NW District, St. Joseph Regional Port Authority, Furnishing and installing...

Location:	Missouri
Posted:	Jun 5, 2026
Due:	Jul 8, 2026
Agency:	Missouri Department of Transportation(MDOT)
Type of Government:	State & Local
Category:	S - Utilities and Training Services
Publication URL:	To access bid details, please log in.

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INVITATION TO BID

Sealed proposals, addressed to:

St. Joseph Regional Port Authority

3003 Frederick Avenue

St. Joseph, Missouri 64506

and endorsed "Proposal" for providing Commodities Blending and Storage. Sealed proposals and bids

will be received by St. Joseph Regional Port Authority until 10:00 a.m. (Prevailing Local Time) on

Wednesday, July 8th, 2026, at the office of the St. Joseph Chamber of Commerce, 3003 Frederick

Avenue, St. Joseph, Missouri 64506, and at that time will be publicly opened and read.

The proposed work includes, but not limited to:

Furnishing and installing a 14’x45’ hopper bin, overhead conveyor and catwalk, under bin

mixer, and loadout conveyor as shown in the plans and detailed in the specifications.

Additionally, a 60’x120’ hoop structure building with precast walls and concrete slab shall

be furnished and installed as shown in the plans and specifications.

Special Needs: If you have special needs addressed by the Americans with Disabilities Act, please

notify the St. Joseph Chamber of Commerce, at (816) 364-4110 or through Missouri Relay System,

TDD 7-1-1, at least five (5) working days prior to the bid opening you plan to attend.

The wage rates applicable to this project have been predetermined as required by the law and are set

forth in the bid proposal.

A Pre-Bid conference will be held at the St. Joseph Regional Port Authority located at 1616

Stockyards Expressway, St. Joseph, Missouri 64501 on Wednesday, June 24th, 2026, at 10:00 a.m.

Pre-Bid is not mandatory but is highly encouraged.

The St. Joseph Regional Port Authority hereby notifies all bidders that it will affirmatively ensure that

in any contract entered into pursuant to this advertisement, businesses owned and controlled by

socially and economically disadvantaged individuals 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,

religion, creed, sex, age, ancestry, or national origin in consideration for an award.

Plans and specifications may be inspected at the St. Joseph Regional Port Authority and complete

instructions of bidders and proposal blanks may be obtained from Snyder & Associates at 802 Francis,

St. Joseph, MO 64506 (816.364.5222) upon the receipt of Forty dollars ($40.00). Payment is non-

refundable. Only contractors who have paid for plans and specifications and are listed on the plan

holders list will be eligible to bid.

Missouri Law, 292.675 RSMO, requires the awarded Contractor and its subcontractor(s) to provide a

ten-hour occupational safety and health administration (OSHA) construction safety program (or a

similar program approved by the Missouri Department of Labor and Industrial Relations as a qualified

substitute) for their on-site employees (laborers, workmen, drivers, equipment operators, and

craftsmen) who have not previously completed such a program and are directly engaged in actual

construction of the improvement (or working at a nearby or adjacent facility used for construction of

the improvement).

The awarded Contractor and its subcontractor(s) shall require all such employees to complete this ten-

hour program, pursuant to 292.675 RSMO, unless they hold documentation on their prior completion

of said program. Penalties for non-compliance include Contractor forfeiture to the Missouri

Highways and Transportation Commission in the amount of $2,500, plus $100 per Contractor and

sub-contractor employee for each calendar day such employee is employed beyond the elapsed time

period for required program completion under 292.675 RSMO.

The project will be awarded to the lowest, responsive, responsible bidder. Bidders must be on

MoDOT’s pre-approved contractor list.

Proposals must be on forms provided in the Specifications and Contract Documents. The right is

reserved to reject any or all bids.

