Amendment 1 - COR Site Visit Note and Clarifications_0001.pdf

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Attached to
GRTE Rehabilitate Moran Water System Federal contract opportunity
Solicitation number
140P1420R0006
Issued by
Department of the Interior National Park Service Intermountain Region

About this file

This amendment to the solicitation and site visit notes provide additional details for the GRTE Rehabilitate Moran Water System contract. The work includes installing a well house, water and sewer lines, wells, and demolishing existing components. A Women-Owned Small Business set-aside applies to this procurement, with bonds required at 100% of the contract value. The project magnitude is estimated between $1,000,000 to $5,000,000 under NAICS code 237110. The contract period is from notice to proceed until July 1, 2021. Davis Bacon wage rates apply. Offerors must be registered in SAM and have current representations and certifications. Questions are due by a specified date prior to offers. The amendment clarifies domestic hydrant specifications, protects an extended awning and trees during construction, requires testing and handling of hazardous materials if found, and describes well and tank access plans to minimize domestic water outages during the project.

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Other files for this federal contract opportunity

Other files attached to GRTE Rehabilitate Moran Water System, newest first.
File Type Posted
Amendment 5 WOSB Clarification_0005.docx DOCX document
Sol_140P1420R0006_Amd_0005.pdf PDF
Amendment 4 Revised Sheet C1 8 Rev 11252020_0004.pdf PDF
Amendment 4 Q and A_0004.docx DOCX document
Amendment 4 Revised Price Schedule_0004.docx DOCX document
Sol_140P1420R0006_Amd_0004.pdf PDF
Amendment 4 New Sheet L1 2 11242020_0004.pdf PDF
Amendment 4 Definitions of CLINs rev 11252020_0004.pdf PDF
Amendment 3 C3.0 11192020_0003.pdf PDF
Amendment 3 Q and A 11192020_0003.docx DOCX document
Sol_140P1420R0006_Amd_0003.pdf PDF
Amendment 2 - Site Visit Attendees with Emails_0002.xlsx XLSX spreadsheet
Sol_140P1420R0006_Amd_0002.pdf PDF
Amendment 2 - Q and A_0002.docx DOCX document
Amendment 1 - Moran Junction Monitor Well log forms_0001.pdf PDF
Amendment 1 - SRLC C-200 preliminary revisions_0001.pdf PDF
Amendment 1 - Site Visit Attendees_0001.xlsx XLSX spreadsheet
Sol_140P1420R0006_Amd_0001.pdf PDF
A06 Attachment 3 Construction Drawings 136 150563 10142020.pdf PDF
A06 Attachment 5 As Builts GRTE 136 3527A id144427.pdf PDF
A06 Attachment 4 Drawings.zip ZIP file
B08 Attachment 11 Subcontracting Worksheet.xlsx XLSX spreadsheet
A06 Attachment 8 SRLC Office Geotech Report.pdf PDF
Sol_140P1420R0006.pdf PDF
B08 Attachment 10 Past Performance Questionnaire.docx DOCX document
A06 Attachment 1 SPECS PART 1 MORAN 198970 249646 09032020.pdf PDF
A06 Attachment 2 SPECS PART 2 MORAN 198970 249646 09032020.pdf PDF
A06 Attachment 7 Moran Well House Geotech Report.pdf PDF
B03 Attachment 9 Teton County Building WD - WY20200017 08142020.pdf PDF
A06 Attachment 6 Current well UW 6.pdf PDF
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Text version

REHABILITATE MORAN WATER TRANSMISSION LINES & REPLACE MORAN WELLS

Amendment 1

140P1420R0006

PMIS 198970 & 249646

11/4/2020

1. There is a discrepancy between the domestic hydrant in the 2nd detail on C3.0 (should be labeled

2.C3.0) and specification 331100.2.3.A.1. Please disregard the annotation text in the detail saying that the yard hydrant is to be “ADA Compliant.” The hydrant specified at 331100.2.3.A.1 is not ADA compliant and it is the hydrant that the park intends to use in this application.

2. It was identified that the awning above the side door at Station 4 has been extended since the time of the topo survey. Contractor will be required to protect the awning from damage.

3. There was some discussion about topsoil requirements. Topsoil shall be salvaged from the site then replaced prior to completion of the project per 311000. In Moran there are some areas that are currently paved and salvaging topsoil will not be possible so imported topsoil will be required per L1.0. The imported material will come from RKO pit within the park per the requirements of 312000.2.1.H. with the contractor providing compost. Screening of the material from RKO pit will be required to remove rocks greater than 3‐inches in diameter.

4. The trees in front of Snake River Land Company will need to be protected during construction. A revised drawing will be included in the next amendment.

5. In reference to the discussion about testing for hazardous materials. The contractor shall test for asbestos and lead. If hazardous materials are found, a modification may be needed to account for the costs of handling and disposal of that materials.

6. It is not anticipated that the tank will need to be drained for any of the work on C1.1. The transmission line connection requires a new valve and a connection at the edge of the tank

(exterior wall), so it is anticipated that a plug can be inserted from inside the tank before the old valve is removed, replaced, and the new valve installed, and the main connected and put into service. The well supply line can bypass the tank using piping in Moran. The contractor will need to verify that the bypass piping is in working order prior to the tie‐in and work with the park to ensure plans for disinfecting the line are in place. While the bypass is in use, Moran will have limited water supply due to the diameter of the bypass line, so the park will have a plan in place in case of structural fire. The total length of this outage (partial‐ no outage to domestic, outage to fire water) shall be no more than 8 hours.

7. The red lines from the Snake River Land Company are attached. It should be noted that these are just a draft, final as‐builts will be provided in a few months.

8. The Driller’s log from a recent monitoring well that was drilled on the north side of the highway, east of the Moran entrance station is attached.

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