W50S8S22B0001 0002 Amendment.pdf
PDF 190 KB Posted
- Attached to
- Construct Vehicle Service Rack Federal contract opportunity
- Solicitation number
- W50S8S22B0001
- Issued by
- Department of the Army National Guard
About this file
This notice announces a solicitation for the construction of a vehicle service rack to be issued by the National Guard Bureau located in Ohio. Key details include:
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The project involves constructing a 2,300 square foot double bay facility for washing military vehicles and snow removal equipment. Utilities, pavements, and landscaping will also be modified to accommodate the new building.
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The construction duration is 270 calendar days from notice to proceed, with adequate time allotted for inspection and punch list.
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The solicitation is designated as a total small business set-aside, with a NAICS code of 236220 and size standard of $39.5 million average annual revenue. The estimated value is between $500,000 to $1 million.
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The pre-solicitation notice, solicitation, and plans will be available on SAM.gov starting December 14, 2021. A pre-bid conference is scheduled for December 22, 2021. Bids must remain valid for 120 days and are due by January 18, 2022. Award is expected by January 30, 2022 or February 28, 2022 pending available funds.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Refueler_Abstract of OffersR1 Signed.xlsx | XLSX spreadsheet | |
| W50S8S22B0001 0003 Amendment.pdf | ||
| Vehicle Service Rack - Soils Report.pdf | ||
| WD OH20210088 MOD 07 12-17-2021.pdf | ||
| RFI_template.doc | DOC document | |
| W50S8S22B0001 A01 Final.pdf | ||
| 180th FW Base Map Partial sanitary layout.pdf | ||
| Pre-Bid Site Visit Agenda Sign-In.pdf | ||
| Specifications VSR B-3 Combined.pdf | ||
| W50S8S22B0001 Final.pdf | ||
| Drawings VSR B3.pdf |
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Text version
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 purpose of this amendment is to respond to Request for information (RFI) and extend the sealed bid offer from 18 Jan 2022 at 2:00PM EST to 25 Jan 2022 at 2:00PM EST.
1. CONTRACT ID CODE PAGE OF PAGES
J 1 4
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 13-Jan-2022
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 W50S8S22B0001
X 9B. DATED (SEE ITEM 11)
14-Dec-2021
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
13-Jan-2022
CODE
USPFO OH 180 MISSION SUPPORT CONTRACTING
2660 S EBER RD
SWANTON OH 43558-8752
W50S8S 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W50S8S22B0001
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)
The following have been added by full text:
RFI RESPONES
RFI
1 Question: Drawing Page C101- North west corner indicates a water pressure valve. Can you clarify if the pressure valve located on the existing water line is new or existing?
Response: There is no pressure valve at this location nor is one required at the location. Delete the annotation on the existing water line accordingly.
2 Question: Please confirm location of the existing sanitary manhole that the new 2” forced sanitary line is shown to connect to. It was not visible during the initial walk through onsite.
Response: Refer to amendment 1 showing the location of the existing sanitary line is in the asphalt parking lot north of bldg. 136.
3 Question: Glass mat faced gypsum sheathing is shown on the interior face of the exterior wall in Fire 101 & Utility 102. Section 09 29 00, 3.3 calls for joints of the glass mat sheathing to have silicone applied and troweled flat. If silicone is applied our assumption is that these walls will not be painted, please confirm this is correct.
Response: Glass Mat Faced Gyp is used at the interior side of exterior walls in Fire 101 and Utility 102. These surfaces are not scheduled to be painted.
4 Question: Please confirm who is responsible for any 3rd party testing required for the project.
Response:
a. Section 01 45 00.00 10 3.8 specifies testing procedures and requirements. Contractor to provide testing from a USACE approved lab.
b. Drawing S-002: Delete the sentence in paragraph 1 of Required Structural Inspections stating "Owner to provide Special Inspector", and, replace with "Contractor to provide Special Inspector".
c. Drawing S-002: Delete the sentence in paragraph 2 of Required Structural Inspections stating "Special Inspector shall be employed by the Owner and not the Contractor", and, replace with "Special Inspector shall be employed by the Contractor".
d. The intent is have the contractor furnish all required laboratory 3rd party testing and inspections.
