W912BU23B0002-AM0002-Dwgs.pdf
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- Attached to
- Beach Nourishment: Brigantine Inlet to Great Egg Harbor Inlet, Brigantine Island, Atlantic County, NJ
- Solicitation number
- W912BU23B0002
About this file
This document contains a solicitation for beach nourishment services along the Atlantic coastline in Brigantine, New Jersey. The U.S. Army Corps of Engineers, Philadelphia District is seeking bids for a firm fixed contract to place approximately 200,000 cubic yards of beachfill along the coastline, with options to add additional quantities between 25,000 and 300,000 cubic yards based on needs and available funding. The services will also include the construction and repair of pedestrian, vehicle, and handicapped dune crossovers, planting of dune grass, and installation of sand fencing. The base contract period of performance is 90 calendar days, and the estimated value of the project is between $10-25 million. The solicitation will only be available online through the System for Award Management website.
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Other files
| File | Type | Posted |
|---|---|---|
| W912BU23B0002_FY23 Periodic Nourishment Brigantine_Abstract-SAM.gov.pdf | ||
| W912BU23B0002-AM0003-Dwgs.pdf | ||
| W912BU23B0002-AM0003-Specs.pdf | ||
| W912BU23B0002-AM0002-Specs.pdf | ||
| W912BU23B0002-AM0001-Dwgs.pdf | ||
| W912BU23B0002-AM0001-Specs.pdf | ||
| Brigantine_Inlet_BA_2022_9column.txt | TXT text file | |
| GDN-NJ202300046-01062023.txt | TXT text file | |
| GDS-NJ20230003-01062023.txt | TXT text file | |
| W912BU23B0002-Specs.pdf | ||
| W912BU23B0002-DWGS.pdf |
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Text version
QUANTITIES - PEDESTRIAN CROSSOVER RECONSTRUCTION
STATION STREET NAME RECONSTRUCTION (SF) SPLIT RAIL FENCE (LF) SAND FENCE (LF)
32+47 8TH STREET N 555 100 85
34+97 7TH STREET N 690 135 85
EXISTING
GROIN
SURVEY & CONSTRUCTION
BASELINE
CWL
EXISTING
GROIN
EXISTING RIPRAP -
(SEE NOTE 7)
STAGING
AREA
CONTRACTOR
ACCESS
MAINTAIN EXISTING
ACCESS
LIMIT OF WORK
STA. 2+00
STA. 30+00
365.74' LT
STA. 25+00
165.80' LT
STA. 20+00
448.75' LT
STA. 15+60
567.00' LT
℄ OF DUNE
BURY
EXISTING
STAIRS
BURY
EXISTING
STAIRS
VEHICULAR
CROSSOVER
N 211275.01 E 532991.34
N 212868.38 E 534072.19
BURY EXISTING STEPS
TOE OF SLOPE
LANDWARD EDGE
OF BERM
EXISTING
RAMP
BULKHEAD
(SEE NOTE 11)
STA. 30+00
31.13' LT
CONTRACTOR
WORK LIMIT
DUNE RECONSTRUCTION
(TYP)
REPLACE "CAUTION"
SIGN (TYP)
STA. 27+67
31.64' LT
X X X X X X X
TEMPORARY SAFETY
FENCE
PEDESTRIAN CROSSOVER
RECONSTRUCTION (TYP)
BEGIN TEMPORARY SAFETY FENCE
STA. 2+00 OFFSET 109 FEET LEFT
END TEMPORARY SAFETY FENCE
STA. 9+30 OFFSET 84 FEET LEFT
DUNE RECONSTRUCTION
STATION SAND (CY) DUNE GRASS 18" (SF) SAND FENCE (LF)
27+67 TO 30+07 3290 1150 260
30+17 TO 32+57 3290 1105 250
32+67 TO 35+04 1900 1050 230
STA. 10+00
387.00' LT
STA. 2+00
115.45' LT
BASE BID AND OPTIONS LIMIT
STA. 2+00 TO STA. 50+00
0+00 1+00
2+00 3+00
4+00 5+00
6+00 7+00
8+00 9+00
10+00 11+00
12+00 13+00
14+00 15+00
16+00 17+00
18+00 19+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+00
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C-102
PHILADELPHIA
1. LOCATION AND TEMPLATE OF BEACHFILL AT BRIGANTINE ISLAND MAY BE REVISED BY THE CONTRACTING OFFICER AFTER THE PRE-PLACEMENT CONDITION
SURVEYS ARE RECEIVED FROM THE CONTRACTOR.
