Sol_140P4320R0014_Amd_0003.pdf
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- Attached to
- CACO HQ and Residences Replacement of Sewer System Federal contract opportunity
- Solicitation number
- 140P4320R0014
About this file
This document provides questions and answers related to solicitation number 140P4320R0014 for replacement of the sewer system at the Cape Cod National Seashore headquarters and residences in Wellfleet, Massachusetts. The National Park Service is seeking construction services to design and install a new septic system to accommodate the facilities. Key details include a period of performance from September 2020 to July 2021; responses to contractor questions clarifying that no additional design work is required, permits have been approved by Massachusetts DEP, and temporary pathways and water sources are acceptable. The proposal due date was amended to September 11, 2020. The award is restricted to small businesses under the WOSB program with a NAICS code of 237110 and size standard of $36.5 million.
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(x)
140P4320R0014 x x
1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
x
Boston MA 02129-4543
PNN
Building I-1 Charlestown Navy Yard Boston National Historical Park
NPS, NER - NE MABO
253235, 238018,07/31/20200003
13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning
Offers 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
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
FACILITY CODE CODE
10B. DATED (SEE ITEM 13)
10A. MODIFICATION OF CONTRACT/ORDER NO.
9B. DATED (SEE ITEM 11)
9A. AMENDMENT OF SOLICITATION NO.
CODE
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)
7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY
PAGE OF PAGES
4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)
1. CONTRACT ID CODE
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
07/15/2020
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.
ORDER NO. IN ITEM 10A.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
A. This Amendment 0003 provides responses to questions posed by potential Offerors. The
Questions and Answers are stated as follows:
1. QUESTION: The title of the project specifications reads SEPTIC FACILITY DESIGN AND
CONSTRUCTION. The project appears to be fully designed. Please confirm no design services are required for this project.
1. ANSWER: No additional design work is required.
Continued ...
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)
15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED
(Signature of person authorized to sign) (Signature of Contracting Officer)
Wendy De Leon
STANDARD FORM 30 (REV. 11/2016)
Prescribed by GSA FAR (48 CFR) 53.243
Previous edition unusable
Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .
ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
NAME OF OFFEROR OR CONTRACTOR
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CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF
(A) (B) (C) (D) (E) (F)
140P4320R0014/0003
2. QUESTION: Spec Section 01 31 00 para 1.8.B.1 states No government-furnished permits were found to be necessary on this project. Was design of the septic system coordinated with MA DEP? Are state and local permits applicable to the Federal
Government for the proposed septic system? What permits will be required?
2. ANSWER: MA DEP has approved the engineering plans, copy attached as ATTACHMENT NUMBER 5 NPS
Headquarters Approval, CACO HQ and Residences
Sewerage System. A Disposal System Construction permit shall be issued to the System Installer once under contract and identified to MassDEP,
3. QUESTION: Note 6 on 1/C4.2 & 2/C4.2 requires the ant-flotation shelf to be precast on tank base. Suggested manufacture cannot precast anti-flotation color on tank and recommends cast
In place. Are doweled, cast in place anti-flotation collars acceptable?
3. ANSWER: Cast-in-place and dowelled flotation collars are acceptable.
4. QUESTION: Please reference C1.2. The Staging and Construction Access plan shows the work area divided into two separate areas in order to maintain access to the existing bituminous walkway connecting the parking lot to the building entrance. The new 8¿ PVC sanitary line crosses underneath the existing walkway and a
14+/- excavation is required directly adjacent to the existing walkway in order to install the new septic tank. Maintaining access to the walkway will require extensive shoring during excavation and will be extremely costly. Would it be acceptable to provide a temporary pathway around the work area in order to avoid this expense?
4. ANSWER: Yes the contractor may construct a temporary path. The intent was to maintain as much of the existing access as possible throughout construction, however if that will be difficult, we take no issue with providing access via a temporary walkway that avoids the work
Continued ...
NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)
Sponsored by GSA
FAR (48 CFR) 53.110
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CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF
(A) (B) (C) (D) (E) (F)
140P4320R0014/0003 area. Please advise us as to whether there is any desired surface treatment for a temporary path
(crushed stone, bituminous, etc.).
5. QUESTION: Please clarify note 11 on C3.0 which states Heavy Equipment shall not be allowed to operate over the limits of the sewage disposal system during the course of construction of the systems.
5. ANSWER: This note is to direct the contractor to not operate heavy machinery above the soil absorption system subgrade or any other sewage disposal system components. For instance after the septic tank is backfilled to finished grade, the contractor should not then drive an excavator over the top
6. QUESTION: Note 1, 3/C4.2 States Remove existing organic soil and fill topsoil. Fill
Material witnessed in TP-4 between elevations
52.8+/- and 49.8+/- to be removed and replaced with Title 5 Sand. Excavation of unsuitable soil material shall extend a minimum of five feet laterally in all directions beyond outer perimeter of soil absorption system to the depth of naturally occurring pervious material. Test pit 4 is located in SAS #1. It is impossible to know the extend of the unsuitable soils. For purposes of this bid, should it be assumed that the entire area of SAS #1 will need to be cut to
49.8 and replaced with Title 5 Sand Please advise to what extent undercutting should be assumed.
