Plans.pdf
PDF 2 MB Posted
- Solicitation number
- W912WJ22B0020
About this file
This document provides details for a federal solicitation seeking demolition services. The U.S. Army Corps of Engineers, New England District is issuing an unrestricted Invitation for Bid for the demolition and disposal of the India Point Bridge over the Seekonk River in Providence, Rhode Island. The project consists of demolishing the remaining portion of the 181-foot long, 36-foot wide steel and concrete bridge down to roughly two feet below the mudline, including removal of five circular supports and abandoned supports except for the granite rock abutment. Demolition of the steel superstructure and timber pilings and fender system is required. The period of performance is 180 calendar days with all work to be completed within a six-month period. The solicitation number is W912WJ22B0020 and is available through the System for Award Management and Procurement Integrated Enterprise Environment websites. A site visit is scheduled for September 26, 2022 at 10:00 am.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid Abstract.pdf | ||
| W912WJ22B0020 Amendment 0002.pdf | ||
| PT190.pdf | ||
| W912WJ22B0020 Amendment 0001.pdf | ||
| W912WJ22B0020.pdf | ||
| Specs September 2022.pdf |
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Text version
US Army Corps of Engineers
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
New England District
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL
OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET
APPROVED FOR TECHNICAL ADEQUACY BY:
TECHNICAL LEAD ENGINEER DATE
DATE
DATE
DATE
DATE
APPROVED BY:
APPROVAL RECOMMENDED BY:
CHIEF, ENGINEERING DIVISION
This project was designed by the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents, within the scope of their employment as required by ER 1110-1-8152.
REVIEWED BY:
CHIEF, GEOTECHNICAL/WATER RESOURCES BRANCH
REVIEWED BY:
CHIEF, DESIGN BRANCH
CHIEF, GEO-ENVIRONMENTAL ENGINEERING BRANCH
DATE
APPROVED BY:
CHIEF, TECHNICAL SUPPORT BRANCH/DEPUTY CHIEF ENG DIV
DEMOLITION OF INDIA POINT RAILROAD BRIDGE
SEEKONK RIVER
PROVIDENCE, RHODE ISLAND
W912WJ22B0002
JUNE 2022
EXISTING CONDITIONS AND HYDROGRAPHIC SURVEY
DEMOLITION SITE PLAN
DESIGN FILESHEET NO.
G-001
INDEX TO DRAWINGS
SHEET TITLE
C-101
C-102
PT-198_G-001.DWG COVER SHEET AND INDEX
PT-198_C-101.DWG
PT-198_C-102.DWG
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LOCATION MAP
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PROJECT LOCATION
SEEKONK RIVER
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DESIGN FILESHEET NO.
REFERENCE DRAWINGS
TITLE
PT-190 DEMOLITION OF INDIA POINT RAILROAD BRIDGE - 3 SHEETS
W W
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BANGOR
CANADA
MAINE
AUGUSTA
PORTLAND
HAMPSHIRE
NEW
CONCORD
PORTSMOUTH
ATLANTIC
OCEAN
PROJECT
LOCATION
CONN.
HARTFORD
MASSACHUSETTS
VT.
BOSTON
PROV.
