Amendment_02.pdf
PDF 1 MB Posted
- Attached to
- RRAD B551 and 561 Repairs
- Solicitation number
- W9126G20B0031
About this file
This solicitation requests proposals for the design-build restoration and modernization of Buildings B551 and B561 at Red River Army Depot in Texarkana, Texas. The scope of work includes repairing structural components, installing a standing seam metal roof, and upgrading electrical, fire protection, HVAC, and other building systems to comply with codes. Proposals are due by August 3, 2020 and the firm-fixed-price contract is expected to be awarded on August 31, 2020, with project completion scheduled for 660 days after notice to proceed. The Department of the Army Corps of Engineers Engineering District Fort Worth will administer the contract.
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Other files
| File | Type | Posted |
|---|---|---|
| Amendment_11.pdf | ||
| B3_W9126G20B0031_am_10.pdf | ||
| Amendment_09.pdf | ||
| Amendment_8.pdf | ||
| Amendment_07.pdf | ||
| am_6.pdf | ||
| B3_Amendment_05.pdf | ||
| am_04.pdf | ||
| B5_Second_Site Visit 200819 photos.pdf | ||
| B5_Second Site Visit_Completed sign in sheet 200819.pdf | ||
| B3_Amendment_03.pdf | ||
| Amendment 01.pdf | ||
| B551 and B561_Completed sign-in sheet.pdf | ||
| B3_0-551-COMBINED-RTA.pdf | ||
| B3_0-561-COMBINED-RTA.pdf | ||
| B3_W9126G20B0031.pdf |
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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)
30-105-04 EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA
FAR (48 CFR) 53.243
The Solicitation for Repair B551 and B561 at Red River Army Depot (RRAD), Texas is amended as follows.
See SF30 Continuation Sheet(s)
NOTE: Proposal Receipt date is 04 September 2020; at 10:00 a.m.,CST, as previously announced.
1. CONTRACT ID CODE PAGE OF PAGES
J 1 2
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY
16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. 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 9A. AMENDMENT OF SOLICITATION NO.
W9126G20B0031
X 9B. DATED (SEE ITEM 11)
06-Aug-2020
10B. DATED (SEE ITEM 13)
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 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
11 -Aug-2020
CODE
US ARMY ENGINEER DISTRICT, FORT WORTH
ATTN: CESWF-CT
819 TAYLOR ST, ROOM 2A19
P.O. BOX 17300
FORT WORTH TX 76102-0300
W9126G 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODE CODE
EMAIL: TEL:
W9126G20B0031
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
CHANGES TO SOLICITATION W9126G20B0031
CHANGES TO THE DRAWINGS
1. Replacement Drawings.- Replace the drawings listed below with the attached new drawings(s) of the same number, W9126G20B0031 0002
Building 551
AD200
Building 561
AD200
End of Summary of Changes
FIN. FLR.
100' - 0"
T.O.W. (EXIST)
118' - 4 1/2"
12345678910111213141516171819202122232425262728
T.O. ROOF (EXIST)
126' - 6"
13 3 3 1 2 3 3 44 2 2 21
5 5
119 9 71
FIN. FLR.
100' - 0"
T.O.W. (EXIST)
118' - 4 1/2"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28
T.O. ROOF (EXIST)
126' - 6"
103 1 3 3 3 1 1 34 4
5 5 5 5
9 9 7
FIN. FLR.
100' - 0"
T.O.W. (EXIST)
118' - 4 1/2"
A C D E F G H I J
T.O. ROOF (EXIST)
126' - 6"
133 3
B
5 5
871 1
FIN. FLR.
100' - 0"
T.O.W. (EXIST)
118' - 4 1/2"
ACDEFGHIJ
T.O. ROOF (EXIST)
126' - 6"
11 13 3 42
B
GENERAL NOTES:
1. ALL FIELD MEASUREMENT VERIFICATION SHALL BE THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR. NOTIFY
ARCHITECT IMMEDIATELY OF ANY DISCREPANCY.
