B3_Amendment_05.pdf

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: Bid Receipt date is 04 September 2020; at 10:00 a.m.,CT, 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)

05-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

24 -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

1. Replacement Drawings.- Replace the drawings listed below with the attached new drawings(s) of the same number, bearing the notation W9126G20B0031 0005

Building 551

M-701 S-101

Building 561

M-701

End of Summary of Changes

GAS METER

CAT-6 WITH

STATIC IP

ADDRESS

BASEWIDE

UMCS

POWER METERS

LNS LONWORKS COMMUNICATION

FIELD POINT-OF-

CONNECTION

(FPOC)

LNS LONWORKS

COMMUNICATION OR DDC

SYSTEM COMPATIBLE

CONNECTION

LNS LONWORKS

COMMUNICATION OR DDC

SYSTEM COMPATIBLE

CONNECTION

BUILDING 551

BUILDING

CONTROL

NETWORK

(BCN)

LNS LONWORKS

MS/TP IP ROUTER

BUILDING WATER METERS

LNS LONWORKS

COMMUNICATION OR DDC

SYSTEM COMPATIBLE

CONNECTION

MAU-1 MAU-2 MAU-3 MAU-4

LNS LONWORKS COMMUNICATION

EF-1 EF-2 EF-3 EF-4

LNS LONWORKS COMMUNICATION

EF-5 EF-6

LNS LONWORKS COMMUNICATION

EF-7 EF-8 EF-9 EF-10 EF-11 EF-12 EF-13 EF-14

LNS LONWORKS COMMUNICATION

INFARED

HEATER

(38)

LNS LONWORKS COMMUNICATION

REFER TO SHEET M-705 FOR

VRF SYSTEM SCHEMATICS

AND QUANITITIES

VRF LNS

LONWORKS

GATEWAY DEVICE

BUILDING

OPERATING

WORKSTATION

LAPTOP

VRF-

OUTDOOR

UNIT

VRF-

INDOOR

UNIT

VRF-

LOSSNAY

UNIT

FOR FUTURE CONNECTION

FCU-1 T-STAT

FCU-2 T-STAT

FCU-3 T-STAT

FCU-4 T-STAT

FCU-5 T-STAT

FCU-6 T-STAT

FCU-7 T-STAT

FCU-8 T-STAT

FCU-9 T-STAT

DX SPLIT SYSTEM THERMOSTATS

SHALL BE LNS LONWORKS

COMPATIBLE. (TYP.)

COMMUNICATION WIRE SHALL BE

CONNECTED FROM EACH

THERMOSTAT AND CONNECTED TO

LNS ROUTER.

NOTE: CONTRACTOR SHALL

PROVIDE DOMESTIC HOT

WATER SUBMETER.

US Army Corps of

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1 1/2"

12' - 0" ± 8' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0"

MATCHLINE - REFER SHEET S-105 FOR CONTINUATION

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EXISTING 12" CONCRETE

SLAB-ON-GRADE

T.O.C. EL. VARIES (V.I.F.)

TYP.

20' - 0" TO GRID 8

A.7

2'

R .O

N

2'

2'

R .O

E

2'

6'

R .O

3'

3'

2'

(N

(E) (N)

TYP.

4' - 0" ±

T Y

P

4'

CONCRETE SLAB-ON-GRADE

AT DEMOLISHED DRILLED

PIER LOCATIONS, TYP.

P1/ 100' - 10"

DP54/ 98' - 0"

P1A/ 100' - 10"

DP48/ 98' - 0"

P1A/ 100' - 10"

DP48/ 98' - 0"

P1/ 100' - 10"

DP54/ 98' - 0"

14' - 10"

R.O.

3' - 4" 1' - 10"

2' - 0"

R.O. (E)

16' - 0" 2' - 0" 8' - 8"

R.O.

3' - 4" 8' - 0" 2' - 0"

P2A/ 100' - 10"

DP48/ 98' - 0"

P2A/ 100' - 10"

DP48/ 98' - 0"

P2/ 100' - 10"

DP54/ 98' - 0"

P2/ 100' - 10"

DP54/ 98' - 0"

TYP.

5' - 6" ±

T Y

P

5'

1.0

A.0

T Y

P

8'

TYP.

6' - 0"

NEW 12" CONCRETE

SLAB-ON-GRADE,

SEE PLAN 1

T.O.C. EL. = 100' - 0"±

6' - 0"

6'

NEW 12" CONCRETE

SLAB-ON-GRADE,

SEE PLAN NOTE 1

T.O.C. EL. = 100' - 0"±

TYP.

S-501

TYP.

S-010

S-501

S-501

TYP.

TYP.

TYP.

S-501

S-500

S-500

S-500 __________________________________________ 2

S-500

S-500

S-500

S-501

FIELD VERIFY EDGE OF

EXISTING CONCRETE

SLAB-ON-GRADE

MBS COLUMN ANCHOR ROD (AR#) MARK /

PEDESTAL (P#) MARK / T.O.P. EL. (IF APPLICABLE)

DRILLED PIER (DP#) MARK / T. O. DP EL.

- INDICATES EXISTING CONCRETE STRUCTURE

- INDICATES PARTIALLY GROUTED 8" CMU INFILL

WALL, SEE GENERAL STRUCTURAL NOTES FOR

REQUIREMENTS.

