MRRP_OT_RTA.pdf
PDF 32 MB Posted
- Attached to
- Overton Chute Repairs Federal contract opportunity
- Solicitation number
- W912DQ23B1037
About this file
This document outlines a federal contract opportunity for construction services. The U.S. Army Corps of Engineers, Kansas City District, is seeking a contractor to perform repair and modification work at Overton Chute on the Missouri River in Cooper County. Services include repairs to existing control structures, construction of adjacent bank protection, road improvements, grading and excavation work. The contractor will transport and place new stone using land-based equipment, and no dredging is permitted. This is a 100% Total Small Business Set-Aside contract with an estimated value between $1,000,000 to $5,000,000. The NAICS code is 237990 and size standard is $39,500,000. The solicitation number is W912DQ23B1037 and responses are due by the date specified in the solicitation.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| C.04.01 Abstract of Offers W912DQ23B1037 Overton Chute Repair - Signed.pdf | ||
| B.08.03 Solicitation amendment 0004.pdf | ||
| B.08.03 Solicitation Amend 0003.pdf | ||
| B.08.03 Solicitation Amend 0002.pdf.pdf | ||
| Bidder Inquires and Answers-Overton Chute.pdf | ||
| Site Visit Sign-In Sheet.pdf | ||
| MRRP_OT_RTA.pdf | ||
| B.08.03 Solicitation Amend 0001.pdf | ||
| FY23 OVERTON NORTH CHUTE REHABILITATION.pdf |
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COOPER COUNTY, MISSOURI
OVERTON NORTH CHUTE REHABILITATION
MISSOURI RIVER RECOVERY PROGRAM
W912DQ23B1037
APRIL 2023
SEE COVER SHEET
KANSAS CITY DISTRICT
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MRRP_OT_G-002.DGN
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SHEET INDEX AND LOCATION MAP
MO RIVERBANK STABILIZATION STRUCTURE LAYOUT
HYDROGRAPH
CIVIL
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CS104
MRRP_OT_CS101.DGN
MRRP_OT_CS104.DGN
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CROSS SECTIONS
CROSS SECTIONS
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DETAILS MRRP_OT_CS501.DGN
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PAVEMENT SECTION
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SECTION IDENTIFICATION LETTER
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SHEET NUMBER OF DRAWING
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DETAIL IDENTIFICATION NUMBER
SECTION IDENTIFICATION LETTER
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SHEET NUMBER OF DRAWING
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SHEET NUMBER OF DETAIL
EXTERIOR VIEW LETTER
INTERIOR VIEW NUMBER
WHERE VIEW IS SHOWN
SHEET NUMBER OF DRAWING
WHERE VIEW IS SHOWN
SHEET NUMBER OF DRAWING
PLAN NORTH
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1-DIGIT SHEET TYPE DESIGNATOR (0-9)
2-DIGIT DISIPLINE DESIGNATOR (SEE ABOVE)
5-DIGIT PROJECT CODE (TRI-SERVICE STANDARD)
2-DIGIT SHEET SEQUENCE (00-99)
1-DIGIT SHEET TYPE DESIGNATOR (0-9)
2-DIGIT DISIPLINE DESIGNATOR (SEE ABOVE)
INTERDISCIPLINARY LEGENDS
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CIVIL DEMOLITION
CIVIL GENERAL
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MECHANICAL ELEMENTS
MECHANICAL DEMOLITION
MECHANICAL GENERAL
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WHICH CASE THEY ARE REFERRED TO AS L-HEAD REVETMENT. WHERE A STONE FILL
RIVERWARD END OF A DIKE, AND RUNNING PARALLEL WITH THE CURRENT, IN
TO SEDIMENT DEPOSITION LANDWARD OF THE REVETMENT, OR LOCATED ON THE
ALONG THE OUTSIDE BANK AND COINCIDENT WITH THE EXISTING HIGH BANK DUE
OUTER BANK WITH WATER ON THE LANDWARD AND RIVERWARD SIDES, LOCATED
WITH THE CURRENT. STONE FILL REVETMENTS CAN BE LOCATED ALONG THE
WATER ALONG AN AZIMUTH LINE RIVERWARD OF THE HIGH BANK AND PARALLEL
STONE FILL REVETMENT IS REVETMENT CONSTRUCTED BY PLACING STONE IN OPEN 2.
REVETMENT ARE CONSIDERED ONE AND THE SAME.
AND AT THE TOE. FOR PURPOSES OF THIS CONTRACT, TOE TRENCH AND STANDARD
DIFFERENCES BETWEEN THESE TWO TYPES OF REVETMENTS ARE UNDERWATER
CONSTRUCTED BY PLACING STONE ON A PREVIOUSLY GRADED BANK. THE
TOE TRENCH REVETMENT AND STANDARD REVETMENT ARE REVETMENTS 1.
DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg4:45:34 PM 4/10/2023
G-005
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...\...\Tadpole-Overton Chute Rehabilitation\...\MRRP_OT_G-005.dgn
SCALE: NTSA1
MISSOURI RIVER HYDROGRAPH 2000 - 2021
END OF THE OVERTON CHUTE OF 559.5 NAVD.
GAGE WHICH EQUALS A WATER SURFACE AT THE UPPER
CONSTRUCTION REFERENCE PLANE AT THE BOONVILLE
CONSTRUCTION REFERENCE PLANE (CRP)
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TRENDS AT PROJECT SITE WILL BE SIMILAR, BUT NOT EXACT.
5. THIS SHEET IS FOR INFORMATIONAL PURPOSES ONLY, AND IS TO BE USED TO ILLUSTRATE HISTORIC RIVER STAGES AT BOONVILLE, MO. STAGE
4. CRP ELEVATION AT THE SITE IS ELEVATION 565.4 FT. (NAVD88) AT RIVER MILE 187.3.
CONSTRUCTION REFERENCE PLANE (CRP 2017) AT BOONVILLE, MO IS A GAGE READING OF 8.1 FT.3.
FLOOD STAGE CORRESPONDS TO A GAGE READING OF 21 FT. 2.
1. MISSOURI RIVER USGS GAGE AT BOONVILLE, MO IS LOCATED AT RIVER MILE 196.6.
NOTES:
JAN 2000 JAN 2002 JAN 2004 JAN 2006 JAN 2008 JAN 2010 JAN 2012 JAN 2014 JAN 2016 JAN 2018 JAN 2020 JAN 2022
M
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DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg4:48:17 PM 4/10/2023
...\...\Tadpole-Overton Chute Rehabilitation\...\MRRP_OT_C-100.dgn
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
187.0
186.5
186.0
CS101
C S
CS103
OVERTON ISLAND
OVERTON CHUTE
MISSOURI RIVER
O
VERTO
N CHUTE
1,762,148.72 E
14,149,658.38 N
BEGIN CUMBERLAND
CHURCH ROAD
IMPROVEMENTS
1,767,570.16 E
14,149,033.52 N
END CUMBERLAND
CHURCH ROAD
IMPROVEMENTS
SEE DETAIL A8/CS501
CHURCH ROAD IMPROVEMENTS
1.15 MILES CUMBERLAND
ACCESS CONTROL GATE
SEE F4/CS501
DRAINAGE DITCH 1
INSTALL 285 LF
SEE F4/CS501
DRAINAGE DITCH 2
INSTALL 215 LF
SEE F4/CS501
DRAINAGE DITCH 3
INSTALL 230 LF
AND STORAGE AREA
OPTIONAL STAGING
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OVERALL SITE PLAN
1"=400'SCALE: 800'0 400'
N
ACCORDANCE WITH 31 11 00 CLEARING AND GRUBBING.
NEEDED. CLEAR REMAINING TREES AS NEEDED IN
CUT AND LEFT IN PLACE. MOVE DOWNED TREES AS
SOME TREES WITHIN CONSTRUCTION LIMITS HAVE BEEN 2.
WITHIN CONSTRUCTION LIMITS.
STAGING AND STORAGE AREAS MAY BE ANYWHERE 1.
GENERAL SHEET NOTES
LEGEND
EXISTING REVETMENT/DIKE
SITE ACCESS
CONSTRUCTION LIMIT
186.4 MISSOURI RIVER MILE
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DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg4:50:55 PM 4/10/2023
...\...\Tadpole-Overton Chute Rehabilitation\...\MRRP_OT_CS101.dgn
OPTIONAL SPOILS AREA
OVERTON CHUTE
MODIFICATION SEE CS102
CONTROL STRUCTURE 194.75-A
CONSTRUCTION LIMITS
ACCESS ROAD
(LEAVE IN PLACE)
EXISTING BANK PAVING
PLACE BANK PAVING SEE CS501
RIGHT BANK ALIGNMENT
MID CHUTE: UPSTREAM
SEE CS501 DETAIL F1
AND NEW BANK PAVING
TIE INTO EXISTING
RIGHT BANK STONE OVERLAY
TIE INTO EXISITNG
PLACE BANK PAVING SEE CS501
RIGHT BANK-1 ALIGNMENT
MID CHUTE: DOWNSTREAM
SEE CS501
PLACE STONE FILL REVETMENT
RIGHT BANK-2 ALIGNMENT
MID CHUTE: DOWNSTREAM
PLACE BANK PAVING SEE CS501
RIGHT BANK-3 ALIGNMENT
MID CHUTE: DOWNSTREAM
PLACE BANK PAVING SEE CS501
LEFT BANK ALIGNMENT
MID CHUTE: UPSTREAM
SEE CS501 DETAIL F1
AND NEW BANK PAVING
TIE INTO EXISTING
LEFT BANK STONE OVERLAY
PLACE BANK PAVING SEE CS501
LEFT BANK ALIGNMENT
MID CHUTE: DOWNSTREAM
(LEAVE IN PLACE)
EXISTING BANK PAVING
STAGING AND
STORAGE AREA
STAGING AND
STORAGE AREA
0+00
1+00
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GENERAL SHEET NOTES
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ACCORDANCE WITH SPECIFICATION 32 92 19 SEEDING.