2. PROTECT EXISTING BUILDING ELEMENTS TO REMAIN FROM
DAMAGE.
3. REMOVE EXISTING ROOF AND ALL WOOD FRAMING DOWN TO
TOP OF EXISTING CONCRETE BEAM.
4. DEMOLISH AND REMOVE HALF WALLS OR WORK STATIONS.
FIELD VERIFY BY GENERAL CONTRACTOR.
5. DISCONNECT, COVER, THEN RECONNECT AIR TANKS AND
GROUNDED MECHANICAL EQUIPMENT DURING DEMOLITION
AND CONSTRUCTION.
6. FIELD VERIFY AND CONDUCT ANY NECESSARY PATCH WORK
TO EXISTING FLOOR.
7. REFER TO STRUCTURAL PLANS FOR ADDITIONAL INFORMATION
AND REQUIREMENTS.
#KEYED NOTES:
1. DEMOLISH AND REMOVE EXISTING OVERHEAD COILING
DOOR AND ASSOCIATED ASSEMBLY
2. DEMOLISH AND REMOVE EXISTING HM DOOR AND
ASSOCIATED ASSEMBLY
3. FIELD CUT NEW OPENING IN EXISTING CLAY TILE (OR CMU)
WALL AS REQUIRED FOR NEW DOOR
4. DEMOLISH AND REMOVE EXISTING ROOFING SYSTEM AND
WOOD ROOF FRAMING SYSTEM
5. DEMOLISH AND REMOVE EXISTING GRADE BEAM. REFER TO
STRUCTURAL ELEVATIONS FOR LIMITS OF DEMOLITION
6. DEMO EXISTING METAL LADDER
7. DEMOLISH AND REMOVE EXISTING CLAY TILE WALL ABOVE
EXISTING CONCRETE STRUCTURE, CONTRACTOR SHALL
TAKE CARE TO RETAIN UNDAMAGED TILES FOR SPOT
REPAIR, REPLACEMENT OF EXISTING MASONRY WALLS
DURING CONSTRUCTION
8. DEMOLISH AND REMOVE EXISTING CONCRETE RAKE BEAM
9. DEMOLISH AND REMOVE TOP PORTION OF EXISTING
CONCRETE COLUMNS AT EXISTING EXPANSION JOINT
10. REMOVE EXISTING DOORWAY INFILLED WALL.
11. EXISTING AIR COMPRESSOR SPACE - NO WORK -
CONTRACTOR SHALL PROTECT EXISTING STRUCTURE
DURING CONSTRUCTION. SHOWN DASHED FOR CLARITY.
US Army Corps of Engineers ®
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3/64" = 1'-0"1 EAST ELEVATION - DEMOLITION
3/64" = 1'-0"2 WEST ELEVATION - DEMOLITION
3/64" = 1'-0"3 NORTH ELEVATION - DEMOLITION
3/64" = 1'-0"4 SOUTH ELEVATION - DEMOLITION
0 20'10' 40'
3/64"=1'-0"SCALE:
AM
EN
DM
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T 1
8/1 1/2
AM
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DM
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T 2
8/1 3/2
W9126G20B0031 0002
FIN. FLOOR.
100' - 0"
T.O.W. (EXIST)
118' - 4 1/2"
12345678910111213141516171819202122232425262728
T.O. EXISTING ROOF
126' - 6"
1 1 1 1 1 1 14 4 22 2 3 2
79 9
FIN. FLOOR.
100' - 0"
T.O.W. (EXIST)
118' - 4 1/2"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28
T.O. EXISTING ROOF
126' - 6"
2 1 14 1 1 1 1 1102 10 2 2210
22 2
FIN. FLOOR.
100' - 0"
T.O.W. (EXIST)
118' - 4 1/2"
A B C D E F G H I J
T.O. EXISTING ROOF
126' - 6"
1 1 3 1234 4 7 8
FIN. FLOOR.
