Amendment 0003.pdf
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- Solicitation number
- N4008520R0015
About this file
This document provides an amendment to a solicitation for a design-bid-build project for an F-35 training and simulator facility at Marine Corps Air Station Cherry Point in North Carolina. The amendment provides responses to pre-proposal inquiries, revises the bid form to include a line item for treatment of contaminated groundwater, cancels the site visit due to COVID-19, and extends the proposal due date to April 30, 2020 at 2:00pm EDT. The Naval Facilities Engineering Command solicitation has a magnitude of construction between $25-100 million and utilizes NAICS code 236210 with a small business size standard of $39.5 million. This acquisition will be conducted on an unrestricted basis with full and open competition.
The key details provided in the amendment include responses to contractor questions on experience requirements, specifications for structural steel shop primer and erector qualifications, confirmation that clean agent fire suppression is not required, clarification of plumbing drawing references, and additional existing drawings and photos to supplement information normally provided during an in-person site visit.
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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 PROPOSAL DUE DATE REMAINS 30 APRIL 2020 AT 2:00PM
The purpose of this amendment is to:
1. Provide responses to PPI's w ith Attachments
2. Provide Site Investigation Report for "Informational Purposes Only"
3. Remove the option to Hand Deliver proposals
1. CONTRACT ID CODE PAGE OF PAGES
J 1 17
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 08-Apr-2020
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 N4008520R0015
X 9B. DATED (SEE ITEM 11)
12-Mar-2020
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 is extended, X 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 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 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
08-Apr-2020
CODE
NAVFAC MID ATLANTIC
ACQUISITION CORE
9324 VIRGINIA AVENUE
NORFOLK VA 23511-3095
N40085 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
N4008520R0015
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:
AMENDMENT 0003
At this time, hand delievery of Non-Price Proposals will NO LONGER be accepted. The only acceptable delivery for Non-Price Proposals is to Mail in. Price Proposals will still be accepted via electronic delivery as stated in the RFP Section 4.2 PROPOSAL SUBMISSION INSTRUCTIONS or mail delivery.
Proposals may be sent via express mail carriers to the following address:
NAVFAC MIDLANT
9324 Virginia Avenue, Bldg, Z140, Room 225 Norfolk, VA 23511 Attn: Crystal Chatmon, Contract Specialist - ACQ21
PPI RESPONSES
Ques tion No.
Date Receive d
REFERENCE QUESTION GOVERNMENT
RESPONSE
Poste d on Amen d No.
Page Section Para.
1 3/18/20
13 Factor 1 5 Factor 1, Corporate Experience states “Scope:
New construction of a simulator facility”. Will similar complex construction types be viewed as relevant such as active hospitals which have Operating Rooms or CT Scans, IT Facilities, or Laboratories with heavy coordination between with owner or contractor provided prefabricated equipment (similar to simulators) be considered as relevant experience?
Propose according to the RFP
2 3/24/
With the virus and everyone trying to work from home subcontractors are asking for 3 week extension will this be possible?
Please see Amendment 0002
3 3/24/20
RFP Given the current crippling effect the COVID19 Pandemic has placed on the entire country, General Contractors, Subcontractors, and Vendors are all subject to it. Some are having to work from home, others aren't allowed to work or can't access files/information they need, and at best, those that are working are not able to operate at full speed in terms of estimating, take-offs, pricing efforts, etc. Please consider a two week bid extension from April 9th to April 23rd to allow the necessary time for the market to propose on this project in unforeseen and uncontrollable circumstances.
Please see Amendment 0002
4 3/24/20
S-513 Joist reinforcing detail is given on C3/S-513, please indicate where this is need on the structural drawings as this detail is not referenced.
Joist hanger detail C3/S-513 is provided as an option for locations where hanging loads fall between joist locations.
5 3/24/20
05 12 00 05 12 00-2.6.2 clarifies zinc rich primer for all structural steel. This is a significant cost premium over standard primer, especially on non-exposed structural steel.
