BSNP FY21 PLANS RTA 03-09-21.pdf
PDF 10 MB Posted
- Solicitation number
- W912DQ21B1011
About this file
This solicitation is for construction activities to repair structural damage to Missouri River navigation structures caused by flooding in fiscal year 2019. The U.S. Army Corps of Engineers Engineering District Kansas City is seeking bids to repair damages between River Miles 0-280. Offerors must submit proposals in response to solicitation number W912DQ21B1011 by the date specified in the related plans file for consideration. The awarded firm will be responsible for construction services to restore damaged infrastructure along the referenced portion of the Missouri River to its pre-flood conditions.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid Opening Attendance Sheet.doc | DOC document | |
| C.04.01 - Abstract of Offers Final.pdf | ||
| B.08.03 - Solicitation Amendment 3.pdf | ||
| BSNP IFB Bidder Inquiries.pdf | ||
| 701 Form.pdf | ||
| B.08.03 - Solicitation Amendment 2.pdf | ||
| B.08.03 - Solicitation Amendment 1.pdf | ||
| Quarry List 02042021.xlsx | XLSX spreadsheet | |
| B.07.01 - BSNP IFB Virtual Site Visit Sign-In List 20210317.xlsx | XLSX spreadsheet | |
| FY21 BSNP IFB.pdf | ||
| B.08.02 - Solicitation W912DQ21B1011.pdf |
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Text version
...\Projects\AEC_WS-001_ProjectTemplate\AEC_WS-001_ProjectTemplate\CAD_BIM\_Sheets\ANSI D COVER SHEET
11:18:40 AM 3/9/2021 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript of Engineers
US Army Corps
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
SEE COVER SHEET
G-001
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SHEET NO. TITLE CADD FILE NAME
GENERAL
CIVIL
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COVER SHEET
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RIVER MILE 9.1 TO 22.1
SHEET26.pdf
SHEET27.pdf
SHEET28.pdf
SHEET29.pdf
SHEET30.pdf
SHEET31.pdf
SHEET32.pdf
SHEET33.pdf
SHEET34.pdf
SHEET35.pdf
SHEET36.pdf
SHEET37.pdf
SHEET38.pdf
SHEET39.pdf
SHEET40.pdf
SHEET41.pdf
SHEET42.pdf
SHEET43.pdf
SHEET44.pdf
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SHEET46.pdf
SHEET47.pdf
SHEET48.pdf
SHEET49.pdf
SHEET50.pdf
SHEET51.pdf
SHEET52.pdf
MO RIVER B ANK STABILIZATION STRUCTURE LAYOUT (TYPICAL)
MR_BS_2021_G-001.dgn
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CONSTRUCTION REFERENCE PLANE (CRP) ELEVATIONS
CHANNEL STABILIZATION STRUCTURES, REVETMENT AND SECTIONS
DETAILS
RIVER MILE 269.1 TO 283.6
RIVER MILE 258.9 TO 269.7
RIVER MILE 248.41 TO 260.1
RIVER MILE 236.1 to 249
RIVER MILE 222 TO 238.1
RIVER MILE 209.6 TO 223.2
RIVER MILE 199.4 TO 212
RIVER MILE 189.9 TO 200
RIVER MILE 180.4 TO 191
RIVER MILE 170.2 TO 181.5
RIVER MILE 157.1 TO 171.4
RIVER MILE 146.8 TO 159.6
RIVER MILE 137.7 TO 147.3
RIVER MILE 127.6 TO 139
RIVER MILE 117.6 TO 127.6
RIVER MILE 108.6 TO 118.4
RIVER MILE 98.9 TO 109.0
RIVER MILE 89.1 TO 99.3
RIVER MILE 79.8 TO 89.6
RIVER MILE 69.6 TO 80.0
RIVER MILE 59.7 TO 71.2
RIVER MILE 52.5 TO 61.8
RIVER MILE 43.1 TO 53.0
RIVER MILE 31.7 TO 43.6
RIVER MILE 21.3 TO 32.1
RIVER MILE 0 TO 9.9
WICHITA
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INDEX AND REGIONAL MAP
PROJECT AREA
LEGEND
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GENERAL NOTES
REVETMENTS WILL BE LOCATED RIVERWARD OF THE BANK.
