road and a staging area for use by the Contractor. On: Oct 13 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6692203 General NA NA Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

How soon does the pipeline owner intend to remove the pipeline from the construction area?

On: Oct 11 2016.

Government Response. . The estimated duration for the pipeline relocation includes removal of the existing pipelines after relocation. On: Oct 13 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6692204 General NA NA Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Where is the closest known electric power supply located for site power?

On: Oct 11 2016.

Government Response. . It is the responsibility of the Contractor to locate and provide power to the site of work. Utility contact information is provided in the plans. On: Oct 13 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6692206 General NA NA Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Will this project be Tax Exempt? Will the government provide Tax Exemption Certificate?

On: Oct 11 2016.

Government Response. . No. Also, the Government will not provide a Tax Exemption Certificate. On:

Oct 13 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6692898 Construction Phasing C-102 01100-30 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Please provide the criteria for accepting the Optional Embankment Bid Item, as this will have a significant impact on the project duration.

On: Oct 12 2016.

Government Response. . The determination for exercising the optional bid item 0026 is based on the rate of settlement and reduction of hydrostatic head in soil layers beneath the existing preload emplaced by others. The existing preload hold time will expire on 10 December 2016 and a determination as to exercising the optional item may come before or at this date. On: Oct 13 2016 Current Request Status: Request Closed

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Information for this report is procurement sensitive.

6692903 Construction Phasing C-105 & C-302 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Is the contractor allowed to install TRS and demo existing structures and appurtenances, along with other items of work, during the 180 day preload hold time?

On: Oct 12 2016.

Government Response. . No work is anticipated by the Contractor during the 180-day hold time. The Government will consider submittals for approval for work proposed by the Contractor to be done during the 180-day hold time. On: Oct 13 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6693239 Contracting Structural Excavation and Backfill, 31 23

16.16 12

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

Our takeoff quantities do not match estimated quantities for unit price bid items 0008 & 0009. Please provide the station number start and end points for for unit priced work applicable to bid items 0008 & 0009.

On: Oct 12 2016.

Government Response. . The Government feels the quantities provided are accurate. On: Oct 13 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6693242 Contracting Excavation, 31 23 00.00 12 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Please provide the station number start & end points (for north and south levee sections) applicable to the work under the lump sum bid item 0019 for Excavation.

On: Oct 12 2016.

Government Response. . Excavation is from Levee C/L Sta. 1307+00 thru 1311+90. This includes excavation of the existing levee not excavated as part of the structural excavation, and excavation for placement of the reinforcement geotextile. On: Oct 13 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6693291 Contracting Embankment, 31 24 00.00 12 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Please provide the station number start and end points (for north and south levee sections) that are applicable to the work under bid item 0011, Embankment, Compacted Fill.

On: Oct 12 2016.

Government Response. . Embankment, Compacted Fill is from Levee C/L Sta. 1307+00 thru 1311+90.

This includes embankment for the new levees and berms, the floodwall berm, and the roadway, less the quantity of structural backfill placed within the floodwall excavation. On: Oct 13 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6694049 Site 01100-27 Project Access Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

It appears that the site is only accessible via private land. Are there any pre-bid site visits currently scheduled to allow the contractors to cross the private land to view the site? If not, can the bid date be pushed back 1 week to set up a site visit?

On: Oct 13 2016.

Government Response. . No pre-bid site visit is scheduled. See info under 52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995) to request a site visit. On: Oct 14 2016

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Current Request Status: Request Closed Information for this report is procurement sensitive.

6694088 Contracting C-003 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Please provide the sheet length for the existing PZC-13 SSP.

On: Oct 13 2016.

Government Response. . The sheet length for the existing PZC-13 steel sheet pile is 36 feet. These are the piles currently installed for the preload, and will be reused for the uncapped sheet pile. On: Oct 14 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6696056 Contracting FAR 52.236-4 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Can the Government provide takeoff quantities of the lump sum bid items for the NOV-NF-W-04A.1 project?

On: Oct 14 2016.

Government Response. . Provided. On: Oct 20 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6701428 Contracting FAR FAR FAR Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Can the Govt provide estimated quantities for the lump sum bid items please?

On: Oct 20 2016.

Current Request Status: Request Pending

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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