SEED DISTURBED AREAS WITH NATIVE SEED MIX IN 4.
VERTICAL DATUM IS NAVD88.
SURVEY DATUM IS UTM-15N NAD83, US SURVEY FEET. 3.
DURING CONSTRUCTION.
REPRESENT CURRENT CONDITIONS OR THE CONDITIONS
2022 SURVEY, AND AUGUST 2022 SURVEY. IT MAY NOT
EXISTING TERAIN IS A COMBINATION OF 2020 LIDAR, MAY 2.
31 11 00 CLEARING AND GRUBBING.
NECESSARY IN ACCORDANCE WITH SPECIFICATION
CLEAR TREES WITHIN CONSTRUCTION LIMITS AS 1.
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DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg4:53:04 PM 4/10/2023
...\...\Tadpole-Overton Chute Rehabilitation\...\MRRP_OT_CS102.dgn
CONTROL STRUCTURE SECTION
SCALE: 1"=20'
A7
UPSTREAM DOWNSTREAM
(LEAVE IN PLACE)
EXISTING BANK PAVING
SEE DETAIL A5/CS501
CONTROL STRUCTURE
RAISE AND WIDEN EXISTING
SEE CS101
AND STONE OVERLAY
NEW BANK PAVING
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CS102
A1
CS102
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(APPROXIMATE)
EXISTING GRADE
0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 -40 -20 0 20 40 60 80
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530 530
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MID CHUTE CONTROL STRUCTURE - PLAN
1"=20'SCALE:
A1
MID CHUTE CONTROL STRUCTURE - PROFILE
1"=20'SCALE:
20' 40'0
20' 40'0
0 5' 10'
GENERAL SHEET NOTES
VERTICAL DATUM IS NAVD88.
SURVEY DATUM IS UTM-15N NAD83, US SURVEY FEET. 3.
DURING CONSTRUCTION.
REPRESENT CURRENT CONDITIONS OR THE CONDITIONS
2022 SURVEY, AND AUGUST 2022 SURVEY. IT MAY NOT
EXISTING TERRAIN IS A COMBINATION OF 2020 LIDAR, MAY 2.
AT THE TIME OF CONSTRUCTION
STRUCTURES MAY VARY DEPENDING ON BANK LOCATION
START AND END COORDINATES OF CONTROL 1.
VERTICAL SCALE: 1"=5'
N
VERTICAL SCALE: 1"=10'
20' 40'0
0 10' 20'
OVERTON CHUTE
CS102
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DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg4:54:25 PM 4/10/2023
...\...\Tadpole-Overton Chute Rehabilitation\...\MRRP_OT_CS103.dgn
OVERTON C
HUTE
INTO EXISITNG EXISTING BANK
TIE CONTROL STRUCTURE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
(LEAVE IN PLACE)
EXISTING BANK PAVING
EXIS
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.3
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CHUTE EXIT: UPSTREAM
PLACE BANK PAVING SEE CS501
LEFT BANK ALIGNMENT
CHUTE EXIT: DOWNSTREAM
INTO EXISTING STONE
TIE NEW BANK PAVING
INTO EXISTING STONE
TIE NEW BANK PAVING
MODIFICATION SEE CS104
CONTROL STRUCTURE 193.25
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CHUTE EXIT SITE PLAN
1"=50'SCALE: 50' 100'0
N
GENERAL SHEET NOTES
LEGEND
CONSTRUCTION LIMITS
EXISTING DIKE/REVETMENT
SEE CS501 FOR BANK PAVING EXTENTS AND DETAILS5.
ACCORDANCE WITH SPECIFICATION 32 92 19 SEEDING.
SEED DISTURBED AREAS WITH NATIVE SEED MIX IN 4.