Please confirm it is required.
Standard shop primer may be used for interior, non-exposed structural steel.
6 3/24/20
05 12 00 AISC certified erector and fabricator are required per 05 12 00-1.3. Please consider removing the AISC certified erector requirement for additional competition.
AISC certifications may be waived provided a similar certification and QC program is being followed. Refer to IBC 2015 Section 1704.2.5 for additional special inspection requirements in lieu of approved detailed fabrication and quality control procedures.
7 3/24/20
21 00 00 Please confirm that no clean agent fire suppression systems are required in any rooms such as server rooms, simulator areas, etc.
Confirmed. Clean agent system is not required for this project.
8 3/24/20
21 30 00 Please confirm which start method will be required on the controller for the fire pump, and if a transfer switch is needed.
Refer to Specification 21 30 00, section 2.7.1 for start method and ATS requirements.
9 3/24/20
M-603 The Duct Silencer Schedule on M-603 has lines for DS-13 and DS-14 with no information listed next to it.
Please confirm only DS-1 through DS-6 is applicable.
Only DS-1 through DS- 6 are required. DS-13 and DS-14 were printed by error and can be disregarded.
10 3/24/20
RFP Item 1.2
Under item 1.2 General Overview of Contract - Description of Work it is noted, "The facility will be a reinforced concrete masonry unit building with seismic upgrades on a pile supported reinforced concrete slab on grade foundation." The structural plans do not show a pile foundation, the geotechnical report does not recommend one, and there is not a specification for a pile foundation. Please confirm that there will NOT be a pile foundation required.
Confirmed. Piles are not anticipated for this project.
11 3/24/20
Attachme nt I
CLIN 0001AF is for the sampling, and then excavation, handling, and disposal of petroleum contaminated soil. Please separate the soil sampling and make it its own unit price CLIN (i.e. 5 soil samples @ $____ ea), as there is a chance that tested soil may come back clean and not need to be removed. Unless the Gov't wants all excavated soils treated as contaminated?
Provide bid as specified.
12 3/24/20
C-008, C-009
Plans C-008 and C-009 indicate contaminated soils located within the limits of construction (and confirmed in CLIN 0001AF). The water table in this area will likely be encountered during construction. Due to the contaminated soils, the water will also be contaminated and will need to be treated and legally disposed of. Please provide a quantity and unit price line item on the bid form for treatment of contaminated water.
Bid Form has been edited to include a line item “Treatment of Contaminated Groundwater” as requested with a quantity of 250,000 gallons
14 3/24/20
01 45
00.00 20
1.5.2 The Quality Control spec
reads that a commissioning authority is to be provided for the project in 1.5.2.1.
Spec 01 91 00.15 22, 1.1 very clearly notes the CxA will be provided by the Gov't.
Please confirm these are the same firm/person, and will be provided by the Gov't.
CxA is to be provided by govt.
15 3/25/20
1 Solicitatio n
In light of “Stay at Home Orders” issued across multiple states, counties and cities, and the uncertainty resulting from the national emergency declared as a result of the COVID-19 Pandemic. Our operations, and that of the subcontractor market, have been severely impacted. For this reason we are requesting a 2 week extension of this bid.
Please see Amendment 0002
16 3/25/20
Due to Amendment 0001 cancelling the site visit, will the demolition contractors have the opportunity to visit the jobsite to view the three buildings to be demolished?
Will there be an opportunity for general contractors and any other subcontractors to visit the jobsite?
Due to COVID-19 pandemic and the increasing state and local governments issuing “shelter in place” policies, there will no longer be a site visit for this solicitation. Please utilize the drawings and specifications when preparing your proposal.
17 3/25/20
A4/A5
Please provide a specification for the pre-cast concrete sills at the windows as shown on detail A4/A526.
Refer to specification 04 20 00, section 2.2.4.
