Bid# 26-27 Lease Area Oyster Reef Plot Augmentation #2

Location: Mississippi
Posted: Mar 2, 2026
Due: Mar 19, 2026
Agency: State Government of Mississippi
Type of Government: State & Local
Category:
  • X - Lease or Rental of Facilities
Solicitation No: 9280-26-R-IFBD-00032
Publication URL: To access bid details, please log in.

Procurement Details

Smart Number 9280-26-R-IFBD-00032 Advertised Date 03/02/2026 12:00 AM
RFx # 3160007916 Submission Date 03/19/2026 2:00 PM
RFx Status Open Major Procurement Category COMMODITIES
RFx Opening Date 03/19/2026 2:00 PM Sub Procurement Category EQUIPMENT - NON-TECHNOLOGY
RFx Type Invitation for Bid
Agency UNIVERSITY OF SOUTHERN MISSISSIPPI
RFx Description Reef Augmentation # 2 for experimental oyster reefs located in the Mississippi Sound

Contact Information
Name Millissa Stork Email millissa.stork@usm.edu
Phone 2288188001 Fax

RFx Items
PRODUCT CATEGORY PRODUCT DESCRIPTION
59563 Rocks, Ornamental

Awarded
VENDOR NAME VENDOR NUMBER AWARD DATE AWARD AMOUNT FUNDING SOURCE

Bid Attachments
Attachments
Bid Coversheet
Attachments
Bid Packet
Attachments
legal ad
Attachments
Specifications