100' - 0"
T.O.W. (EXIST)
118' - 4 1/2"
ABCDEFGHIJ
1 3 1 3 1 142
7 8
#KEYED NOTES:
1. DEMOLISH AND REMOVE EXISTING OVERHEAD COILING
DOOR AND ASSOCIATED ASSEMBLY
2. DEMOLISH AND REMOVE EXISTING HM DOOR AND
ASSOCIATED ASSEMBLY
3. FIELD CUT NEW OPENING IN EXISTING CLAY TILE WALL AS
REQUIRED FOR NEW DOOR
4. DEMOLISH AND REMOVE EXISTING ROOFING SYSTEM AND
WOOD ROOF FRAMING SYSTEM.
5. NO WORK - EXISTING TO REMAIN
6. DEMOLISH AND REMOVE EXISTING GRADE BEAM, REFER TO
STRUCTURAL ELEVATIONS FOR LIMITS OF DEMOLITION
7. DEMOLISH AND REMOVE EXISTING CLAY TILE WALL ABOVE
EXISTING CONCRETE STRUCTURE. CONTRACTOR SHALL
TAKE CARE TO RETAIN UNDAMAGED TILES FOR SPOT
REPAIR/REPLACEMENT OF EXISTING MASONRY WALLS
DURING CONSTRUCTION.
8. DEMOLISH AND REMOVE EXISTING CONCRETE RAKE BEAM.
9. DEMOLISH AND REMOVE TOP PORTION OF EXISTING
CONCRETE COLUMNS AT EXISTING EXPANSION JOINTS.
10. DEMOLISH AND REMOVE EXISTING BUILDING STRUCTURES
IN THEIR ENTIRETY, INCLUDES SLAB AND FOUNDATIONS.
GENERAL NOTES:
1. ALL FIELD MEASUREMENT VERIFICATION SHALL BE THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR. NOTIFY
ARCHITECT IMMEDIATELY OF ANY DISCREPANCY.
2. PROTECT EXISTING BUILDING ELEMENTS FROM DAMAGE.
3. REMOVE EXISTING ROOF AND ALL WOOD FRAMING DOWN TO
EXISTING CONC. FRAME.
4. DEMOLISH AND REMOVE HALF WALLS OR WORK STATIONS.
FIELD VERIFY BY GENERAL CONTRACTOR.
5. DISCONNECT, COVER, THEN RECONNECT AIR TANKS AND
GROUNDED MECHANICAL EQUIPMENT DURING DEMOLITION
AND CONSTRUCTION.
6. FIELD VERIFY AND CONDUCT ANY NECESSARY PATCH WORK TO
EXISTING FLOOR.
7. REFER TO STRUCTURAL PLANS FOR ADDITIONAL INFORMATION
AND REQUIREMENTS.
US Army Corps of Engineers ®
U S
AR
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G
IN
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2 3 4 5 6 7 8 9 10
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D at e Ma rk D es cr ip tio n
BLDG 561
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Fort Worth District
Ac tio n Tr ac kin g N o.
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AD200
EX
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3/64" = 1'-0"1 EAST ELEVATION - DEMOLITION
3/64" = 1'-0"2 WEST ELEVATION - DEMOLITION
3/64" = 1'-0"3 NORTH ELEVATION - DEMOLITION
3/64" = 1'-0"4 SOUTH ELEVATION - DEMOLITION
AM
EN
DM
EN
T 1
8/1 1/2
AM
EN
DM
EN
T 2
8/1 3/2
W9126G20B0031 0002
| AMENDMENT 0002 |
| SUMMARY OF CHANGES |
| Building 551 |
| AD200 - EXTERIOR ELEVATIONS - DEMOLITION |
| Building 561 |
| AD200 - EXTERIOR ELEVATIONS - DEMOLITION |
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