18 3/25/20
Is the general contractor to submit pricing as shown on pages 25-27 of 29 of the RFP, with Item No's 0001, 0002, 0003, 0004, 0005, 0006 and 0007 or is the general contractor to submit pricing as shown in Document 00 22
13.00 20 - Supplementary Instructions to Offerors with
CLIN 0001AA, 0001AB,
0001AC, 0001AD, 0001AE,
0001AF, 0002, 0003, 0004,
0005, 0006 and 0007? Please clarify the bid form.
Please use Attachment I- Price Proposal Form
19 3/26/20
With the virus and everyone trying yo work from home subcontractors are asking for 3 week extension will this be possible?
Please see Amendment 0002
20 3/26/20
Will there be any Blast requirements on the glazing as non shown?
Blast rating is not required.
21 3/26/20
Please consider pushing the bid date on this Solicitation at least one week to 16 April.
There is quite a bit of work bidding right now at Cherry Point and Camp Lejeune and everyone is a bit displaced. A short extension would help this bid considerably. Thank you.
Please see Amendment 0002
22 3/27/20
Drawing A-611 indicates OH- FS as a Fire Shutter for opening 195B. The details on drawing A-522 show a non rated OH coiling door.
Also, spec section 08 33 23 doesn’t refer to any fire rating for the coiling door/ shutter. Please clarify if this opening is a rated opening and if so please provide additional specs/ details on the required opening rating and shutter construction.
Fire rating is not required for the overhead coiling door.
23 2 Solicit ation
Request for electronic bid submission on bid due date in lieu of hard copies for reasons stated above in question 1.
Please bid per RFP 0003
24 Drawing
TN601
Teleco m
In the Combination Floor Box Schedule on Drawing TN601 there is a column labeled 'Telecom Outlet Type'. It has the outlets listed as x/x/x with each x being an outlet type. A sequence that appears multiple times is 1/SP/S. I know that the Nmber 1 stands for a Type 1 outlet and the 'S' stands for a SIPR Outlet (See Note 2 on TN601). However there is no where that 'SP' is defined. I assume it means that it is a spare outlet and doesnt require cabling but I can't be sure? What does the 'SP' stand for?
SP stands for space and is to be left open.
25 00 22
13.00 20
4 CLIN 3 With the current "work from home" requirement being enforced by most companies would it be acceptable to provide an email from our banking institution demonstrating adequate financial resources in place of a signed bank reference? Our banking institution is unable to provide such a letter without going into the office location, and at this time they are all working from
Please bid per RFP 0003 home.
26 Amend ment
1 14 Amendment 0001 cancels the site visit previously scheduled for 24 March, is NAVFAC scheduling an alternative site walk for this solicitation.
No 0003
28 02 41 00 4 02 41 00 1.6.1 Is construction water available on MCBCP and if there available is there a cost for water usage.
Water is always available for base contract work at the fill station located at the water plant free of charge.
If a contractor desires water to be setup at a construction trailer, the contractor must hire a licensed plumber to install a tap and have backflow prevention installed and tested. Paperwork must be submitted to the Base. This is all at the contractors expense.
Usually during demo work all utilities are demo'd as well, so having water at the demo site is dependent on if the contract calls for water utilities to be demo'd. If water will remain at the bldgs.
contractors must install a backflow preventer on the desired hydrant and have a licensed tester test the assembly and submit the certified paperwork to the Base.
30 02 41 00 6-7 3.1 Pursuant to the demolition specifications the contractor is required to salvage/recycle numerous items from the existing building, the lack of a site walk prevents contractors from accurately performing a qualified takeoff from the plans provided. If a site walk is not going to be provided will NAVFAC provide the detailed drawings of the buildings to be demolished along with photos.
General Demolition sheets are included in the set which do include drawings and some existing photos.
Also see attached Site Investigation Report for additional existing photos. See attached existing As-Built drawings for buildings B4038 and B4162.
