C-203.pdf
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- Solicitation number
- W912DS24B0014
About this file
This document appears to be a construction contract solicitation for the Port Monmouth Hurricane and Storm Damage Reduction Project, Phase II, Contract 4B, issued by the U.S. Army Corps of Engineers, New York District.
The solicitation seeks a firm-fixed-price construction contract for approximately 1,521 LF of floodwall, 1,040 LF of levee, and other associated work such as material hauling and disposal, borrow material, road closure gates, and steel pile installation. The project is estimated to cost between $50-75 million and will be acquired as a Small Business Set-Aside. The solicitation is anticipated to be issued on or about May 10, 2024, with bids due approximately 30 days later. The base period of performance is 1,300 calendar days from the Notice to Proceed date. The applicable NAICS code is 237990, with a $45 million small business size standard. All bid submissions will be electronic through the Contract Opportunities website at www.sam.gov.
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Text version
A v e
A v e 18" RCP
SLOPE FACE
SLOPE FACE; OVERBUILD TRM BEYOND
INSTALL TRM ALONG SWALE BOTTOM,
SLOPE FACE
SLOPE FACE; OVERBUILD TRM BEYOND
INSTALL TRM ALONG SWALE BOTTOM,
BOTTOM AND SLOPE FACE
RIPRAP ALONG SWALE
BOTTOM AND SLOPE FACE
RIPRAP ALONG SWALE
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2+30
2+38
(TIE INTO EXIST. EL 0.0')
SWALE CENTERLINE
BACKFILL LIMITS (TYP.)
OVER EXCAVATION AND
TEMPORARY EASEMENTS
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
.3
.3
.3
18"
R=12"
46"
27"
11.25ft
CL
CL
D =1
NOT TO SCALE
NOT TO SCALE
20'
SCALE:1"= 10'
0 10'THREE 18" RCP CULVERTS AT CAMPBELL AVENUE - PROFILE
DISPOSED OF OFFSITE.
3. MATERIAL RECOVERED FROM THE OVER EXCAVATION SITE MUST BE
IN THE CULVERT OVER EXCAVATION AND BACKFILL AREA.
2. SEE SHEET S-522 FOR SOE (SUPPORT OF EXCAVATION) REQUIREMENTS
1. SEE SHEET C-503 FOR TRM TYPICAL SECTION AND PROFILE DETAILS.
NOTE:
THREE 18" RCP CULVERTS AT CAMPBELL AVENUE - PLAN 20'
SCALE:1"= 10'
0 10'
FLARED END SECTION - ELEVATION
FLARED END SECTION - PLAN VIEW
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WATER LINE
4" GAS LINE
OVER EXCAVATION & BACKFILL LIMITS (TYP.)
INV -14.0' (BOT OF EXCAVATION)
-10
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0+00 0+50 1+00 1+50 2+00 2+400+10 0+20 0+30 0+40 0+60 0+70 0+80 0+90 1+10 1+20 1+30 1+40 1+60 1+70 1+80 1+90 2+10 2+20 2+30
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(TIE INTO EXIST. EL 0.0')
SWALE CENTERLINE
(PER AS-BUILTS)
WINGWALL
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