5 Question: Please confirm required floor finish in all areas.
Response: Section 03 30 00 3.10.1.3 specifies a steel troweled finish at floors used for walking surfaces. This finish applies to all floors 6 Question: Are both sides of the CMU wall that forms Fire 101 & Utility 102 to receive the epoxy coating or just the vehicle bay side?
Response: Both sides of the CMU walls are to receive the epoxy coating.
7 Question: Fire Alarm - Based on Occupancy, we assume everything in the bay will need to be weatherproof. Please confirm.
Response: Yes, FA devices in bay to be weatherproof.
8 Question: Fire Alarm - 7 Horn Strobes are shown, however we believe speaker strobes would be required to meet UFC Standard. Please confirm.
Response: Mass notification is not required in this facility. Provide horn strobes.
9 Question: Fire Alarm - 2 Smoke Detectors are shown, given the location we believe heat sensors may be more appropriate. Please confirm.
Response: Delete smoke detectors and provide heat detectors per NFPA.
10 Question: Fire Alarm - No annunciators or LED signs are currently shown. Please confirm this is correct.
Response: Annunciators are not required.
11 Question: Fire Alarm - Are manual pull stations desired at the 2 exterior mechanical / riser rooms? Currently none shown.
Response: Provide a manual pull station (2 total) in each exterior mechanical & fire riser room.
12 Question: Fire Alarm - Per specs, “Prior to installation, submit data for approval by the EFA, Naval Facilities Engineering Command, is this NAVFAC managed?
Response: This is not required as this is a National Guard Facility.
13 Question: Fire Alarm - Please confirm the list of spare parts requested is accurate. We assume the printer, paper and other printer components will not actually be required.
Response: Delete the printer and all accessories and delete all spare parts related to the fire alarm system.
14 Question: Fire Alarm - Please confirm the fire alarm system should be programmed as called for in the specs, it is not common to program the system in this way anymore:
“Provide a notification appliance silencing switch which, when activated, will silence the audible signal appliance, but will not affect the visual alarm indicator, the liquid crystal display, or the automatic notification of the central station service. The switch shall be overridden upon activation of a subsequent alarm.”
Response: Fire alarm system programming with silencing switch not required. Program Fire Alarm System per UFC 3-600-01 and UFC4-021-01 as required for notification/initiation appliance device networks. Audio and visual networks to meet NFPA 72 and UFC requirements.
15 Question: The 6” water line shown to the building is called out as PVC in one location and 6” fire line after the PIV Valve. Please confirm desired materials for the new water line.
Response: C-900 PVC is acceptable.
16 Question: What stone subbase thickness under the building slab
Response: Place a 6 mil visqueen capillary break over a minimum of 6 inches of fine aggregate below all concrete slabs. The subgrade should be thoroughly proofrolled to indentify any soft, wet or weak zones prior to placement of subbase stone or concrete.
17 Question: Is there a soils report available?
Response: Soils reports is provided as separate attachment for reference only and does not change any design requirements of the contract documents.
18 Question: Our Overhead Door suppliers have expressed that the style of door requested for this project only goes up to 20' width. Per the Door schedule it is calling for a 22' wide door. Please advise. Also, The lead time for these overhead doors is unknown but per past experience with these doors, we are looking at 8-10+ months.
Response: Question does not indicate which suppliers have been contacted or researched. Doors with insulated steel slats and wind resistance of 20 PSF are available in widths of 24’-0 to 26’-3” from several national manufacturers such as Cookson and Rytec or equal. Many companies also offer custom widths. Note that the project specifications are generic per FAR and as such, do not name manufacturers. The Project has been extended to 365 days after NTP allowing lead time needed for an 8-10 month delivery of doors.
SECTION 00 10 00 - SOLICITATION
The required response date/time has changed from 18-Jan-2022 02:00 PM to 25-Jan-2022 02:00 PM.
(End of Summary of Changes)
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