Additional drawings and photos will be forthcoming as the Base is currently in the process of gathering additional information and will be distributed as they become available.
31 02 61 13 8 3.10 The specifications state that the following: "Offsite disposal of contaminated material shall be in accordance with design documents and base requirements." MCBCP, as the generator of hazardous waste must currently have a detailed disposal plan which would be incorporated in the base requirements for disposal, please make this document available to contractors.
The Base does not have a detailed disposal plan. We do not identify any disposal sites. All language is similar to “dispose in accordance with local, state, and federal regulations” or “as directed by the COR”.
32 02 84 16 1-4 1.2 Specifications require the contractor to remove and dispose of PCB containing lighting ballasts and associated mercury-containing lamps. The lack of a site visit prevents the contractor from accurately identifying the size and level of effort required to remove each unit. Could NAVFAC provide a detailed list along with photos, and height of units from floor.
See attached Site Investigation Report for existing building photos. See attached drawings for existing as-built drawings. See attached Hazardous Materials Report for the project. Additional drawings and photos will be forthcoming.
33 00 10 00 3.(a) With the current "work from home" requirement being enforced by most companies would it be acceptable to provide an email from our banking institution demonstrating adequate financial resources in place of a signed bank reference? Our banking institution is unable to provide such a letter without going into the office location, and at this time they are all working from home.
Please bid per RFP 0003
34 00 10 00 3.(b)( 1)
Would the government consider revising experience requirements to require a minimum of 1 project.
Please bid per RFP 0003
35 02 41 00 CD20
Demolish and remove domestic waterline…without the ability to perform a site visit can you provide the depth of the line to be removed.
VF100’s series sheets for locations of existing site utilities and sheet C-002 for existing sanitary sewer and existing storm inverts
36 02 41 00 CD20
Demolish and remove electrical duct…without the ability to perform a site visit can you provide the depth of the duct to be removed.
Additionally, is the duct encased in concrete or slurry.
VF100’s series sheets for locations of existing site utilities and sheet C-002 for existing sanitary sewer and existing storm inverts
37 02 41 00 CD20
Demolish and remove communications duct bank…without the ability to perform a site visit can you provide the depth of the duct to be removed. Additionally, is the duct encased in concrete or slurry.
VF100’s series sheets for locations of existing site utilities and sheet C-002 for existing sanitary sewer and existing storm inverts
38 02 41 00 CD20
Demolish and remove 4" PVC sanitary sewer pipe and cap…without the ability to perform a site visit can you provide the depth of the line to be removed.
VF100’s series sheets for locations of existing site utilities and sheet C-002 for existing sanitary sewer and existing storm inverts
39 02 41 00 CD20
Demolish and remove 8" PVC sanitary sewer pipe and cap…without the ability to perform a site visit can you provide the depth of the line to be removed.
VF100’s series sheets for locations of existing site utilities and sheet C-002 for existing sanitary sewer and existing storm inverts
40 02 41 00 CD20
Demolish and remove 18" RCP Storm Sewer…is this actually a sewer line or is it the storm water line.
This is what the survey calls a Storm Sewer. It is a culvert that conveys runoff under the entrances
41 02 41 00 CD20
Demolish and remove 18" RCP Storm Sewer…without the ability to perform a site visit can you provide the depth of the line to be removed.
VF100’s series sheets for locations of existing site utilities and sheet C-002 for existing sanitary sewer and existing storm inverts
42 02 41 00 CD20
Demolish and remove domestic waterline…without the ability to perform a site visit can you provide the depth of the line to be removed.
VF100’s series sheets for locations of existing site utilities and sheet C-002 for existing sanitary sewer and existing storm inverts
43 02 41 00 CD20
Demolish and remove electrical duct…without the ability to perform a site visit can you provide the depth of the duct to be removed.
Additionally, is the duct encased in concrete or slurry.