RIVERWARD OF THE BANK WILL BE SELECTED BY THE CONTRACTING OFFICER FOR REPAIR. NEW DIKES AND
ACCRETION AND ARE THEREFORE INACCESSIBLE TO FLOATING PLANT. ONLY PORTIONS OF DIKES AND REVETMENTS
PORTIONS OF DIKES AND REVETMENTS SHOWN LANDWARD OF THE BANK OF THE RIVER ARE BURIED UNDER 4.
OF 6' OR GREATER.
BY CONTRACTING OFFICER. CONTRACTOR MUST HAVE FLOATING PLANT CAPABLE OF WORKING IN WATER DEPTHS
ALL SELECTED STRUCTURES WILL ONLY BE ACCESSIBLE BY FLOATING PLANT UNLESS LAND ACCESS IS AUTHORIZED 3.
STRUCTURES SHOWN ON SHEETS REF-06 THROUGH REF-32.
CONTRACTING OFFICER WILL SELECT STRUCTURES TO BE REPAIRED WHICH MAY INCLUDE, BUT ARE NOT LIMITED TO, 2.
PROVIDED.
ON UNDER THIS CONTRACT. IF WORK ON ADDITIONAL FEATURES ARE REQUIRED, RELEVANT DETAILS WILL BE
STRUCTURES AND STRUCTURE DETAILS DEPICTED HEREIN REPRESENT THE MAJORITY OF FEATURES TO BE WORKED 1.
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(LAST L-HEAD OF BEND AND
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STANDARD REVETMENT IS SUPPORTED ON ONE SIDE OF EARTHEN BANK. 1.
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MO RIVER BANK STABILIZATION STRUCTURE LAYOUT (TYPICAL)
READY TO ADVERTISE
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HEIGHTS SPECIFIED IN " STRUCTURE HEIGHT CRITERIA " TABLE ABOVE, OR
STONE FILL USED FOR STRUCTURE REPAIR. STRUCTURES REPAIRED TO 2.
200 TONS.
STONE FILL QUANTITIES PER STRUCTURE SELECTED WILL BE A MINIMUM OF 1.
SHEET NOTES
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READY TO ADVERTISE
TRENCH FILL
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ANCHOR PILE WHEN USED
PILE REVETMENT OR
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STONE FILL
1TO EXCEED 1 ON 1
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1 ON 3
SLOPE
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STRUCTURE
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OR PAVING
ORIGINAL BANK
REFERENCE PLANE
CONSTRUCTION
STRUCTURE AZIMUTH LINE
PILE WHEN USED
PILE DIKE OR ANCHOR
AS SPECIFIED.
CROWN WIDTH AND ELEVATION
CONSTRUCT 4'-0"
1TO EXCEED 1 ON 1
NOT4
1APPROX. SLOPE 1 ON 1
STONE FILL
RIVERWARD SIDE LANDWARD SIDE
RIVERWARD SIDE LANDWARD SIDE
UPSTREAM SIDE DOWNSTREAM SIDE
REFERENCE PLANE
CONSTRUCTION
EXISTING RIVERBED
REFERENCE PLANE
CONSTRUCTION
EXISTING RIVERBED
AS SPECIFIED.
CROWN WIDTH AND ELEVATION
CONSTRUCT 4'-0"
1 1 ON 1
NOT TO EXCEED
1APPROX. SLOPE 1 ON 1
ELEV. VARIES ELEV. VARIES
ON REVETMENT
ROCK PLACEMENT
SEE NOTE 3 FOR
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SCALE: NTS A6 SCALE: NTS
D1 SCALE: NTS
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CONDITION FOR REPAIR OF TRENCH WITHOUT EXCAVATION
READY TO ADVERTISE
STONE FILL ALONG REVETMENT WITHOUT EXCAVATION
ROCKFILL UNLESS DIRECTED OTHERWISE BY CONTRACTING OFFICER.