- INDICATES LOAD-BEARING CFMF WALL STUD

(600S162-54 MIN.), SEE SHEET S-400 FOR ENLARGED

PLANS

- INDICATES EXISTING 9" ASPHALT CONCRETE

PAVEMENT

- INDICATES EXISTING 12" CONCRETE SLAB-ON-

GRADE OR EXISTING CONCRETE PAVEMENT

- INDICATES NEW 12" CONCRETE SLAB-ON-GRADE,

SEE PLAN NOTE 1

- INDICATES NEW 12" CONCRETE SLAB-ON-GRADE,

SEE PLAN NOTE 1 (ABO #2)

- INDICATES NEW 12" CONCRETE SLAB-ON-GRADE,

SEE PLAN NOTE 1 (ABO #4)

1. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION AND

REQUIREMENTS.

2. REFERENCE ELEVATION 100’-0” = 365.58’ U.S.G.S. ACTUAL ELEVATION.

3. FINISHED FLOOR ELEVATION TO MATCH EXISTING BUILDING FINISH FLOOR

ELEVATIONS. CONTRACTOR TO VERIFY EXISTING FINISH FLOOR ELEVATION

PRIOR TO CONSTRUCTION.

4. SEE SHEET S-100 FOR MBS RIGID FRAME AND PORTAL FRAME LOCATIONS.

5. SEE SHEET S-200 SERIES SHEETS FOR WALL ELEVATIONS.

6. SEE SHEET S-300 FOR STRUCTURAL BUILDING SECTIONS.

7. SEE SHEET S-600 SERIES SHEETS FOR FOUNDATION SCHEDULES.

8. SEE SHEET C-500 FOR PAVEMENT AND PAVEMENT JOINT REQUIREMENTS.

US Army Corps of

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BIM 360://1500612_RRAD_B551-B561_Renovation/RRAD475217-DMMS_CF20.rvt

8/24/2020 12:26:35 PM

S-101

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1/8" = 1'-0"1

FOUNDATION PLAN - SECTOR 1

A

KEY PLAN

1 2 3 4

5 6 7 8

22 281571

E

J

GENERAL NOTES: (SHEETS S-101 TO S-108)

LEGEND: (SHEETS S-101 TO S-108)

N

PLAN NOTES: (THIS SHEET ONLY)

1. NEW 12" CONCRETE SLAB-ON-GRADE REINFORCED WITH #4 @ 12" O.C.

EACH WAY, TOP AND BOTTOM (TYPICAL, U.N.O.), SEE SHEET S-010 FOR

SUBGRADE REQUIREMENTS. FIELD VERIFY TO MATCH EXISTING

FLOOR ELEVATION.

FOUNDATION NOTE:

METAL BUILDING SYSTEM FOUNDATIONS ARE CONSIDERED PRELIMINARY

UNTIL RIGID FRAME, PORTAL FRAME, COLUMN, AND BRACE REACTIONS

AND ANCHOR ROD PLANS HAVE BEEN SUBMITTED AND APPROVED BY

THE STRUCTURAL ENGINEER OF RECORD. THE FINAL FOUNDATIONS WILL

BE ISSUED FOR CONSTRUCTION AFTER COORDINATION WITH THE METAL

BUILDING SYSTEM REACTIONS AND ANCHOR ROD PLANS.

SCALE IN FEET - 1/8" = 1'-0"

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STATIC IP

ADDRESS

BASEWIDE

UMCS

POWER METERS

LNS LONWORKS COMMUNICATION

FIELD POINT-OF-

CONNECTION

(FPOC)

LNS LONWORKS

COMMUNICATION OR DDC

SYSTEM COMPATIBLE

CONNECTION

LNS LONWORKS

COMMUNICATION OR DDC

SYSTEM COMPATIBLE

CONNECTION

BUILDING 561

BUILDING

CONTROL

NETWORK

(BCN)

LNS LONWORKS MS/TP

IP ROUTER

BUILDING WATER METERS

LNS LONWORKS

COMMUNICATION OR DDC

SYSTEM COMPATIBLE

CONNECTION

MAU-1 MAU-2 MAU-3 MAU-4

LNS LONWORKS COMMUNICATION

EF-1 EF-2 EF-3 EF-4

LNS LONWORKS COMMUNICATION

EF-5 EF-6

LNS LONWORKS COMMUNICATION

EF-7 EF-8 EF-9 EF-10 EF-11 EF-12 EF-13 EF-14

LNS LONWORKS COMMUNICATION

INFARED

HEATER

(38)

LNS LONWORKS COMMUNICATION

REFER TO SHEET M-705 FOR

VRF SYSTEM SCHEMATICS

AND QUANITITIES

VRF LNS LONWORKS

GATEWAY DEVICE

BUILDING

OPERATING

WORKSTATION

LAPTOP

VRF-

OUTDOOR

UNIT

VRF-

INDOOR

UNIT

VRF-ERV

UNIT

FOR FUTURE CONNECTION

FCU-1 T-STAT

FCU-2 T-STAT

FCU-3 T-STAT

FCU-4 T-STAT

FCU-5 T-STAT

FCU-6 T-STAT

DX SPLIT SYSTEM THERMOSTATS

SHALL BE LNS LONWORKS

COMPATIBLE. (TYP.) COMMUNICATION

WIRE SHALL BE CONNECTED FROM

EACH THERMOSTAT AND CONNECTED

TO LNS ROUTER

NOTE: CONTRACTOR SHALL

PROVIDE DOMESTIC HOT

WATER SUBMETER.

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