Amendment 0004.pdf
PDF 1 MB Posted
- Attached to
- Renovate Marshall Gulch Picnic Area
- Solicitation number
- 127EAX24R0009
About this file
This document is an amendment to a federal contract opportunity for the Renovate Marshall Gulch Picnic Area project on the Coronado National Forest. The amendment provides additional questions and answers, as well as an attachment related to the relocation of a CXT restroom.
The key details are:
- The solicitation number is 127EAX24R0009, with a pre-solicitation notice posted on March 12, 2024. The estimated proposal due date is April 25, 2024.
- The project involves renovating the Marshall Gulch Picnic Area and has a magnitude between $1,000,000 and $5,000,000. The NAICS code is 237310 (Highway, Street, and Bridge Construction) with a size standard of $45M.
- The procurement is a Total Small Business Set-Aside, and the award will be based on a best value trade-off.
- The amendment includes responses to questions related to the prestressed bridge design, specification requirements, geotechnical information, clearing limits, timber salvage, and excess excavation material. It also provides details on the relocation of an existing CXT restroom and the placement of a new CXT restroom.
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Text version
0004 03/28/2024
USDA-FS CSA SOUTHWEST 7
333 BROADWAY BLVD SE
ALBUQUERQUE NM
87102-3498
127EAX24R0009
03/12/2024 X
The purpose of this amendment is to provide additional Questions and Answers and CXT Relocation Attachment.
See attached Questions and Answers See attached Attachment 0011, CXT Relocation Sheet 5
X 1
X
Michael E. Carico, Contracting Officer
Marshall Gulch Renova�on
Addi�onal Ques�ons and Answers:
1. Can the Forest Service provide addi�onal detail and informa�on for Prestressed Bridges.
o Abutment details o Founda�on details including reinforcement.
o Number of spans o Deck treatment o Number of prestressed girders o Rail type
All the details needed for the bridge construc�on are located in the drawings �tled Proposed Road & Bridge Plans for Marshall Gulch.
2. Mul�ple sec�on of the Special provisions such as 03010 and 03600 reference to use of the FP- 03, when the current specifica�on is the FP-14. Please confirm if the FP-03 or FP-014 is to be used for this project.
The drawings and specifica�ons for the bridge were developed before FP-14 was adopted by the Forest Service and the Region 3 Bridge Engineer approved the use FP-03 specifica�on for this project. Link to FP-03: FP-03, USC | FHWA (dot.gov)
3. Does the Forest Service have any geotechnical reports or informa�on that can be used to establish the required means and methods for the excava�on work? Will blas�ng be allowed?
A geotechnical evalua�on was performed by Ninyo & Moore. This report will be available to the contractor awarded the project. It is expected that the contractor will encounter competent bedrock that will require pneuma�c hammering and blas�ng. Blas�ng will be allowed between September 1st and March 1st. Prior to blas�ng, a blas�ng plan will need to be approved by the COR.
4. Can the Forest Service provide desired clearing limits. There are sec�ons outside the construc�on limits the may need to be cleared for safety concerns and areas within the construc�on area that the forest service may want to conserve.
The contractor awarded the project will have the opportunity to walk the project area with the COR as part of the pre-construc�on mee�ng. During this �me the COR will be able to address safety concerns, answer ques�ons, and flag clearing limits as necessary.
5. Does the Forest Service want to salvage the large diameter �mbers? If so does the Forest Service have a desired loca�on where they should be taken?
Felled trees need to be cut to 16.5-foot lengths then hauled and decked at the staging area identified in the map included with this amendment.
6. Does the Forest Service want the Excess embankment excava�on material? If so can the Forest Serve provide the loca�on where the material should be hauled.
Amendment 0004 https://highways.dot.gov/federal-lands/specs/fp-03-usc
Excess excavated material may be stockpiled at the staging area identified in the map included with this amendment.
7. Can the Forest Service provide at what site the relocated CXT restroom should be relocated too and at what site the new CXT restroom should be placed.