SEE SPECIFICATION 35 31 24.00 23 FOR STONE GRADATION. PLACE TYPE 1 4.
TO ENSURE REVETMENT DOES NOT ENCROACH ON CHANNEL.
REVETMENT SLOPE MUST BE PLACED ON LANDWARD SIDE OF REVETMENT
WHEN REPAIRING OR RAISING REVETMENT, ADDITIONAL ROCK NEEDED ON 3.
PILE OR PILING CLUMP.
WHEN PILING IS PRESENT IN DIKE, AZIMUTH LINE IS ALONG UPSTREAM MOST 2.
RIVERWARD MOST PILE OR PILING CLUMP.
WHEN PILING IS PRESENT IN REVETMENT, AZIMUTH LINE IS ALONG 1.
VARIES
8'-0"
20'-0"
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...\Projects\AEC_WS-001_ProjectTemplate\AEC_WS-001_ProjectTemplate\CAD_BIM\_Sheets\DETAILS
F
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SECTION A-A
SECTION B-B
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O
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G O
S S
E N
A U
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D E
T A
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C H
A P
M A
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REF-05A1 SCALE: NTS A7 SCALE: NTS
D7 SCALE: NTS
ROOT EXCAVATION DETAIL TYPE A HARDPOINT (RIVER BED MORE THAN 6' BELOW CRP)
TYPE B HARDPOINT (RIVER BED LESS THAN 6' BELOW CRP)
SHEET NOTES
P -4
F
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T A
B
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READY TO ADVERTISE
CONTRACTING OFFICER.
STRUCTURES ARE TO BE CONSTRUCTED AS SPECIFIED BY THE
ELEVATION OF FINISHED SURFACES FOR NEW, MODIFIED, OR REPAIRED 1.
A P P R
O X
1V O
N
D1 SCALE: NTS
F1 SCALE: NTS
TYPE A BANK PAVING/BANK HEAD
TYPE B BANK PAVING/BANK HEAD
F5 SCALE: NTS
UPPER SLOPE REVETMENT REPAIR
RIVER BOTTOM
CRP
EXISTING BANK
A P P R
O X
1V O
N
RIVER BOTTOM
H2
11V ON 1
APPROX. SLOPE
TOP OF ROCK
CRP
VARIES 30' TO 55'
EXCAVATE AS REQUIRED
EXISTING BANK
TOP OF BANK
CRP
SPOIL
LESS THAN 3'
-3 CRP
TRENCH
SPOIL
TOP OF BANK
EXISTING
EXISTING BANK
APPROX. 1V ON 3H DIKE
(TO BE CONSTRUCTED)
CRP
BOTTOM OF RIVER
B
-3' CRP
B
CRP
TOP OF BANK
EXISTING BANK
EXCAVATE AS REQUIRED
A
A
A P P R
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3 X HEIGHT
H
V O
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TOP OF ROCK
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VARIES 30' TO 55'
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A
A
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CONTRACITING OFFICER)
ELEVATION (AS DIRECTED BY
SECTION A-A
3 X HEIGHT
H
V O
Carroll County
MO
Saline County
MO
.02
9.4
4.1
289.7
286.5
291.9
.02
281.5
.5 28
1.5
288.6
285.4
9. 0
288.6
284.1
289.46
289.4
285.4
284.1
288.6
.5
285.6
291.9
5.6
284.1
289.1
281.5
286.5
285.6
286.5
289.3
285.6
287.9
283.8
288.65
277.85 284.2
278.21
280.0-B
284.45
5.1
.25
284.21
0.3
282.2
.4
288.1
6.7
.15
9.2
9.1
289.08
9.2
0.3
9.1
0.0
.95
5.2
4.9
285.0
285.3
278.6
278.15
289.41
283.9
284.55
285.01
7.5
288.25
285.69
6.5
289.98
282.9
7.8
278.0
290.04
288.2
7.1
289.05
288.95
284.6289.38
6.5
283.82
289.45
288.85 285.56
283.75
9.5
289.5
280.7
281.6
9.6
286.11
288.7
285.45
280.0-C
283.5
.13
288.5
284.0
.95
288.4
286.4
286.96
279.9
286.6
281.4
286.75286.9
283.2
290.25
.9-A
287.0
6.3
289.18
288.3
278.3
9.7
285.7
282.65
278.9
289.0
288.9
9.8
285.9
0.0
9.9
.85
289.2 bur ied
284.5
280.0
284.8
284.2-A
285.6-A 286.1
286.8
280.0-A