VERTICAL DATUM IS NAVD88.
SURVEY DATUM IS UTM-15N NAD83, US SURVEY FEET. 3.
DURING CONSTRUCTION.
REPRESENT CURRENT CONDITIONS OR THE CONDITIONS
SURVEY, AND AUGUST 2022 SURVEY. IT MAY NOT
TERRAIN IS A COMBINATION OF 2020 LIDAR, MAY 2022 2.
31 11 00 CLEARING AND GRUBBING.
NECESSARY IN ACCORDANCE WITH SPECIFICATION
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DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg4:56:51 PM 4/10/2023
...\...\Tadpole-Overton Chute Rehabilitation\...\MRRP_OT_CS104.dgn
DOWNSTREAM UPSTREAM
STRUCTURE (APPROXIMATE)
EXISTING CONTROL
EXISITNG GRADE
EXCESS SPOILS
DISPOSAL FOR
TOP OF CONTROL STRUCTURE
WIDEN TO 100' TOP WIDTH
(TIE INTO EXISTING BANK PAVING)
GRADE CONTROL STRUCTURE
(LEAVE IN PLACE)
EXISITNG BANK PAVING
520 520
530 530
540 540
550 550
560 560
570 570
580 580
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CONTROL STRUCTURE 193.25
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(LEAVE IN PLACE)
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DETAIL A5
STRUCTURE, SEE SHEET CS501
RAISE AND WIDEN CONTROL
CONTROL STRUCTURE 193.25
APPROX. LIMITS OF EXISTING
CONSTRUCTION LIMITS
0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20
550 550
555 555
560 560
565 565
570 570
575 575
580 580
585 585
0.00%GRADE =
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P V
I
.4
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EXISTING GRADE
TOP OF CONTROL STRUCTURE
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CHUTE EXIT CONTROL STRUCTURE - PLAN
1"=20'SCALE:
A1
CHUTE EXIT CONTROL STRUCTURE - PROFILE
1"=20'SCALE:
20' 40'0
20' 40'0
0 5' 10'
N
GENERAL SHEET NOTES
VERTICAL DATUM IS NAVD88.
SURVEY DATUM IS UTM-15N NAD83, US SURVEY FEET. 3.
DURING CONSTRUCTION.
REPRESENT CURRENT CONDITIONS OR THE CONDITIONS
2022 SURVEY, AND SEPTEMBER 2022 SURVEY. IT MAY NOT
EXISTING TERRAIN IS A COMBINATION OF 2020 LIDAR, MAY 2.
AT THE TIME OF CONSTRUCTION
STRUCTURES MAY VARY DEPENDING ON BANK LOCATION
START AND END COORDINATES OF CONTROL 1.
A6
CHUTE EXIT CONTROL STRUCTURE - 1+20.00
1"=20'SCALE:
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0 10' 20'
CS104
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0+80
-50 -40 -30 -20 -10 0 10 20 30 40 50
550 550
560 560
570 570
580 580
590 590
600 600
1+40
-20 -10 0 10 20 30 40 50 60 70 80 90 100
540 540
550 550
560 560
570 570
580 580
590 590
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2+00
-20 -10 0 10 20 30 40 50 60 70 80 90 100
550 550
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570 570
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DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg5:03:45 PM 4/10/2023
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EXISTING BANK LINE
FILL WITH STONE TO
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2H
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CLEAR TREES AND VEGETATION WITHIN
CONTRACTOR SHALL ADJUST ALIGNMENT OF DITCH TO AVOID CLEARING TREES.
GO FROM EDGE OF CUMBERLAND CHURCH ROAD IMPROVEMENTS TO CHUTE BANK LINE.
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DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg5:04:23 PM 4/10/2023
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| MRRP_OT_G-001 |
| 002- MRRP_OT_G-002 |
| 003- MRRP_OT_G-003 |
| 004- MRRP_OT_G-004 |
| 005- MRRP_OT_G-005 |
| 006- MRRP_OT_C-100 |
| 007- MRRP_OT_CS101 |
| 008- MRRP_OT_CS102 |
| 009- MRRP_OT_CS103 |
| 010- MRRP_OT_CS104 |
| 011- MRRP_OT_CS301 |
| 012- MRRP_OT_CS302 |
| 013- MRRP_OT_CS303 |
| 014- MRRP_OT_CS304 |
| 015- MRRP_OT_CS305 |
| 016- MRRP_OT_CS306 |
| 017- MRRP_OT_CS307 |
| 018- MRRP_OT_CS308 |
| 019- MRRP_OT_CS501 |
| 020- MRRP_OT_CS502 |
File details come from the government source that posted it. Updated .