The new loca�on for the vault restroom to be relocated is labeled on the drawing sheet included with this amendment.
RESTROOM
VAN
05 75
N81°17'47"E
N 1°
'5
8" W4+00.0
5+
.0
6+00.0
7+00.0
PC: 4+02.6
N: 5368.47E: 4983.10
PT
: 4
+9 3.
N : 5
4.
E:
0.
PC
: 5
+6 5.
N : 5
5.
E:
2.
PT: 6+23.6
N: 5366.29E: 5146.54
L=90.39, R=50.00 D=103°34'47"
L=57.66, R=40.00 D=82°35'45"
611 612
613 614
R=50.02
R=50.00
R=5.00
R=2.00
R=20.00
R=25.00
PVI STA: 4+38.34
PVI ELEV: 7513.02
K: 6.67
LVC: 60.00
BV
C
S:
+0 8.
BV
C
E:
5.
EV
C
S:
+6 8.
EV
C
E:
3.
PVI STA: 6+23.87
PVI ELEV: 7514.87
K: 10.00
LVC: 40.00
BV
C
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BV
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C
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FG: 7512.77'
FG: 7512.61'
FG: 7512.71'
FG: 7513.04'
FG: 7513.45'
FG: 7513.61'
FL: 7511.75'
FL: 7511.54'
FL: 7511.48'
FL: 7511.35'
FL: 7511.13'
FG: 7512.94'
FG: 7512.61'
-1.87%
-1.98%
-1.86%
FL: 7511.89'
CENTERLINE PROFILE
PLAN
62.00'
APPROXIMATE 100 YR
WATER ELEVATION
SURFACE
CHANNEL
THALWEG
EXISTING GROUND
@ C/L SURVEY
Q2:
90 CFS
EL=7504.80'
Q100:
601 CFS
EL=7507.90'
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ROAD PLAN & PROFILE STA 4+00 TO 7+00FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
SOUTHWESTERN REGION
R-3
MDB
CRH
DAJ
DECEMBER 2016
CORONADO NATIONAL FOREST
MARSHALL GULCH
5 37
20'
10'
Revised_____Date________ Revised_____Date________
DRAWING DATE: 11/30/2022
Revised_____Date________ Revised_____Date________
SA
BIN
O
CREEK
RESTROOMS (N.I.C.)
GRADE ALL DITCH OUTLETS TO DRAIN AT VEGETATED,
ARMORED, OR OTHERWISE STABILIZED GROUND AS
APPROVED BY THE CO. (TYP.)
OBJECT
MARKER,
TYP.
FINISH GROUND @ C/L
ROAD COORDINATES.
SEE SHEET 16
SCALE IN FEET
30150
HORIZONTAL SCALE
SCALE IN FEET
157.50
VERTICAL SCALE
STRAW LOG DETAIL
NOT TO SCALE
SECTION
PROFILE @ DITCH FLOWLINE
PLAN
STRAW LOG (TYP.) DITCH
FLOWLINE
TRENCH 3" - 7" DEPTH
DEPENDING ON SLOPE
4" X 34" WOODEN
STAKE (TYP.)
STRAW LOG
1'-6" MIN. PENETRATION
(TYP.)
6" MIN. (TYP.)
FL
O
W
DITCH FLOWLINE
DITCH FLOWLINE
DETAIL 'A'
NOT TO SCALE
FG = FINISH GRADE
FL = DITCH FLOWLINE
SEE DETAIL 'A'
C /L
B R
G . A
BU
T.
ST
A:
+6
4.
C /L
B R
G . A
BU
T.
ST
A:
+0
2.
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MORRISON-MAIERLE, INC.
garrettport Rectangle garrettport Line garrettport Text Box New location for existing vault restroom near Marshall Creek to be relocated
| Amendment 0004 |
| Amendment 0003 |
| Additional Questions and Responses |
| Attachment 0011 CXT Relocation Sheet 5 Marshall Gulch |
File details come from the government source that posted it. Updated .