2. FOR SURVEY AND CONSTRUCTION BASELINE CONTROL AND CONTRACTOR WORK LIMIT TURN POINTS, SEE SHEET C-101.
3. THE AREA OF THE CROSSOVER REPAIR IS ESTIMATED AND THE FINAL QUANTITY SHALL BE DETERMINED USING DIMENSIONS OF THE WORK COMPLETED AT EACH LOCATION. THE REPAIR INCLUDES MISSING OR DAMAGED FENCE ADJACENT TO THE REPAIR, SEE TABLE FOR SEPARATE ITEM BY LINEAR FEET
QUANTIFIED IN THE TABLE ON THIS SHEET.
4. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.
5. FOR TYPICAL SECTIONS, SEE SHEET C-301 AND FOR ENLARGED PLAN VIEW OF CROSSOVER SEE SHEET C-401.
6. THE LOCATION OF THE LANDWARD EDGE OF BERM IS APPROXIMATE. EXACT LOCATION OF LANDWARD EDGE OF BERM VARIES WITH EXISTING GROUND.
7. RIPRAP EXISTS AT THE BASE OF THE EXISTING BULKHEAD AND WALKWAY THROUGHOUT THE ENTIRE LENGTH, HOWEVER, AT THE TIME OF SURVEYS ONLY
WHAT IS SHOWN WAS EXPOSED.
8. SAND FENCE IS TO BE CONSTRUCTED ON THE SEAWARD TOE OF DUNE REPAIR AREAS AND ALONG BOTH SIDES OF THE PEDESTRIAN CROSSOVER REPAIR
AREAS.
9. ALL DUNE AND CROSSOVER CONSTRUCTION IS TO BE DONE SEAWARD OF THE DUNE ℄ UNLESS OTHERWISE DIRECT BY CONTRACTING OFFICER.
10. ALL STAGING AND ACCESS AREAS SHALL BE RESTORED TO THE ORIGINAL OR BETTER CONDITION IF DAMAGED.
11. APPROXIMATE LOCATION OF EXPOSED BULKHEAD.
12. WHEN ACCESSING THE CONTRACTOR ACCESS POINT WITH HEAVY EQUIPMENT, KTR MUST CLOSE THE ACCESS FROM PUBLIC VEHICULAR ACCESS. WHEN PUBLIC VEHICLES ARE WAITING TO ACCESS THE BEACH, CLOSURES MUST BE NO LONGER THAN 30 MINUTES BEFORE ALLOWING PUBLIC ACCESS THROUGH
THIS POINT. LONGER CLOSURES MUST BE COORDINATED WITH THE COR 2-DAYS IN ADVANCE.
13. INSTALL ORANGE SAFETY FENCING TO ALLOW PUBLIC VEHICULAR ACCESS TO THE NORTHERN NATURAL AREA. THE LOCATION SHOULD BE FIELD VERIFIED WITH THE COR. KTR SHALL GRADE THE AREA ONCE PER WEEK TO REMOVE ANY RUTS OR AS DIRECTED BY THE COR.
14. SEE SHEET C-301 FOR DUNE RECONSTRUCTION AND DUNE CROSSOVER RECONSTRUCTION DETAILS. PARTIAL RECONSTRUCTION IS REQUIRED. SEE TABLE ON THE PLAN SHEET FOR QUANTITIES OF REQUIRED MATERIAL WHICH INCLUDE ,SAND, SAND FENCE, SPLIT RAIL FENCE, I-5 AND GEOTEXTILE.
NOTES:
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1 PLAN - STA. 0+00 TO STA. 33+031 PLAN - STA. 0+00 TO STA. 33+03
a a b b b ab
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