US Army Corps of Engineers Kansas City District
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1:4 0,0
262263
Carroll County
MO
Saline County
MO
.55
281.5281.5
274.55
271.04
271.04
281.5
274.55 274.55 274.55
274.55
271.85
269.8
276.11
269.7-A 269.8
7.8
268.8
5.8
4.6
270.2
274.0
.31
0.9
276.5
273.35
5.5
270.6
.25
270.61
5.1
5.0
270.7
4.9
6 272 .5
4.8
1.8
3.9
4.3
269.83
270.0-B
268.61
4.6
267.97
269.86
6.1
268.6-B
6.0 269.5
268.9
268.7
275.1
4.7
6.9
273.6
270.0
269.81
270.8
5.0
276.31-B
275.18
270.3
277.8
267.8
270.45
271.01
270.75
270.25
7.3
.61
5.7
276.8
272.2
271.2
6.2
276.31
.2
274.86
269.3
271.7
269.4
271.05
269.7
271.9-C
7.5
273.4
267.9
277.56
276.31-C
274.1
.4 bu rie d
269.0
273.85
6.3 269.2
268.6
270.0-A
6.4
270.4
274.2
6.5
6.8
6.6
274.95
275.4
269.9
272.8-A
274.3
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276.31-A
268.0
267.5
271.9
US Army Corps of Engineers Kansas City District
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1:4
Carroll County
MO
Saline County
MO
Chariton County
MO
265.55
262.5
261.1 262.5
266.0
0.1
265.55
265.55
266.0
0.1
266.0
260.1 260.35
262.5
269.8
265.55 265.55
269.8
265.55 265.55
266.0
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269.8
257.5
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265.55
260.1
261.5
261.35
263.76
263.6
263.69
259.6
7.1
264.38
261.63
261.15
265.61
263.85
263.5
264.45
266.4
6.8
262.9
7.8
259.7
259.3
5.1
262.3
.026
5.1
263.28
262.45
260.05
260.5
7.9
5.9
265.45
7.4
262.8
264.7
260.08
261.58
263.86
265.2
262.2
259.21
260.4
5.8
266.9
262.6
6.3
260.0
263.0
264.4
265.85
266.7
261.17
7.0
266.45
264.9
266.5
6.6
7.4
260.3
259.0
262.4
263.4
266.05
261.0-B
265.22
261.46
263.58
1.3
260.2
5.7
264.1
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260.18
261.0-A
7.3
264.3
267.07
0.7
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263.25
261.3
261.2
265.9
261.19
261.71
261.45
263.38
263.0-B
.2
263.2
262.4-B
263.3-A
262.4-A
1.0
261.4
263.5-A
260.6
259.2 289.8
263.0-A
262.4 -C
US Army Corps of Engineers Kansas City District
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1:4
Saline County
MO
Chariton County
MO
.7
253.6
250.0
248.7 250.0
253.6
253.6
260.1
257.5
250.0
260.1
248.7
249.75
250.0
256.79 256.79
257.5
253.6
256.79 254.4
257.5
256.3
249.7
256.79
257.5
260.1257.5
256.1
260.1
253.6
253.6
250.6 25 0.2
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8.6
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8.5
256.0
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258.35
1.5
248.65
255.9
256.6
249.1
250.3
248.54
6.4
1.1
1.2
253.9
249.5
248.81
9.0
250.5
8.8
250.7 250.9
253.9-B
250.95
252.7
8.7
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251.0
258.19
5.1
251.5
252.9
252.1
254.3525 5.5
253.7
5.2
251.2
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256.29
258.7
254.2
253.3
251.7
9.8
256.95
255.2-A
256.65
256.7
256.35 254.7 253.1
250.4
254.1
5.8
8.2
258.45
253.5
256.45 256.24
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257.9
256.8
257.9-B
253.9-A
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258.0
256.44
257.9-A
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255.8-A
US Army Corps of Engineers Kansas City District
