Version 4.3.26

ROADWAY ITEMS: QUANTITY UNIT

LS1.000

LS1.000

UN1.000

SY2,820.000

LF320.000

CY1,390.000

CY1,310.000

CY2,220.000

CY130.000

CY2,945.000

TON775.000

CY50.000

CY0.498

LF72.000

LF80.000

EA4.000

EA4.000

EA26.000

LS1.000

SF0.000

EA8.000

EROSION CONTROL ITEMS: QUANTITY UNIT

TON5.000

TON2.500

AC2.500

TON7.500

SY200.000

SY700.000

LF3,300.000

LF660.000

TON150.000

Wattles, 20" Loose Riprap, 200 Lb.

Seeding Vegetative Materials for Mulch Solid Sodding Excelsior Blanket Temporary Silt Fence (Type II) (AOS 0.15-0.84)

Maintenance of Traffic Additional Construction Signs Reflectorized Traffic Object Marker (Encapsulated Lens) (Type 3)

Agricultural Limestone Commercial Fertilizer (13-13-13)

18" Reinforced Concrete Pipe, Class III 36" Reinforced Concrete Pipe, Class III 18" Reinforced Concrete Pipe, End Section 36" Reinforced Concrete Pipe, End Section Right-of-Way Markers (Type I)

Structure Excavation Granular Material LVM, (Class 5, Group B) Crushed Stone 610 Size II Stabilizer Aggregate, Coarse Class "B" Structural Concrete, Minor Structures

Removal of Pavement Removal of Pipe (All Sizes) Unclassified Excavation (FM) Borrow Excavation (Contractor-Furnished FME, Class 9-8) Channel Excavation (FM)

NOTICE TO CONTRACTORS:

Sealed bids will be received by the Board of Supervisors of Perry County Mississippi at the Perry County Board of Supervisors, New Augusta, Mississippi, until 10:00 a.m. on the 21st day of July, 2026 and shortly thereafter publicly opened for the construction of 0.302 miles of BRIDGE and APPROACHES on the Site "A" & Site "B" being known as Local System Bridge Program (LSBP) Project No. LSBP-56(12) in Perry County Mississippi.

PRINCIPAL ITEMS OF WORK ARE APPROXIMATELY AS FOLLOWS

Mobilization Clearing and Grubbing Removal of Precast Bridge at Station 15+17

SECTION 900

OFFICE OF STATE AID ROAD CONSTRUCTION (OSARC)

AND

COUNTY BOARD OF SUPERVISORS

LSBP-56(12)Page 1 of 3Printed 5/5/2026 @ 2:29 PM

75.000 TON

200.000 SY

300.000 SY

BRIDGE - SITE A ITEMS: QUANTITY UNIT

2.000 EA

0.000 EA

590.000 LF

180.000 LF

6.000 EA

18.000 EA

2.000 EA

6.000 EA

224.000 LF

3.000 EA

2.000 EA

4.000 EA

87.000 TON

232.000 SY

BRIDGE - SITE B ITEMS: QUANTITY UNIT

2.000 EA

0.000 EA

590.000 LF

180.000 LF

6.000 EA

18.000 EA

2.000 EA

6.000 EA

224.000 LF

3.000 EA

2.000 EA

4.000 EA

86.000 TON

190.000 SY

LSBP-56(12)

COUNTY

NOTICE TO CONTRACTORS:

CONTRACT TIME: 100 Working Days

The award, if made, will be made to the lowest qualified bidder on the basis of published quantities.

The Board of Supervisors hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement; minority business enterprise will be afforded 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.

7.5' Precast Concrete Wing Loose Riprap, 300 Lb.

Geotextile under Riprap Non-Woven, Type V, AOS <0.43

PROJECT NO.

Perry

19' Precast Concrete Slab Unit, Curb 31' Precast Concrete Slab Unit, Curb Beam-Type Railing with Concrete and Steel Posts 29' Precast Concrete Cap, Intermediate Unit, Concrete Pile 29' Precast Concrete Cap, End Unit, Concrete Pile

Conventional Static Pile Load Test 14" Prestressed Concrete Piling 18” Preformed Pile Hole 19' Precast Concrete Slab Unit, 3'-6" Interior 31' Precast Concrete Slab Unit, 3'-6" Interior

33'-6" Precast Concrete Cap, End Unit, Concrete Pile, 30° Skew, Left Fwd.

9.33' Precast Concrete Wing Loose Riprap, 300 Lb.

Geotextile under Riprap Non-Woven, Type V, AOS <0.43

Test Pile, 14" Prestressed Concrete

31' Precast Concrete Slab Unit, 3'-6" Interior, 30° Skew, Left Fwd.

19' Precast Concrete Slab Unit, Curb, 30° Skew, Left Fwd.

31' Precast Concrete Slab Unit, Curb, 30° Skew, Left Fwd.

Beam-Type Railing with Concrete and Steel Posts 33'-6" Precast Concrete Cap, Intermediate Unit, Concrete Pile, 30° Skew, Left Fwd.

Test Pile, 14" Prestressed Concrete Conventional Static Pile Load Test 14" Prestressed Concrete Piling 18” Preformed Pile Hole 19' Precast Concrete Slab Unit, 3'-6" Interior, 30° Skew, Left Fwd.

Loose Riprap, 300 Lb.

Geotextile under Bridge Abutment Non-Woven, Type V, AOS <0.43 Geotextile under Riprap Non-Woven, Type V, AOS <0.43

Printed 5/5/2026 @ 2:29 PM Page 2 of 3 LSBP-56(12)

Certified check or bid bond for five percent (5%) of the total bid, made payable to Perry County and the State of Mississippi must accompany each proposal.

Bidders are hereby notified that any proposal accompanied by letters qualifying in any manner the condition under which the proposal is tendered will be considered an irregular bid and such proposal will not be considered in making the award.

Kevin Shows, President Perry County Board of Supervisors

PLANS AND SPECIFICATIONS are on file in the Office of the Chancery Clerk of Perry County, Jason T. Lamb, P.E. , the LSBP Engineer's office and the Office of the State Aid Engineer, 412 E. Woodrow Wilson Avenue, Jackson, Mississippi. This project shall be constructed in accordance with the latest edition of the Mississippi Standard Specifications for State Aid Road and Bridge Construction.

Plans and Proposals are being made available via paper or digital copy. Plan Holders are required to log-in or register for an account to view or order bid documents at www.twaplanroom.com. For questions regarding website registration and online orders, please contact Plan House at 601-336-6378.

All Proposals shall be submitted on Bid Forms provided with the specifications. Bids may be submitted in person, or for those interested, bids can be electronically submitted at www.twaplanroom.com under the project page. No oral, telegraphic, telephonic, or e-mail proposals will be considered. Bids will be accepted only under the name of the Bidder to whom PLANS AND PROPOSALS have been issued by the County Engineer, and whose name appears on the official list of planholders maintained by the County Engineer.

LSBP-56(12)Page 3 of 3Printed 5/5/2026 @ 2:29 PM angela Typewriter Publish Dates: June 11, 2026 June 18, 2026