VF100’s series sheets for locations of existing site utilities and sheet C-002 for existing sanitary sewer and existing storm inverts
44 02 41 00 CD20
Demolish and remove communications duct bank…without the ability to perform a site visit can you provide the depth of the duct to be removed. Additionally, is the duct encased in concrete or slurry.
VF100’s series sheets for locations of existing site utilities and sheet C-002 for existing sanitary sewer and existing storm inverts
45 02 41 00 CD20
Demolish and remove 6" clay sanitary sewer pipe…without the ability to perform a site visit can you provide the depth of the line to be removed.
VF100’s series sheets for locations of existing site utilities and sheet C-002 for existing sanitary sewer and existing storm inverts
46 02 41 00 CD20
Demolish and remove 8" clay sanitary sewer pipe…without the ability to perform a site visit can you provide the depth of the line to be removed.
VF100’s series sheets for locations of existing site utilities and sheet C-002 for existing sanitary sewer and existing storm inverts
47 02 41 00 CD20
Demolish and remove 8" PVC sanitary sewer pipe…without the ability to perform a site visit can you provide the depth of the line to be removed.
VF100’s series sheets for locations of existing site utilities and sheet C-002 for existing sanitary sewer and existing storm inverts
48 02 41 00 CD20
Demolish and remove 12" clay sanitary sewer pipe…without the ability to perform a site visit can you provide the depth of the line to be removed.
VF100’s series sheets for locations of existing site utilities and sheet C-002 for existing sanitary sewer and existing storm inverts
49 02 41 00 CD20
Demolish and remove 12" clay storm sewer pipe…without the ability to perform a site visit can you provide the depth of the line to be removed.
VF100’s series sheets for locations of existing site utilities and sheet C-002 for existing sanitary sewer and existing storm inverts
50 02 41 00 CD20
Demolish and remove 15" clay storm sewer pipe…without the ability to perform a site visit can you provide the depth of the line to be removed.
VF100’s series sheets for locations of existing site utilities and sheet C-002 for existing sanitary sewer and existing storm inverts
51 00 22
13.00 20
7 1.2 e Would the government consider revising experience requirements to require a minimum of 1 project.
Please bid per RFP 0003
52 RPF-
+P204
22 4.2 i Could you authorize an electronic submission of the Price Proposal as well as the Non-Price Proposal due to the actual travel restrictions?
Please bid per RFP 0003
53 Could the you provide the CAD drawings for the project plans.
Please use the drawings and specs provided in this solicitation.
54 3/30/20
PW11
The Plumbing drawings are calling for inverts @ say
23.75 This does not match
with structural or Architectural with base slab @100.00 Please advise what floor level the plumbing drawings should be using.
The real world elevations of the FFE is 27.00' as shown on sheet CG101. The Plumbing inverts correlate with civil.
55 3/30/20
A-700 The Room Finish Schedule on A-602 and Floor Finish Plan on A-700 conflict with each other. Room 115 COMP SUPPORT shows the grid for RAF-1 on drawing A-700, but the finish schedule does not show any raised access floor for this room. Please advise if raised access flooring is needed for Room 115 COMP
SUPPORT.
Provide RAF-1 / CPT-2 at 115 COMP
SUPPORT.
56 3/30/20
TY100
TY501
There are no CCTV cameras shown on the security drawings. Please indicate quantity of cameras required
There are no CCTV cameras to be provided.
so we can include rough in
57 3/30/20
Div 28 Please provide specification for access control, intrusion detection, and CCTV for CLIN
DELETE CLIN 0005. ESS
equipment will be provided by the Government.
58 3/30/20
TN506 Confirm that antennae shown are provided by the government
GPS antennas shown are to be provided by Lockheed Martin which will be coordinated with Government.
59 3/30/20
31 21 13 and S-101
Specification 31 21 13 is given for Vapor Mitigation.
Structural drawings indicate to use 20 MIL Vapor Barrier.