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1:4
Howard County
MO
Saline County
MO
Chariton County
MO
244.1
247.5 247.5
250.0
240.9
248.7
244.1
4.1
3.6
6.9
236.99
6.9
245.93
247.5
244.1
236.99
250.0
4.1
236.99
245.93
3.8
236.99250.0
240.9
250.0
240.9
4.1
244.1
237.7
248.7
247.5
247.5
240.9
244.1
248.7 248.7
244.1
244.3
8.8
241.55
6.9
241.8
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240.06
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234.25
235.9
6.3
244.85
235.7
8.9
235.1
6.7
233.9
235.3
237.2
241.2
.44
240.2
235.27
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5.7
6.6
248.3
241.5
248.65
8.7
233.8
.85
234.9
234.6
6.2
234.4
4.0
8.4
246.32
246.75
244.19
.86
236.4
8.5
6.0
236.15248.54
241.0
242.0
.15
233.65
240.4
244.9
238.3 237.1
8.5
233.4
236.2 240.08-C
240.8
5.6
245.0
240.95
238.7
8.0
233.2
241.1
241.91
241.93243.0
244.2
238.4
7.2
235.3-B
237.3 buried
241.35
236.9
236.1
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238.5
240.1
243.8
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240.03
244.75
235.55
236.2
245.94
247.2 244.6
245.89
240.41
246.55
8.2
6.8
240.45
240.08-B 238.2
236.7
234.7
240.08
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233.7
234.1
8.4
245.8
235.8
243.75
240.91
240.15
4.8
234.3
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5.9
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239.4
1.9
6.4
5.5
236.8
236.7-A
236.85-A 234.7-A
246.2 -A
236.0
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245.9 -A
244.15
245.6-A
4.1
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243.01
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235.3-A
243.9
240.6
US Army Corps of Engineers Kansas City District
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1:4
Howard County
MO
Saline County
MO
223.0
226.8
6.8
227.51
223.0
231.4
233.6
220.9
6.8
233.6
231.5
4.9
220.9
226. 8
233.6
223.0
231.4
227.51
223.0
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226.8 233.89
232.6-A 232.6-A
232.6-A
6.8
220.9
2.6
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231.4225.4
226.8
223.0
6.8
4.9
232.6-A
231.4
225.4
226.8
220.9
223.0
232.6-A
226.8
232.6-A
0.4
227.55
222.15
3.9
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220.5
0.2
7.5
2.7
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2.0
227.15
223.3 223.4
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1.7
226.7
1.6
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3.4
231.51
2.9
226.2
227.71
222.1222.0
233.65
227.8
225.2
231.46
223.1
3.4
223.5
232.8
225.7
3.2
225.0
232.9
223.35
223.45
233.8
224.7
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2.9
224.2
1.4
225.51 231.45
0.8
3.2
227.9
0.3
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3.1
9.4 23 2.4
7.3
0.8
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232.6
225.1
3.7
231.66
7.4
226.4
232.2
224.0
2.0
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231.73
223.55
231.9
226.81
224.5
1.2
2.4
225.5
2.5
1.6
7.7
US Army Corps of Engineers Kansas City District
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1:4
Cooper County
MO
Howard County
MO
211.7
214.8
219.3
9.3
219.3
218.6
209.5
211.7 212.3
218.6 218.6
211.7
214.85
219.3
214.85
214.38 (REVET.)
