W912PL19B0009_Amendment0003.pdf
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- Attached to
- Analytical Lab AFRL B8523 at Edwards Air Force Base. Federal contract opportunity
- Solicitation number
- W912PL19B0009
About this file
Amendment 0003
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912PL19B0009_AbstractofOffers_Construction.pdf | ||
| W912PL19B0009_Amendment0002.pdf | ||
| W912PL19B0009_Amendment0001.pdf | ||
| W912PL19B0009_FIO_SiteVisitSign-InSheet.pdf | ||
| 100_Percent_643005_Analytics_Lab_AFRL_Edwards_AFB_Combined_Drawings.pdf | ||
| 100_Percent_643005_Analytics_Lab_AFRL_Edwards_AFB_Combined_Specifications.pdf |
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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE
2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)
7. ADMINISTERED BY (If other than Item 6) CODE
STANDARD FORM 30 (REV. 10-83)
Prescribed by GSA FAR (48 CFR) 53.243
FACILITY CODE
9A. AMENDMENT OF SOLICIATION NO.
9B. DATED (SEE ITEM 11)
10A. MODIFICATION OF CONTRACT/ORDER NO.
10B. DATED (SEE ITEM 13)
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.
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 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 your 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 APPROPIRATION DATA (If required)
13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
CHECK ONE 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.
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.
15C. DATE SIGNED
15A. NAME AND TITLE OF SIGNER (Type or print)
16C. DATE SIGNED
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
14. DESCRIPTION OF AMENDMENT/MODIFICATION ( Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
PAGE OF PAGES
6. ISSUED BY CODE
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)
CODE
15B. CONTRACTOR/OFFEROR
(Signature of person authorized to sign)
16B. UNITED STATES OF AMERICA
(Signature of Contracting Officer)
NSN 7540-01-152-8070
Previous edition unusable
1 3
0003 Sep 10, 2019
W912PL
USACE-LOS ANGELES DISTRICT
CONTRACTING DIVISION, WEST REGION BRANCH
915 WILSHIRE BLVD, SUITE 930
LOS ANGELES, CA 90017
W912PL19B0009
Jul 30, 2019
REPAIR ANALYTICAL LAB, AFRL, B8523, EDWARDS AIR FORCE BASE, CA
Revised Drawing S-102, Equipment Platform Framing Plan is attached.
Due date for receipt of bids is September 16th, 2019 at 1:00 PM local time.
INSTRUCTIONS
Instructions for items other than those that are self-explanatory, are as follows:
Item 1 (Contract ID Code) . Insert the contract type identification code that appears in the title block of the contract being modified.
Item 3 (Effective date) .
(1)
(2)
(3)
(4)
(5)
For a solicitation amendment, change order, or administrative change, the effective date shall be the issue date of the amendment, change order, or administrative change.
For a supplemental agreement, the effective date shall be the date agreed to by the contracting parties.
For a modification issued as an initial or confirming notice of termination for the convenience of the Government, the effective date and the modification number of the confirming notice shall be the same as the effective date and modification number of the initial notice.
For a modification converting a termination for default to a termination for the convenience of the Government, the effective date shall be the same as the effective date of the termination for default.
For a modification confirming the contacting officer's determination of the amount due in settlement of a contract termination, the effective date shall be the same as the effective date of the initial decision.
(a)
(b)
(c)
(d)
(e)
(f)
Item 6 (Issued By) . Insert the name and address of the issuing office. If applicable, insert the appropriate issuing office code in the code block.
Item 8 (Name and Address of Contractor) . For modifications to a contract or order, enter the contractor's name, address, and code as shown in the original contract or order, unless changed by this or a previous modification.
Item 9, (Amendment of Solicitation No. - Dated), and 10, (Modification of Contract/Order No. - Dated ). Check the appropriate box and in the corresponding blanks insert the number and date of the original solicitation, contract, or order.
Item 12 (Accounting and Appropriation Data) .
When appropriate, indicate the impact of the modification on each affected accounting classification by inserting one of the following entries.
(2) Accounting classification Net decrease $
Include subject matter or short title of solicitation/contract where feasible.
Item 16B . The contracting officer's signature is not required on solicitation amendments. The contracting offier's signature is normally affixed last on supplemental agreements.
(i)
NOTE: If there are changes to multiple accounting classifications that cannot be placed in block 12, insert an asterisk and the words "See continuation sheet".
Item 13 . Check the appropriate box to indicate the type of modification. Insert in the corresponding blank the authority under which the modification is issued. Check whether or not contractor must sign this document. (See FAR 43.103.)
Item 14 (Description of Amendment/Modification) .
Organize amendments or modifications under the appropriate Uniform Contract Format (UCF) section headings from the applicable solicitation or contract. The UCF table of contents, however, shall not be set forth in this document Indicate the impact of the modification on the overall total contract price by inserting one of the following entries:
Total contract price increased by $
Total contract price decreased by $
Total contract price unchanged.
State reason for modification.
When removing, reinstating, or adding funds, identify the contract items and accounting classifications.
When the SF 30 is used to reflect a determination by the contracting officer of the amount due in settlement of a contract terminated for the convenience of the Government, the entry in Item 14 of the modification may be limited to --
A reference to the letter determination; and
A statement of the net amount determined to be due in settlement of the contract.