6. ANSWER: We acknowledges that there is no possible way to confirm the limits of unsuitable soil prior to the start of earthwork for the Soil
Absorption System(SAS). Upon further inspection of the test pit #4 and SAS#1 design, the entire stone trench is lower than the loamy sand layer that runs from 52.8¿ to 49.8¿. No replacement with title V sand is anticipated and the 5-foot over excavation around the perimeter is not needed.
Continued ...
NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)
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CONTINUATION SHEET
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(A) (B) (C) (D) (E) (F)
140P4320R0014/0003
7. QUESTION: Per *NOTE on 3/C4.2 assumptions have bee made about groundwater elevation.
However, note states in part Further testing will be provided at the time of construction to verify that adequate separation is provided. Who will be responsible for the further testing?
7. ANSWER: Groundwater has not been observed in the initial investigation. We will be on-site when the contractor begins excavation on the Soil
Absorption System to confirm that there is adequate separation to groundwater below the soil absorption system.
8. QUESTION: The solicitation lists the period of performance as 283 days from NTP. However, the continuation sheet clarifies that the construction portion of the project must be completed within 90 days. The remaining time period is to allow for the appropriate time of year for seeding. Also, the Eastern Box Turtle
Protection Plan provided in the Summary of Work
01 11 00 states The construction period is estimated to occur from the middle of September
2020 to December 2020. With permitting (if required) and lead time on equipment (custom tanks, pumps, etc) it is unlikely the construction portion of the project can be realistically accomplished within 90 days of the
NTP. In addition, the further the actual start date is move into the winter months, the more likely it is that frozen soils may delay the progress. Is their flexibility in the 90 day requirement?
8. ANSWER: Yes there is flexibility in the 90 day requirement, it can be increased 60 days if needed. But would strongly prefer as close to the
90 day possible.
9. QUESTION: I would like to confirm if the proposal date for this project is Monday 8-31-20 or Friday 9-11-20?
9. ANSWER: The Proposal is due by 3:00 pm EST
Continued ...
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CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF
(A) (B) (C) (D) (E) (F)
140P4320R0014/0003 on September 11, 2020, you are welcome to submit your Proposal earlier if you so choose. Proposals will not be accepted after 3:00 pm EST on
September 11, 2020.
10. QUESTION:Do we have to be part of the VETS
4212? Veterans Employment?
10. ANSWER: You will need to register under the
VETS-4212 Reporting if you currently have a
Federal Contract over $150,000.
Once you are awarded a Federal Contract, or you currently have a federal government contract or subcontract worth $150,000 or more, a VETS-4212
Report must be filed between August 1 and
September 30 each year. If a contractor or subcontractor obtains a contract that meets the requirements to submit a VETS-4212 Report, they are required to submit the report within 120 days of obtaining the contract. The obligation to report is on the contractor or subcontractor. If the contractor or subcontractor is unsure of whether to file a report or not they will need to contact the authority requesting that the report be filed for clarification. Generally speaking, this authority is the federal contracting officer
(CO) in charge of awarding a contract.
11. QUESTION:Could you provide a plan holders list?
11. ANSWER: One is not currently available.
12. QUESTION:Is there water available onsite to fill the septic tank and pump chamber tank for testing?
12. ANSWER: Yes, we have fire hydrants close by that can be used.
13. QUESTION:Is a local board of health septic
Continued ...
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(A) (B) (C) (D) (E) (F)
140P4320R0014/0003 installers license needed?
13. ANSWER: Per Title V 15.019 ¿No individual shall engage in the construction, upgrade, modification, emergency repair, or expansion of any on-site system without first obtaining a
Disposal System Installer's Permit from the
Approving Authority.¿
DEP WP-63 Approval Letter ¿A disposal System
Construction Permit shall be issued to the System
Installer once under contract and identified by
MassDEP¿. Therefore the contractor shall coordinate with the DEP for approval.
14. QUESTION:What agency will be in charge of the septic inspections?
14. ANSWER: Per Title V section 15.300: ¿Any person owning or operating a facility on which an on site subsurface sewage treatment and disposal system is installed shall be responsible for the inspection and maintenance of, and any necessary upgrades to, the system¿. Therefore is the Parks and the contractors responsibility to make sure it get inspected.
Per the DEP WP-63 Approval Letter ¿The facility served by the system and the system itself shall be open to inspection by the Department and the
Wellfleet Board of Health¿.
15. QUESTION:What is the material of the existing sewer line made of?
15. ANSWER: Record plans indicate that the existing pipes from the Headquarters office building to the septic tank and from the manhole north of the septic tank to the septic tank are
PVC. All others are indicated as vitrified clay.
16. QUESTION:Are turtle sweeps and the turtle biologist not needed after the Oct. 31 date?
Continued ...
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CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF
(A) (B) (C) (D) (E) (F)
140P4320R0014/0003
16. ANSWER: Turtle sweeps are not needed after
October 31st.
B. There are no changes to the Solicitation as a result of this Amendment 0003.
Period of Performance: 09/25/2020 to 07/05/2021
NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)
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