SECTION 900 - ADVERTISEMENT
WASHINGTON COUNTY, MISSISSIPPI
Project No. CRSA-0616-00(004)/109114-701000
The Washington County Board of Supervisors, Washington County, Mississippi, will receive bids for the
bridge replacement and approaches along Winterville-Priscilla Road for a total project length of 0.057 mile,
Project No. CRSA-0616-00(004)/109114-701000 no later than 11:00 a.m., Local Time, January 30, 2026
at the Washington County Courthouse, Chancery Clerk’s Office located at 900 Washington Avenue,
Greenville, Mississippi. All bids so received will be publicly opened and read aloud.
The work shall consist essentially of the following items:
Removal and reconstruction of a precast concrete bridge along with improvements to the approach
roadway.
The above general outline of features of the work does not in any way limit the responsibility of the contractor
to perform all work and furnish all plant, labor, equipment and materials required by the specifications and
the drawings referred to therein.
The attention of bidders is directed to the Contract Provisions governing selection and employment of labor.
Minimum wage rates for Federal-Aid projects have been predetermined by the Secretary of Labor and are
subject to Public Law 87-581 Work Hours Act of 1962, as set forth in the Contract Provisions.
The Washington County Board of Supervisors hereby notifies all Bidders that it will affirmatively insure that
in any contract entered into pursuant to this advertisement, disadvantaged and women’s business
enterprises will be afforded the full opportunity to submit bids in response to this invitation and will not be
discriminated against on the grounds of race, color, or national origin in consideration for an award.
The contract Documents are on file and may be examined at the following locations:
1. Washington County Courthouse, Office of the Chancery Clerk900 Washington Avenue,
Greenville, MS 38701
2. Hooker Engineering Services, Inc., 1000 Washington Avenue, Greenville, MS 38701
Each bid shall be accompanied by a Cashier’s check, Certified Check on a solvent bank or a Bidder’s Bond
issued by a Surety Company licensed to operate in the State of Mississippi, in the amount of five percent
(5%) of the total bid price, payable to the Washington County Board of Supervisors as bid security. Bidders
shall also submit a current financial statement, if requested by the County. The successful bidder will be
required to furnish a Performance Bond and a Payment bond each in the amount of one hundred percent
(100%) of the contract amount.
The proposal and contract documents in its entirety shall be submitted in a sealed envelope and deposited
with the Washington County Chancery Clerk, 900 Washington Avenue, Greenville, Mississippi 38701 prior to
the hour and date above designated.
Printed copies of the Bidding Documents may be obtained from Hooker Engineering Services, Inc., 1000
Washington Avenue, Greenville, MS 38701, 662-334-1865, by paying a non-refundable deposit of $125.00
for each set. Cost does not include shipping charges. Upon receipt of payment, printed Bidding Documents
will be sent via the prospective Bidder’s delivery service. The shipping charge amount will depend on the
shipping method chosen.
For this project bids will also be received and accepted via the online electronic bid service through
QuestCDN.com. Bidding documents can be downloaded under QuestCDN Project #10001881 at
www.questcdn.com for a non-refundable charge of $42.00. Contact QuestCDN.com at 956-233-1632 or
Section 901 - Page 1 of 2
SECTION 900 - ADVERTISEMENT
WASHINGTON COUNTY, MISSISSIPPI
Project No. CRSA-0616-00(004)/109114-701000
info@questcdn.com for assistance in free membership, viewing or downloading this digital project
information. Online bidding will not be available until three (3) days prior to bid date.
Work to be performed shall be in accordance with the “Mississippi Standard Specifications for State Aid
Road and Bridge Construction, 2004”, together with all amendments and/or special provisions and/or
addenda to the standards duly approved and adopted, unless otherwise noted in these specifications.
The attention of Bidders is directed to the provisions of Subsection S-102.07 pertaining to irregular
proposals and rejection of bids.
PUBLISH: December 31, 2025 and January 7, 2026.
Section 901 - Page 2 of 2
SECTION 902 PROPOSAL (Bid Sheet No. 2-1)
PROJECT NUMBER: CRSA-0616-00(004)/109114-701000
COUNTY: WASHINGTON
PROJECT DESCRIPTION: Bridge replacement and approaches
I (We) agree to complete the entire project within 120 Working Days.
*** SPECIAL NOTICE TO BIDDERS ***
BIDS WILL NOT BE CONSIDERED UNLESS BOTH UNIT PRICES AND ITEM TOTALS ARE ENTERED.
BIDS WILL NOT BE CONSIDERED UNLESS THE BID CERTIFICATE LOCATED AT THE END OF THE BID SHEETS IS SIGNED
LINE
NO.
PAY ITEM
NO.
