Amendment A003.pdf
PDF 338 KB Posted
- Attached to
- MT NPS Yell 11(2), North Entrance
- Solicitation number
- 69056719b000024
About this file
This document is an amendment to a federal solicitation for drainage improvements on a section of road within Yellowstone National Park. The amendment revises the allowable pipe materials that can be used for the project, restricting plastic pipe to applications where the final installation will not be exposed and requiring metal end sections for all plastic pipe. It provides an estimated tabulation of drainage quantities and applicable pay items for the work. The solicitation number, agency, and brief project description are also included for reference.
View the file
Other files
Show all 43
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
1. CONTRACT ID CODE
N/A
PAGE
2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE NO. 5. PROJECT NO. (If applicable)
A003 05/12/2020 N/A See Block 14
6. ISSUED BY CODE N/A 7. ADMINISTERED BY (If other than Item 6) CODE N/A
Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.
X
69056719B000024
9B. DATED (SEE ITEM 11)
04/10/2020
10A. MODIFICATION OF CONTRACT/ORDER NO.
N/A
10B. DATED (SEE ITEM 13)
CODE: N/A FACILITY CODE: N/A
N/A
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 Offers
(__ ) is extended, ( x ) 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 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)
N/A
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.
N/A
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)
N/A
E. IMPORTANT: Contractor n/a is not, n/a is required to sign this document and return n/a copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
MT NPS YELL 11(2), North Entrance
Amendment A002 is issued to revise the following
PLANS Page H.1. Revises Allowable Pipe Materials on the Summary of Drainage Quantities Sheet.
ENCLOSURES: Sheet H.1
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) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
N/A
15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED
BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)
NSN 7540-01-152-8070
PREVIOUS EDITION NOT USABLE
30-105 STANDARD FORM 30 (REV. 10-83)
Prescribed by GSA
FAR (48 CFR) 53.243
10.4 x 16 20101 -0000
20301 -1900
20401 -0000
60201 -0400
60201 -0600
60201 -0800
60401 -0000
60403 -0000
60403 -0000
62011 -0300
62011 -0500
62405 -0300
62516 -1000
Station
E S T
IM
A T E D
M A X
IM
U M
C O
V E R
S T R U
C T U
A L
E X C A V A T
IO
N
C
LE
A R
IN
G A
N D
G R U
B B
IN
G
R E M
O V A L
O F
PI
PE
C U
LV
E R T
R O
A D
W A Y E
X C
A V A T
IO
N
-I
N C H
P
IP
E C
U
LV
E R T
-I
N C H
P
IP
E C
U
LV
E R T
-I
N C H
P
IP
E C
U
LV
E R T
M A N
H O
LE
IN
LE
T
C U
B R
I N
LE
T
T Y
PE
S T O
N E M
A S O
N R Y H
E A D
W A
LL
FO
R
-I
N C H
P
IP
E C
U
LV
E R
T
S T O
N E M
A S O
N R Y H
E A D
W A
LL
FO
R
-I
N C H
P
IP
E C
U
LV
E R
T
PL
A C
IN
G C
O N
S E R
V E D
T O
PS
O
IL
-I
N C H
D E
PT
H
M U
LC
H
IN
G
D
R Y M
E T H
O D
(1
I
N C
H D
E
PT
H
C O
N S E R V E A
N D
S T O
C K
PI
LE
T O
PS
O
IL
Fo r in fo rm at io n o n ly
A llo w ab le P ip e
M at er ia l (S ee k ey b el o w
Allowable Pipe Material FEET CUYD ACRE EACH CUYD LNFT LNFT LNFT EACH EACH EACH EACH EACH SQYD SQYD CUYD (See key below)
North Entrance 44+78 0.02 14 222 222 6 Special drainage ditch C 47+58 # 19 3 33 0.07 42 60 2 667 667 19 A Special drainage ditch B 52+02 # 18 3 33 60 2 A 65+96 # 20 3 33 60 2 A 56+41 1 59+88 1 Robert Reamer P 18+91 # 7 5 125 161 1 1 P 19+99 # 21 5 80 204 1 1 P 20+37 # 8 7 184 208 1 1 P 21+60 P
# 12 2 3 7 1 P # 13 2 3 7 1 P # 14 4 108 162 1 1 P
23+50 P # 16 3 4 7 1 P # 17 3 36 65 1 1 P # 18 3 4 7 1 P
Drive05A P 1+69 P
# 9 2 3 7 1 P # 10 2 3 7 1 P # 11 2 33 74 1 P
EMPBYP01
104+09 # 6 3 71 99 2 A
EMPARKEXT
1+30 1 P
STAGING AREA P
# 1 5 123 126 1 P # 2 5 116 119 1 P # 3 3 125 175 1 P # 4 2 26 45 1 1 P # 5 3 26 63 1 P
CUMULATIVE TOTAL 1172 0.09 3 56 63 1096 564 3 4 10 11 3 889 889 25
Allowable Pipe Material
NOTE: A Aluminum
1. Plastic pipe is not allowed when final installation is exposed. Furnish metal end sections for AS Aluminized steel all plastic pipe including those specified with bevels. See Std. 602-5 for acceptable cell class. C Concrete
2. Furnish pipe with a maximum full-flowing Manning's Roughness coefficient of 0.0150. P Plastic
PAY ITEM NUMBER
TABULATION OF DRAINAGE QUANTITIES
c:
\p w
-w or k\ d ye ll0 ea
.d g n .x ls x]
S h ee t -M ay -2
:1
A
D es ig n er
/2
D
C h ec ke r
/2
D es ig n ed b y:
C h ec ke d b y:
STATE PROJECT
H.1
SHEET
NUMBER
NPS YELL 11(2)MT
NPS PMIS No. 177136D NPS Drwg. No. 101/109186
Note: The quantities shown hereon are approximate and are subject to field adjustments.
Remarks
Rerised by J!,_mendm�nt A003 •
Rerised by J!,_mendm�nt A002 • sarah.wilson Polygon sarah.wilson Polygon sarah.wilson Polygon sarah.wilson Polygon sarah.wilson Typewritten Text sarah.wilson Polygon sarah.wilson Typewritten Text sarah.wilson Typewritten Text sarah.wilson Polygon sarah.wilson Typewritten Text sarah.wilson Polygon sarah.wilson Group sarah.wilson Polygon sarah.wilson Typewritten Text sarah.wilson Typewritten Text sarah.wilson Polygon sarah.wilson Polygon sarah.wilson Typewritten Text
File details come from the government source that posted it. Updated .