(g)
(h)
(i)
(ii)
(1)
(2)
(3)
(4)
(5)
(6)
(i)
(ii)
(iii)
STANDARD FORM 30 (REV. 10-83) BACK
(1) Accounting classification Net increase $
3 4 5 6 7 83.5 4.5 5.5 6.5
L
K
M
J
G
H
6.4
K.8 K.8
K.2 K.2
5.8
K
K
K
K
K
W X
W X
W X
W10X12
W16X31 W16X31 W21X44
W12X30
W16X26 W16X31 W16X31 W21X44
W10X12
W X
W X
K
W14X22
W14X22
W14X22
W14X22
W12X14
W12X14
W12X14
W12X14
W12X30W16X40
W16X40
W X
W X
W X
W X
W X
W X
W X
K
K
W X
K
K
K
K
W X
W X
W12X14 W12X14
W12X14 W12X14W10X12
W10X12
W14X22
W14X22 W12X14
W12X14
20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0"
12'-9" 7'-3" 19'-3" 9"
M01
M02
W
X74
EXIS
TIN
G
TY
P
IC
AL
C2
C2
C2
C2
C2
C2
C1 C1
C1
3.2
K.7
M03M03M03M03 M04
M03
M03
M03M03 M04
10'-0"
M05
M06
S-501
S-501
S-501
S-501
S-501
S-501
S-501
T/STL 115'-8"
T/STL 115'-8"
T/STL 115'-8" T/STL 115'-8"
T/STL 114'-4"
T/STL 115'-8" T/STL 115'-8" T/STL 115'-8"
T/STL 115'-10 1/2"
T/STL 114'-4"
T /S
T L
T /S
T L
S-501
EOS
4 1/4"
S-501
S-501
SIM
M07
47' - 3"
M07
M07
10'-1 1/2"
S-502
S-502
T /S
T L
T /S
T L
T /S
T L
T/STL 114'-4"
T/STL 114'-4"
10" EOS
M08
S-502
S-502
A.
B.
C.
REFER TO SHEETS S-001 AND S-002 FOR GENERAL NOTES AND SPECIAL
INSPECTIONS.
REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN.
EXISTING CONDITIONS SHOWN ARE BASED ON A COMBINATION OF EXISTING
DRAWINGS AND FIELD MEASUREMENTS. EXISTING CONDITIONS TO BE VERIFIED
BY GENERAL CONTRACTOR PRIOR TO FABRICATION OR CONSTRUCTION.
REPORT ANY DISCREPANCIES TO ENGINEER.
LEGEND
T/STL
EOS
TOP OF STEEL BEAM OR JOIST ELEVATION
EDGE OF CONCRETE SLAB (OUTSIDE FACE OF POUR STOP ANGLE)
MOMENT FRAME CONNECTION. REFER TO SECTION /08 S-502
SHEET ID
A
IR
F O
R C
E C
IV
IL
E N
G
IN
E E
R
IN
G C
O M
M A
N D
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A R
C H
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
T A
S K
O R
D E
R N
O
D
C
B
A
D A
T E
File Name:
Plot Date:
M A
R K
D E
S C
R
IP
T
IO
N
E
F
G
H
I
D e s ig n in g B e tt e r
F u tu re s
2 3 4 5 6 7 8 9 10 11 12
KEYPLAN
LAB A
H U
T Z
E L
F A
-1
-D
-0
Q
8/28/2019 10:56:36 AM
S-102
E Q
U
IP
M E
N T
P L A
T F
O R
M F
R A
M
IN
G P
L A
N
E D
W A
R D
S A
F B
C
A L
IF
O R
N
IA
V E
R S
T
S H
A R
P S
H A
IR
V E
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-0
-2
09-05-2019 100% FINAL SUBMITTAL
643005_Structural_Central_2018.rvt
F S
P M
A
N A
L Y
T
IC
S L
A B
O R
A T
O R
Y A
F R
L B
U
IL
D
IN
G
P R
O J E
C T
N O
-1
1/8" = 1'-0"S-102
01 EQUIPMENT PLATFORM FRAMING PLAN
GENERAL NOTES
N
16'4' 8'
SCALE: 1/8"=1'-0"
DRAWING NOTES
M01 SPAN DIRECTION OF 2 1/2" LIGHTWEIGHT CONCRETE REINFORCED
WITH 6X6-W1.4XW1.4 WWF OVER 1 1/2"X22 GAUGE COMPOSITE FORM
DECK (4" TOTAL THICKNESS). TOP OF SLAB ELEVATION 114'-8"
M02 L3X3X1/4 TURNED UP. WELD AT EACH MEMBER, TYPICAL.
M03 CONNECT NEW BEAM TO EXISTING COLUMN. REMOVE 8" CMU AS
REQUIRED AND REBUILD TIGHT. REFER TO DETAIL 07/S-501.
M04 EXISTING 8" CMU TO EXISTING ROOF.
M05 NEW VERTICAL HSS4X4X1/4 DIAGONAL BRACE.
M06 NO DECK OVER FRAMING THIS AREA. JOIST MANUFACTURER TO ADD
ADDITIONAL BRIDGING AS REQUIRED FOR JOIST STABILITY. TOP OF
JOIST ELEVATION 115'-10 1/2".
M07 JOIST AND BEAMS TO RECEIVE 1-HOUR SPRAY FIRE PROOFING.
M08 REMOVE CMU FOR NEW OPENING. PROVIDE CMU LINTEL PER TYPICAL
CMU LINTEL SCHEDULE.
COLUMN SCHEDULE
MARK SIZE
C1 HSS6X6X3/16
C2 HSS8X6X1/2
| SF30 |
| S-102 - EQUIPMENT PLATFORM FRAMING PLAN |
| 643005_Structural_Central_2018 |
| S-102 - EQUIPMENT PLATFORM FRAMING PLAN |
File details come from the government source that posted it.