218.6
219.3
208.1
219.3
219.3
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218.6
219.3 219.3
219.3
208.5
212.05
214.65
212.6
212.8
214.021 9.4
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208.9
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210.05
214.55
209.88 209.8
214.75
220.0
211.5
9.2
218.0
217.85
213.5
217.8-B
215.2
209.4
7.9
.2
210.3
209.0
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191192
195196
Cooper County
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Howard County
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203.9 203.9 203.9
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1:4
183184
Cooper County
MO
Howard County
MO
Boone County
MO
Moniteau County
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197.1
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192.69 194.3
189.15
189.15
189.15
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175176
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Cooper County
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Boone County
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Moniteau County
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186.31
188.3
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164165
Boone County
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Moniteau County
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Cole County
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179.2
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179.2 170.0
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148149
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Callaway County
MO
Boone County
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Cole County
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163.9
163.9
156.6
156.6
156.6 156.6
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1:4
Callaway County
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Cole County
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155.1
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128129
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Callaway County
MO
Osage County
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Cole County
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142.21
144.6
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Callaway County
MO
Osage County
MO
126.9
127.6
135.65
131.3 131.3 127.6
132.34
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126.9
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127.6
126.9
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110111
114115
117118
Callaway County
MO
Montgomery County
MO
Osage County
MO
Gasconade County
MO
114.0
126.9
115.39
115.39
119.6
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106107
Montgomery County
MO
Gasconade County
MO
114.71-A
112.0
114.0
114.71-A
115.39
109.3
109.3 109.3
112.0 112.0
106.6 106.6
114.0
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109.3 109.3
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109.4
109.3
106.6
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111.7
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106.1
109.0
106.25
104.85
110.8
107.2
107.6
113.5
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106.68
111.15
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111.3
109.5
111.6
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109.6
114.8
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1:4
Montgomery County
MO
Franklin County
MO
Warren County
MO
Gasconade County
MO
101.2 097.3
097.3 100.94
100.94
100.94 100.94
097.3 097.3
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103.75
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US Army Corps of Engineers Kansas City District
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858687
Franklin County
MO
Warren County
MO094.0 094.0
094.0
094.0
091.5 091.4
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1:4
Franklin County
MO
Warren County
MO
079.15
078.1
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1:4
Franklin County
MO
Warren County
MO
Saint Charles County
MO
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1:4
Franklin County
MO
Saint Louis
County
MO
Saint Charles County
MO
062.9
065.2
054.0
065.2
054.0
062.6
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1:4
Franklin County
MO
Saint Louis
County
MO
Saint Charles County
MO
045.9
050.8
045.9
052.95
051.8
044.13
044.13 044.13 044.13
050.56
050.56
049.6
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049.6
052.95
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049.6
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US Army Corps of Engineers Kansas City District
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1:4
Saint Louis
County
MO
Saint Charles County
MO
7.2
5.1
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037.25
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044.13044.13
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044.13
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041.8
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6.6
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041.8
038.5
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038.5
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039.0
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036.15
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040.2
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034.25
035.3
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039.2
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034.8
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7.7
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035.2
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7.6
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036.1
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037.2
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Saint Louis
County
MO
Saint Charles County
MO
027.1027.1 027.1
027.1
027.1
1.6
023.21
021.5
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024.1
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026.8
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027.1
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025.6
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026.05
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1:4
Jersey County
IL
Saint Louis
County
MO
Saint Charles County
MO
021.5
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011.35
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011.27
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018.8
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1:4
Madison County
IL
Saint Louis
County
MO
Saint Louis City
MO
Saint Charles County
MO
007.0-A
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1:4
| COVER SHEET |
| INDEX AND REGIONAL MAP |
| MO RIVERBANK STABILIZATION STRUCTURE LAYOUT (TYPICAL) |
| STRUCTURE HEIGHT CRITERIA |
| CONSTRUCTION REFERENCE PLANE (CRP) ELEVATIONS |
| CHANNEL STABILIZATION STRUCTURES, REVETMENT AND SECTIONS |
| DETAILS |
File details come from the government source that posted it. Updated .