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17.2
23.1
24.8
7.7
13.8
14.2
16.2
25.1
23.0
19.8
12.2
18.4
15.8
21.8
12.9
18.3
24.9
6.7
23.2
20.2
11.6
17.4
14.5
11.6
25.1
20.3
23.1
19.3
6.4
23.3
21.5
10.7
16.9
23.1
23.6
24.8
23.1
21.3
15.0
20.7
19.6
12.6
10.1
6.0
17.3
23.0
24.7
24.1
22.0
22.8
15.3
12.4
14.2
10.7
21.4
19.2
23.7
14.8
21.7
5.4
21.8
24.7
17.6
12.7
17.2
22.9
10.0
24.9
22.0
16.4
23.9
5.0
18.8
23.0
20.0
14.2
8.7
23.9
21.8
18.0
14.2
20.8
22.7
6.2
23.4
11.6
22.0
15.7
24.2
8.3
17.6
22.6
20.2
21.3
8.6
23.3
22.8
24.0
12.8
8.7
14.0
22.9
18.3
23.3
17.2
9.8
24.6
24.4
7.7
23.3
16.6
19.8
20.8
23.5
21.8
21.9
23.1
14.7
11.4
16.9
26.2
6.8
19.7
24.6
20.7
23.4
25.0
18.0
26.9
21.7
25.8
17.7
11.9
25.7
15.3
20.1
23.1
23.3
23.1
4.4
18.6
28.2
12.6
17.2
22.2
26.7
27.5
22.3
22.4
4.1
20.9
24.6
17.4
13.5
17.4
23.7
28.2
19.2
16.3
29.4
4.4
22.6
18.7
20.8
22.2
14.3
26.5
24.6
23.8
4.4
17.4
18.6
24.9
5.8
19.6
28.1
17.5
21.8
7.4
23.3
25.6
21.1
23.3
26.1
29.4
14.1
14.9
19.1
26.4
11.6
17.8
4.1
25.8
18.9
22.7
4.9
5.9
18.5
20.4
23.4
17.6
15.4
21.6
28.4
6.0
14.8
27.7
26.0
6.7
23.8
15.4
26.0
21.5
15.6
28.9
27.3
11.6
17.2
16.3
19.4
13.6
28.2
24.4
24.5
23.1
10.4
21.3
24.0
25.4
20.2
21.8
21.0
23.6
17.3
6.0
29.7
26.0
17.0
10.3
11.7
19.8
11.8
6.7
23.2
21.5
23.1
8.0
16.6
22.3
26.3
22.8
24.3
18.6
22.6
18.5
12.8
8.2
9.7
24.9
12.4
20.2
28.7
19.8
21.9
24.2
11.0
31.1
23.2
17.9
16.5
25.1
20.0
24.3
24.9
20.1
14.9
21.5
21.5
18.5
15.0
16.4
25.0
10.1
17.3
18.0
23.9
18.5
27.2
15.1
19.3
21.6
32.5
19.1
26.4
29.9
18.5
19.5
24.2
19.0
27.6
18.0
25.4
23.9
26.8
19.6
9.8
22.7
24.9
21.2
25.2
24.6
15.4
30.8
18.9
30.2
26.6
20.0
25.5
26.3
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18.0
30.2
31.0
19.3
10.5
14.2
21.4
26.2
17.3
27.5
32.0
25.3
27.6
26.4
24.9
32.1
30.8
24.3
11.1
33.0
19.4
23.5
25.9
15.4
25.3
26.1
27.7
27.4
18.3
11.4
28.0
34.3
19.6
30.7
28.2
18.6
30.4
22.9
15.9
11.7
22.3
20.4
17.6
26.9
27.8
19.7
25.8
15.7
27.3
15.8
33.4
12.1
27.1
25.6
20.4
16.7
23.1
26.0
18.0
26.2
12.1
14.4
22.1
26.5
18.6
23.0
13.1
14.0
26.3
15.2
25.7
26.3
28.1
24.3
24.6
25.6
25.0
25.2
23.6
26.2
22.6
24.8
24.1
23.9
22.0
23.0
22.9
23.8
22.2
20.8
21.5
23.0
23.6
18.9
21.2
22.0
19.9
21.2
20.2
18.8
20.0
18.0
18.8
19.2
18.2
16.0
32.7
9.6
8.5
23.6
17.8
28.1
31.3
32.7
19.3
25.8
20.8
21.5
33.6
22.3
30.4
26.7
28.0
30.5
25.4
22.8
21.8
25.2
32.6
24.3
27.3
32.0
26.5
26.3
25.3
27.4
24.6
22.2
23.2
20.1
29.3
28.0
29.9
23.3
21.6
21.8
21.5
27.4
19.2
24.4
29.3
24.8
24.8
28.9
23.5
25.2
28.1
26.0
27.4
18.3
26.5
20.5
17.9
17.0
19.1
18.9
25.2
25.3
23.6
16.2
18.7
16.3
19.6
18.2
16.0
20.6
23.4
22.0
23.9
19.4
19.6
19.2
14.2
20.1
20.1
24.8
21.5
12.3
18.1
12.5
12.3
20.4
23.4