The spec calls out a soil-gas retarder membrane that is 40mils thick in 2.1.2. Please verify what barrier should be used.
Spec section 31 21 13 will be updated accordingly to indicate 20MIL vapor barrier as indicated in Amendment #003.
60 3/30/20
08 71 00 The hardware schedule included in specification section 087100 has door numbers listed for some sets, but does not have door numbers listed for sets 4.0, 7.0, 8.0, 12.0, 17.0 and 19.0.
Please provide the door numbers required for these hardware Sets.
Refer to Amendment #003.
61 3/30/20
08 71 00 The hardware schedule included in specification section 087100 does not include door numbers 103, 104, 105, 106A, 106B, 107, 108, 110, 111, 112, 113, 114, 115, 116, 117, 119B, 120, 121, 122, 123, 124, 125, 126, 127A, 127B, 127C, 128, 131, 132, 133, 134, 135, 136, 137, 138A, 138B, 138C, 139, 140, 141, 142, 143, 144, 145A, 145B, 145C, 146, 147, 148, 149, 150, 151, 152, 153, 154A, 154B, 154C, 155, 156, 157, 158, 159, 160 161 162A, 162B, 162C, 163 164, 165, 166, 167, 168, 169, 170A 170B, 170C, 171A, 171B, 172, 173, 174, 175, 176, 177, 178, 179, 180, 181, 184, 185, 186, 188, 189, 190B, 191, 192, 193, 195A, 195B, 196B, 199, 201, 202, 204, 205, 206, 208B, 210, 211, 212, 213, 214, 215, 217, 218, 219, 220, 221A, 221B, 222, 223, 224, 225, 226, 227 228A, 228B, 229A, 229B, 230A, 230B, 231, 232, 233, 234 and 235.
Please confirm the required hardware sets for each opening listed above.
Refer to Amendment #003.
62 3/30/20
08 71 00 The hardware schedule included in specification section 087100 has for hardware set 17.0 description: Card Access – STC Assembly, but there is not any information on the door schedule to show which doors will need to have the card readers. Please list all door numbers requiring card readers.
Refer to Amendment #003.
63 3/30/20
08 71 00 The hardware schedule included in specification section 087100 has a hardware set 19.0 description: Card + Combination Lock Access – STC Assembly, but there is not any information on the door schedule to show which doors will need to have the combination lock or the card readers. Please provide a list of these door numbers
Refer to Amendment #003.
64 3/30/20
D1/A5
Please specify the material type for the fascia that is labeled on the Window Shade Detail.
Please specify a satin finish for the window fascia’s for WS-1
65 3/30/20
A121 Please specify the extent of the PLAM-1 drop ceiling as noted on Note 14 on A602.
The L-shaped portion that is being shown with a Gypsum finish on A-121 for rooms 197 and 197 (both the vertical and horizontal portions of the drop ceiling) will be finished in PLAM-1.
66 3/30/20
00 10 00 4.2 If we elect to email our price proposal and subcontracting plan, when would we need to submit the original copy of the bid bond? Will the original copy of the bid bond need to be received before or after the bid date/time.
Please submit a copy with your price proposal and mail the original in.
67 3/31/20
4 08 41 13 1.4.2 Will OBE be an acceptable Manufacture?
OBE is an acceptable manufacturer.
Product must meet specification requirements of 08 41 13.
68 3/31/20
C1/S3
Plan sheet S-114 references Detail C1/S-313, at center of page (two locations). Plan sheet C1/S-313 is not available. Please provide plan sheet and/or associated Detail C1/S-313.
S-114 reference to C1/S-313 should reference A1/S-312. S- 114 will be updated accordingly.
69 3/31/20
09 90 00 1.3.1 Please consider removing the SSPC QP 1 Certification required, as this certification is typically for marine and
Refer to Amendment #003 industrial projects.
(End of Summary of Changes)
File details come from the government source that posted it. Updated .