Attachment Preview

Bid # 2627
RFX 3160007916
University of Southern Mississippi
Lease Area Oyster Reef Plot Augmentation #2
1.0 Introduction
The University of Southern Mississippi (USM) Gulf Coast Research Laboratory is seeking to procure a
contractor to augment multiple oyster reef plots within one-acre areas (2 per lease area) within four
50-acre sites, using surficial enhancements of #57 limestone gravel to the designated plots at a time
TBD in the spring-summer of 2026.
2.0 Specifications
2.1 GENERAL PERFORMANCE SPECIFICATIONS
Adherence to timing and precision of gravel applications within delineated plots is critical to the
success of this project. Prescribed quantities of material must be spread evenly across created reef
plots as defined by geolocated maps of the plots to be provided by the project manager. Areas
enclosing plots are defined by GPS coordinates within the NAD83 CRS as specified in Tables 1 and 2
below. The contractor must immediately notify USM project manager of any anticipated deviation
from the specified times and placements of gravel application, and remediation pursued. A quality
control procedure involving side-scan sonar imagery before and after the application period will
ensure specifications were followed.
Vendor should quote the lead time required for obtaining the materials and conducting the work for
the quoted contract. All required materials for the augmentation should be acquired as a one-time
purchase. Required permits have been obtained by the contractee. Sealed bid responses to be
received by 2:00 PM CDT on Thursday, March 19, 2026 (see specifications below).
2.2
REQUIREMENTS
The following specifications are to ensure that the contractor performs the tasks necessary to
satisfy the project’s objectives. Any deviation from the following specifications must be
explained, justified and rectified.
Bidder shall meet or exceed the following specifications:
four 50-acre site areas
o see Figs 1-3, below
o two in western MS Sound and two in Eastern MS Sound
o Geographic coordinates of site areas specified in table 1 below
1
o Eight one-acre bounded pre-existing plots areas per site
six of which contain established base reefs
Base reefs for 24 reef plots were created within one-acre bounded areas
o Within six one-acre areas at each of the four sites
o Base reefs were completed in two phases in spring and summer
of 2024
One site was completed within each region of MS Sound
during each phase
Each base reef plot was constructed using 800 cubic yards
of number 4 limestone gravel
To fulfill this bid, surficial enhancement of the designated reef plots will
be conducted at a time TBD in spring-summer of 2026 (TBD - April-July
2026)
The first augmentation of two plots per area occurred in late May 2025
o The same two plots (plots 5 & 7) within each of the four sites were
augmented during the May 2025 event
The time window for the second augmentation event will be arranged
between contractee and contractor
o Surficial enhancement of 2 of the 6 base reef plots
For the same two plots (plots 3 & 4) within each of the
four sites (See Figs. 4-5 below)
even dispersion of surficial enhancement material across
the reef-plot areas
100 cubic yards of No. 57 limestone per reef plot
The four other base reef plots at each site did not receive
any enhancement during this event
the two control plots lacking base reefs at each site did
not receive any enhancement
o GPS coordinates for individual plot-area boundaries are predetermined
Geo-referenced side-scan profiles of base reef plots within base-reef plot areas
are available from the contractee (e.g., Fig. 5b).
See Tables 1 and 2 below for GPS coordinates for lease areas and reef-plot area
boundaries in NAD83 CRS
Or alternatively, in NAD 83 Mississippi State Plane feet
See Figures 4 and 5 below for layout configurations of reef plot areas and reef
plots within 50-acre sites:
Plot areas (one-acre) arranged near perimeter of 50-acre site areas
o Areas of bare substrate interdigitate with reef- plots
o Independence of treatments is thereby maintained
Reef Material for augmentation
o #57 LIMESTONE GRAVEL particle size = 0.5" 1.0"
Estimated 1 cu yd = 1.2 ton
2
Total particle size range of 3/16 1.5
Gravel largely consists of 3/8 - 1.0range
o To be applied to two reef plots per one-acre plot area (see Tables 1 and 2, and Figs. 4
and 5 below)
o applications of limestone gravel enhancement to be dispersed evenly across existing
base reef profiles
i.e., previous base plots of 800 cubic yards of #4 limestone
deposited within predefined boundaries of 1-acre plot areas
even application of surficial enhancement treatments on existing base reef plots
100 cubic yards of #57 limestone gravel per each reef plot
Plot specifications
o Six plot areas per site have existing base reefs
o Two of the six reef plots at each site will receive the surficial enhancement
i.e., two reef plots per site area will receive surficial enhancements
four site areas × two reef plots = 8 total reef plots to be enhanced for this bid
o Labor and deployment costs:
Surficial enhancement to be deployed in late spring to mid-summer of 2026 (t2)
(see Fig 5)
Reef plots 3 and 4 to be enhanced at each of the four sites
This application constitutes the second surficial enhancement treatment at
designated time, t2
Performance criteria:
o Prescribed quantities of material should be spread evenly across created base reef
plots situated within plot area boundaries
Base reef profiles are roughly doughnut shaped within plot area boundaries
(Fig. 5b)
Barges were tethered to reef plot center and moved around via small
tug while distributing base-reef rocks
Base reefs provide the targets for this augmentation
o Timing of gravel applications should occur within a designated bi-weekly period
o Spatial accuracy of applications to within 10 m of designated reef plot edges
o Contractor must immediately notify USM project manager of any anticipated deviation
from the specified times and placements of gravel application
o A quality control procedure will ensue before and following each application period to
ensure applications adhered to specifications
o Non-compliance with contract specifications subject to nonpayment
3
Table 1. GPS coordinates (CRS = NAD83), for site boundary corners. Subtidal depth ranges for sites:
UEBN = 3-6 feet; UEBS = 5-8 feet; UEPW = 5-6 feet; UEPE = 4-5 feet.
Zone
Bay St. Louis
Bay St. Louis
Bay St. Louis
Bay St. Louis
Bay St. Louis
Bay St. Louis
Bay St. Louis
Bay St. Louis
W Pascagoula R
W Pascagoula R
W Pascagoula R
W Pascagoula R
W Pascagoula R
W Pascagoula R
W Pascagoula R
W Pascagoula R
Lease
Northern
Northern
Northern
Northern
Southern
Southern
Southern
Southern
Eastern
Eastern
Eastern
Eastern
Western
Western
Western
Western
Site
UEBN
UEBN
UEBN
UEBN
UEBS
UEBS
UEBS
UEBS
UEPE
UEPE
UEPE
UEPE
UEPW
UEPW
UEPW
UEPW
Corner
NE
SE
SW
NW
NE
SE
SW
NW
NE
SE
SW
NW
NE
SE
SW
NW
Latitude
30.3050
30.3009
30.3009
30.3050
30.2626
30.2576
30.2576
30.2626
30.3331
30.3289
30.3304
30.3348
30.3383
30.3343
30.3343
30.3383
Longitude
-89.2986
-89.2986
-89.3034
-89.3034
-89.3041
-89.3041
-89.3089
-89.3089
-88.6470
-88.6490
-88.6533
-88.6512
-88.6615
-88.6615
-88.6664
-88.6664
4
Table 2. Specification of coordinates for plot area corner along with their Plot ID numbers and positions within designated site areas
(see figures below) Reef plots are numbered from left to right starting from upper left corner of each site area and going across and
down corners of plot areas: UL upper left; UR upper right; LL lower left; LR - lower right. NA not applicable; Base base reef 800
cubic yards per acre applied in spring and summer of 2024 (~6” base depth) (i.e., at time 0); Second enhancement = 100 cubic yards/acre
application of # 57 limestone gravel (i.e., at time 2) (see diagram below). GPS coordinate reference system (crs) = NAD83. For this bid,
plot numbers 3 and 4 (in bold) are designated for surficial enhancement within each of the four sites.
Zone
Bay St SL
Bay St SL
Bay St SL
Bay St SL
Bay St SL
Bay St SL
Bay St SL
Bay St SL
Bay St SL
Bay St SL
Bay St SL
Bay St SL
Bay St SL
Bay St SL
Bay St SL
Bay St SL
Pascagoula
Pascagoula
Pascagoula
Pascagoula
Pascagoula
Pascagoula
Relative
Postn
Northern
Northern
Northern
Northern
Northern
Northern
Northern
Northern
Southern
Southern
Southern
Southern
Southern
Southern
Southern
Southern
Western
Western
Western
Western
Western
Western
Site
Label
UEBN
UEBN
UEBN
UEBN
UEBN
UEBN
UEBN
UEBN
UEBS
UEBS
UEBS
UEBS
UEBS
UEBS
UEBS
UEBS
UEPW
UEPW
UEPW
UEPW
UEPW
UEPW
Plot
ID
BN-1
BN-2
BN-3
BN-4
BN-5
BN-6
BN-7
BN-8
BS-1
BS-2
BS-3
BS-4
BS-5
BS-6
BS-7
BS-8
PW-1
PW-2
PW-3
PW-4
PW-5
PW-6
Enhancement
Spring
(2025)
NA
NA
NA
NA
YES
NA
YES
NA
NA
NA
NA
NA
YES
NA
YES
NA
NA
NA
NA
NA
YES
NA
UL
Lat
30.304381
30.304381
30.304381
30.303238
30.303238
30.302095
30.302095
30.302095
30.261533
30.261533
30.261533
30.260390
30.260390
30.259247
30.259247
30.259247
30.337731
30.337731
30.337731
30.336588
30.336588
30.335445
UL
Long
-89.302653
-89.301333
-89.300013
-89.302653
-89.300013
-89.302653
-89.301333
-89.300013
-89.308153
-89.306833
-89.305513
-89.308153
-89.305513
-89.308153
-89.306833
-89.305513
-88.665604
-88.664284
-88.662964
-88.665604
-88.662964
-88.665604
UR
Lat
30.304381
30.304381
30.304381
30.303238
30.303238
30.302095
30.302095
30.302095
30.261533
30.261533
30.261533
30.260390
30.260390
30.259247
30.259247
30.259247
30.337731
30.337731
30.337731
30.336588
30.336588
30.335445
UR
Long
-89.301993
-89.300673
-89.299353
-89.301993
-89.299353
-89.301993
-89.300673
-89.299353
-89.307493
-89.306173
-89.304853
-89.307493
-89.304853
-89.307493
-89.306173
-89.304853
-88.664944
-88.663624
-88.662304
-88.664944
-88.662304
-88.664944
LL
Lat
30.303810
30.303810
30.303810
30.302667
30.302667
30.301524
30.301524
30.301524
30.260961
30.260961
30.260961
30.259818
30.259818
30.258675
30.258675
30.258675
30.337159
30.337159
30.337159
30.336016
30.336016
30.334873
LL
Long
-89.302653
-89.301333
-89.300013
-89.302653
-89.300013
-89.302653
-89.301333
-89.300013
-89.308153
-89.306833
-89.305513
-89.308153
-89.305513
-89.308153
-89.306833
-89.305513
-88.665604
-88.664284
-88.662964
-88.665604
-88.662964
-88.665604
LR
Lat
30.303810
30.303810
30.303810
30.302667
30.302667
30.301524
30.301524
30.301524
30.260961
30.260961
30.260961
30.259818
30.259818
30.258675
30.258675
30.258675
30.337159
30.337159
30.337159
30.336016
30.336016
30.334873
LR
Long
-89. 301993
-89.300673
-89.299353
-89.301993
-89.299353
-89.301993
-89.300673
-89.299353
-89.307493
-89.306173
-89.304853
-89.307493
-89.304853
-89.307493
-89.306173
-89.304853
-88.664944
-88.663624
-88.662304
-88.664944
-88.662304
-88.664944
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