PLAN
QUANTITY
UNIT
BID SCHEDULE
DESCRIPTION
ROADWAY ITEMS
UNIT PRICE
ITEM TOTAL
10 S-200-A
1
LS MOBILIZATION
XXXXXXXXXX
20 S-201-A
1
LS CLEARING AND GRUBBING
XXXXXXXXXX
30 S-202-B
1
Unit REMOVAL OF PRECAST BRIDGE (14+97)(3@19' x 25' WIDE)
XXXXXXXXXX
40 S-202-D
510
SY REMOVAL OF PAVEMENT
50 S-202-E
35
LF REMOVAL OF PIPE (ALL SIZES)
60 S-203-A
10
CY UNCLASSIFIED EXCAVATION (FM)
70 S-203-E1
300
CY BORROW EXCAVATION (FME) (CONTRACTOR FURNISHED)(CLASS 9)
80 S-203-F
260
CY CHANNEL EXCAVATION (FM)
90 S-304-D
500
Ton CRUSHED STONE 825 B
100 S-403-A
75
Ton HOT MIX ASPHALT, ST, 12.5 mm
110 S-403-A
110
Ton HOT MIX ASPHALT, ST, 19 mm
120 S-603-M-A
40
LF 48" POLYMERIC COATED CORR. METAL PIPE, 14 GAGE, 3" CORRUGATION
130 S-606-B
37.5
LF GUARD RAIL, "W" BEAM, COMPLETE-IN-PLACE
140 S-606-C
6.25
LF GUARD RAIL, CABLE ANCHOR, TYPE 1
150 S-606-D
4
EA GUARD RAIL, BRIDGE END SECTION, TYPE "G", "W" BEAM
160 S-606-E
3
EA GUARD RAIL, TERMINAL END SECTIONS
SECTION 902 PROPOSAL (Bid Sheet No. 2-2)
PROJECT NUMBER: CRSA-0616-00(004)/109114-701000
COUNTY: WASHINGTON
PROJECT DESCRIPTION: Bridge replacement and approaches
170 S-617-A
180 S-618-A
190 S-618-B
200 S-621-C
210 S-621-E-A
220 S-630-C
4
1
0
0.114
600
4
EA RIGHT OF WAY MARKERS (TYPE II)
LS MAINTENANCE OF TRAFFIC
SF ADDITIONAL CONSTRUCTION SIGNS
MI 4" WIDE THERMOPLASTICE EDGE STRIPE (CONTINUOUS WHITE)(60 MIL)
LF 4" WIDE THERMOPLASTIC TRAFFIC STRIPE (CONTINUOUS YELLOW)(90 MIL)
EA REFLECTORIZED TRAFFIC OBJECT MARKER (ENCAPSULATED LENS)(TYPE 3)
Subtotal Roadway Items
XXXXXXXXXX
230 901-S-212-A 1.10
240 S-212-B
0.55
250 S-214-A
0.55
260 S-215-A
1.6
270 S-233-A
635
280 237-A
300
290 S-815-B
262
300 S-815-E
262
EROSION CONTROL ITEMS
Ton AGRICULTURAL LIMESTONE
Ton COMMERCIAL FERTILIZER (13:13:13)
AC SEEDING
Ton VEGETATIVE MATERIALS FOR MULCH
LF TEMPORARY SILT FENCE (TYPE II) (AOS 0.15 - 0.84)
LF WATTLES, 20"
SY GROUTED RIPRAP
SY GEOTEXTILE UNDER RIPRAP, TYPE V, NON-WOVEN, AOS<0.43
Subtotal Erosion Control Items
SECTION 902 PROPOSAL (Bid Sheet No. 2-3)
PROJECT NUMBER: CRSA-0616-00(004)/109114-701000
COUNTY: WASHINGTON
PROJECT DESCRIPTION: Bridge replacement and approaches
310 S-803-A
320 S-803-B
330 S-803-C
340 S-803-F
350 S-804-A
360 S-805-A
370 S-806-D
380 S-806-D
390 S-806-D
400 S-806-D
410 S-806-F
420 S-806-F
430 S-806-G
440 S-815-A
450 S-815-E
2
1
940
200
60
10100
8
4
4
2
4
2
138
175
350
BRIDGE ITEMS
EA TEST PILE
EA CONVENTIONAL STATIC PILE LOAD TEST
LF 18" PRESTRESSED CONCRETE PILING
LF 22" PRE-FORMED PILE HOLE
CY BRIDGE CONCRETE, CLASS A
LB REINFORCING STEEL
EA 19' PRECAST CONCRETE SLAB UNIT, 3.5' INTERIOR, 30° SKEW, LT. FWD.
EA 19' PRECAST CONCRETE SLAB UNIT, 4.5' INTERIOR, 30° SKEW, LT. FWD.
EA 31' PRECAST CONCRETE SLAB UNIT, 3.5' INTERIOR, 30° SKEW, LT. FWD.
EA 31' PRECAST CONCRETE SLAB UNIT, 4.5' INTERIOR, 30° SKEW, LT. FWD.
EA 19' PRECAST CONCRETE SLAB UNIT, 3.5' EXTERIOR, 30° SKEW, LT. FWD.
EA 31' PRECAST CONCRETE SLAB UNIT, 3.5' EXTERIOR, 30° SKEW, LT. FWD.
LF PRECAST CONCRETE BARRIER RAIL
Ton LOOSE RIPRAP, 300 LB
SY GEOTEXTILE UNDER RIPRAP, TYPE V, NON-WOVEN, AOS<0.43
Subtotal Bridge Items
TOTAL
This is the opportunity summary page. It provides an overview of this opportunity and a preview of the attached documentation.