19.4
23.6
24.2
22.7
24.9
24.7
18.1
19.8
17.4
18.3
21.8
9.4
18.4
23.7
16.1
11.9
23.3
18.1
9.9
12.3
10.3
10.5
21.1
20.2
19.6
17.2
18.7
10.5
10.6
14.8
18.2
9.6
20.5
10.4
10.6
19.3
17.2
10.8
19.0
10.6
16.4
9.4
10.1
13.0
17.9
9.8
18.2
9.9
10.4
16.8
18.1
18.4
14.3
7.2
8.9
15.1
5.4
16.4
6.9
8.8
9.9
11.7
7.1
14.7
14.1
12.6
10.1
6.6
4.4
4.1
4.0
8.6
10.0
4.1
8.0
2.5
7.6
7.5
7.5
2.4
2.7
4.2
3.6
3.2
3.4
3.6
3.7
3.8
3.5
2.9
4.8
7.1
8.0
7.4
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3.0
3.3
3.6
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PHOTO DIRECTION AND LOCATION
INDICATOR (TYP); SEE PHOTOS IN
SPECIFICATIONS
N
GENERAL NOTES:
1. SOUNDINGS ARE IN FEET AND ARE REFERENCED FROM MEAN
LOWER LOW WATER (MLLW) PLANE.
2. THE SOUNDING INFORMATION ON THIS MAP REPRESENTS THE
SHOALEST SOUNDINGS OF THOSE OBTAINED FROM THE
HYDROGRAPHIC SURVEY.
3. HORIZONTAL COORDINATE SYSTEM REFERENCES RHODE ISLAND
STATE PLANE COORDINATE SYSTEM NAD83.
4. THE INFORMATION ON THIS MAP CAN ONLY BE CONSIDERED AS
GENERAL EXISTING CONDITIONS AT THE TIME OF SURVEY DATED
01-22-2020.
5. CABLE AUTH CL 130 REFERENCES MLW DATUM. THE DIFFERENCE
BETWEEN MLLW AND MLW IN THIS LOCATION IS 0.17 FEET.
EXISTING CONDITIONS AND HYDROGRAPHIC SURVEY
SCALE: 1" = 50'
A7
50' 100'0
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SCALE: 1" = 50'
DEMOLITION SITE PLAN
50' 100'0
LIMITS OF STRUCTURAL REMOVAL
LIMITS OF WORK
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KEY NOTES
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1 LIMITS OF WORK FOR UNDERWATER DEBRIS REMOVAL ASSOCIATED WITH
THE DEMOLITION OF THE BRIDGE AND PIERS.
2 REMOVE STEEL TRUSS SUPERSTRUCTURE.
3 REMOVE NORTHERLY AND SOUTHERLY TIMBER PILING AND FENDER
SYSTEMS.
4 GRANITE BLOCK ABUTMENT REMAINS IN PLACE.
5 CONTRACTOR'S LIMIT OF WORK (140,000 SF).
6 REMOVE THE EXISTING FOUR BRIDGE PIERS (15' LONG X 6' WIDE). REFER
TO SPECIFICATIONS SECTION 01 11 00 FOR REQUIRED LIMITS OF
REMOVAL.
7 REMOVE THE EXISTING FIVE CIRCULAR SUPPORTS (5' DIAMETER). REFER
TO SPECIFICATIONS SECTION 01 11 00 FOR REQUIRED LIMITS OF
REMOVAL.
8 FLOATS AND PILES WITHIN THE LIMIT OF WORK WILL BE REMOVED PRIOR
TO THE START OF WORK. SEE SPECIFICATIONS SECTION 01 11 00, 1.1
FOR MORE INFORMATION.
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| 2022-06-08T13:28:17-0400 | |
| THIBODEAU.LEE.P.1501071680 |
| Date2_af_date: 6/8/22 | |
| Date3_af_date: 6/8/2022 | |
| Date4_af_date: 6/15/22 | |
| 2022-06-08T13:39:38-0400 | |
| TESSIER.MATTHEW.E.1377053253 | |
| I am approving this document |
| 2022-06-15T13:38:52-0400 | |
| MARGOLIS.DAVID.I.1228573805 |
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