| Agency: | State Government of Mississippi |
|---|---|
| State: | Mississippi |
| Type of Government: | State & Local |
| NAICS Category: |
|
| Posted Date: | Jul 2, 2026 |
| Due Date: | Jul 21, 2026 |
| Solicitation No: | 45-20260602095226 BSPC |
| Original Source: | Please Login to View Page |
| Contact information: | Please Login to View Page |
| Bid Documents: | Please Login to View Page |
Procurement Details
| Smart Number | 45-20260602095226 BSPC | Advertised Date | 07/02/2026 10:00 PM |
| RFx # | 3170036141 | Submission Date | 07/21/2026 10:00 AM |
| RFx Status | Open | Major Procurement Category | CONSTRUCTION |
| RFx Opening Date | N/A | Sub Procurement Category | CONSTRUCTION - SERVICES |
| RFx Type | MDA - RFx | ||
| Agency | MPTAP | ||
| RFx Description |
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 const |
||
| PRODUCT CATEGORY | PRODUCT DESCRIPTION |
| 91313 | Serv ConstHeavyBrid |
| VENDOR NAME | VENDOR NUMBER | AWARD DATE | AWARD AMOUNT | FUNDING SOURCE |
|
Attachments
Section 900 revised.pdf |
Version 4.3.26
OFFICE OF STATE AID ROAD CONSTRUCTION (OSARC)
AND
COUNTY BOARD OF SUPERVISORS
SECTION 900
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
ROADWAY ITEMS: QUANTITY UNIT
Mobilization 1.000 LS
Clearing and Grubbing 1.000 LS
Removal of Precast Bridge at Station 15+17 1.000 UN
Removal of Pavement 2,820.000 SY
Removal of Pipe (All Sizes) 320.000 LF
Unclassified Excavation (FM) 1,390.000 CY
Borrow Excavation (Contractor-Furnished FME, Class 9-8) 1,310.000 CY
Channel Excavation (FM) 2,220.000 CY
Structure Excavation 130.000 CY
Granular Material LVM, (Class 5, Group B) 2,945.000 CY
Crushed Stone 610 775.000 TON
Size II Stabilizer Aggregate, Coarse 50.000 CY
Class "B" Structural Concrete, Minor Structures 0.498 CY
18" Reinforced Concrete Pipe, Class III 72.000 LF
36" Reinforced Concrete Pipe, Class III 80.000 LF
18" Reinforced Concrete Pipe, End Section 4.000 EA
36" Reinforced Concrete Pipe, End Section 4.000 EA
Right-of-Way Markers (Type I) 26.000 EA
Maintenance of Traffic 1.000 LS
Additional Construction Signs 0.000 SF
Reflectorized Traffic Object Marker (Encapsulated Lens) (Type 3) 8.000 EA
EROSION CONTROL ITEMS: QUANTITY UNIT
Agricultural Limestone 5.000 TON
Commercial Fertilizer (13-13-13) 2.500 TON
Seeding 2.500 AC
Vegetative Materials for Mulch 7.500 TON
Solid Sodding 200.000 SY
Excelsior Blanket 700.000 SY
Temporary Silt Fence (Type II) (AOS 0.15-0.84) 3,300.000 LF
Wattles, 20" 660.000 LF
Loose Riprap, 200 Lb. 150.000 TON
Printed 5/5/2026 @ 2:29 PM Page 1 of 3 LSBP-56(12)
Version 4.3.26
Loose Riprap, 300 Lb. 75.000 TON
Geotextile under Bridge Abutment Non-Woven, Type V, AOS <0.43 200.000 SY
Geotextile under Riprap Non-Woven, Type V, AOS <0.43 300.000 SY
BRIDGE - SITE A ITEMS: QUANTITY UNIT
Test Pile, 14" Prestressed Concrete 2.000 EA
Conventional Static Pile Load Test 0.000 EA
14" Prestressed Concrete Piling 590.000 LF
18" Preformed Pile Hole 180.000 LF
19' Precast Concrete Slab Unit, 3'-6" Interior, 30 degrees Skew, Left Fwd. 6.000 EA
31' Precast Concrete Slab Unit, 3'-6" Interior, 30 degrees Skew, Left Fwd. 18.000 EA
19' Precast Concrete Slab Unit, Curb, 30 degrees Skew, Left Fwd. 2.000 EA
31' Precast Concrete Slab Unit, Curb, 30 degrees Skew, Left Fwd. 6.000 EA
Beam-Type Railing with Concrete and Steel Posts 224.000 LF
33'-6" Precast Concrete Cap, Intermediate Unit, Concrete Pile, 30 degrees Skew, Left Fwd. 3.000 EA
33'-6" Precast Concrete Cap, End Unit, Concrete Pile, 30 degrees Skew, Left Fwd. 2.000 EA
9.33' Precast Concrete Wing 4.000 EA
Loose Riprap, 300 Lb. 87.000 TON
Geotextile under Riprap Non-Woven, Type V, AOS <0.43 232.000 SY
BRIDGE - SITE B ITEMS: QUANTITY UNIT
Test Pile, 14" Prestressed Concrete 2.000 EA
Conventional Static Pile Load Test 0.000 EA
14" Prestressed Concrete Piling 590.000 LF
18" Preformed Pile Hole 180.000 LF
19' Precast Concrete Slab Unit, 3'-6" Interior 6.000 EA
31' Precast Concrete Slab Unit, 3'-6" Interior 18.000 EA
19' Precast Concrete Slab Unit, Curb 2.000 EA
31' Precast Concrete Slab Unit, Curb 6.000 EA
Beam-Type Railing with Concrete and Steel Posts 224.000 LF
29' Precast Concrete Cap, Intermediate Unit, Concrete Pile 3.000 EA
29' Precast Concrete Cap, End Unit, Concrete Pile 2.000 EA
7.5' Precast Concrete Wing 4.000 EA
Loose Riprap, 300 Lb. 86.000 TON
Geotextile under Riprap Non-Woven, Type V, AOS <0.43 190.000 SY
PROJECT NO. LSBP-56(12)
Perry 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.
Printed 5/5/2026 @ 2:29 PM Page 2 of 3 LSBP-56(12)
Version 4.3.26
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.
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
Printed 5/5/2026 @ 2:29 PM Page 3 of 3 LSBP-56(12)
With Free Trial, you can:
You will have a full access to bids, website, and receive daily bid report via email and web.
Procurement Details Smart Number 121-20260710104638 BSLC Advertised Date 07/22/2026 5:30 PM RFx #
State Government of Mississippi
Bid Due: 8/19/2026
Follow Water Tank Storage (AM02) Active Contract Opportunity Notice ID W9127826RA059 Related Notice
DEPT OF DEFENSE
Bid Due: 7/30/2026
Follow AMENDMENT 0001 | SOLICITATION | Y1DZ | DESIGN -BUILD | 36C25626R0072 |
VETERANS AFFAIRS, DEPARTMENT OF
Bid Due: 8/05/2026
Follow TATE COUNTY, MISSISSIPPI, MISSISSIPPI DELTA HEADWATERS PROJECT, LD-23-02 Active Contract Opportunity Notice
DEPT OF DEFENSE
Bid Due: 8/05/2026