ST. JOSEPH REGIONAL PORT AUTHORITY

3003 FREDERICK AVENUE

ST. JOSEPH, MO 64506

Date: 6/5/2026

CONSTRUCTION PLANS

FOR

CITY OF ST. JOSEPH PORT AUTHORITY

COMMODITIES BLENDING AND STORAGE

CITY OF ST. JOSEPH

BUCHANAN COUNTY, MISSOURI

OWNER:

SAINT JOSEPH REGIONAL

PORT AUTHORITY

3003 FREDERICK AVENUE

ST. JOSEPH, MO 64506

(816) 364-4110

ENGINEER:

SNYDER & ASSOCIATES

802 FRANCIS STREET

ST. JOSEPH, MO 64501

(816) 364-5222

PROJECT LOCATION

Index of Sheets

Sheet Number

Sheet Title

C1.0 TITLE SHEET

C1.1 GENERAL NOTES AND QUANTITIES

C2.0 EXISTING CONDITIONS

C3.0 PROPOSED IMPROVEMENTS

C3.1 IMPROVEMENT DETAILS

C4.0 BIN AND CONVEYOR PROFILE

C4.1 BIN AND CONVEYOR PROFILE

C5.0 HOOP STRUCTURE NOTES

C5.1 HOOP STRUCTURE DIMENSION PLAN

C5.2 HOOP STRUCTURE TRUSS SPACING

C5.3 HOOP STRUCTURE ELEVATION VIEW

C5.4 HOOP STRUCTURE DETAIL

MESSANIE ST.

BUCHANAN COUNTY, MISSOURI

NW 1/4

NE 1/4

17 MITCHELL ST.

SW 1/4

SE 1/4

PROJECT

LOCATION

PACIFIC ST.

VICINITY MAP

SECTION 17, TOWNSHIP 57N, RANGE 35W

(N.T.S.)

UTILITY WARNING

THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR RECORDS

OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL

SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES

NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED.

ELECTRONIC TRANSMITTAL STATEMENT

THIS DOCUMENT MUST BE COMPARED TO THE ORIGINAL HARD COPY ISSUED AT THE DATE OF THE

ORIGINAL SIGNATURE AND SEAL TO ENSURE THE ACCURACY OF THE INFORMATION AND TO

FURTHER INSURE THAT NO CHANGES, ALTERATIONS OR MODIFICATIONS HAVE BEEN MADE. NO

RELIANCE SHALL BE MADE ON A DOCUMENT TRANSMITTED BY COMPUTER OR OTHER ELECTRONIC

MEANS UNLESS FIRST COMPARED TO THE ORIGINAL SEALED DOCUMENT.

ST. JOSEPH, MISSOURI

LOCATION MAP

(N.T.S.)

SCALE: 1" = N.T.S.

ATE OF MISSO

ALEXANDER E.

MACIAS

NUMBER

PE-24839

ESSIONAL ENG

ALEXANDER E. MACIAS

MO PE#24839

Project No:126.0167.11

Sheet C1.0

GENERAL NOTES

COMPLETE WORK IN ACCORDANCE WITH MODOT, CITY OF ST. JOSEPH AND OWNERS SPECIFICATIONS.

NOTIFY CITY OWNER, ENGINEER AND PROPERTY OWNERS 48 HOURS PRIOR TO CONSTRUCTION.

PROPOSED CONTOURS AND SPOT ELEVATION REPRESENT FINISH GRADE. FINISH GRADE

CONSISTS OF TOP OF PAVEMENT, SIDEWALK, OR TOP OF EARTH, DEPENDING ON SITE LOCATION.

THE FINISH FLOOR ELEVATIONS SHOWN WERE UTILIZED FOR GRADING AND UTILITY DESIGN.

THE ELEVATIONS SHOULD BE REVIEWED IN THE FIELD PRIOR TO CONSTRUCTION OF THE

INDIVIDUAL UNITS.

MISCELLANEOUS GRADING, EXCAVATING, AND/OR BACKFILL ASSOCIATED WITH PAVING,

STORM SEWERS, SANITARY SEWERS, OR WATER LINE CONSTRUCTION IS SUBSIDIARY

TO THE PROJECT.

CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES UPON

THE COMPLETION OF GRADING.

WHERE FILL IS BEING PLACED ON SLOPES STEEPER THAN 5H:1V, THE EXISTING SLOPES

SHOULD BE BENCHED AS FILL PLACEMENT PROGRESSES. THESE BENCHES SHALL BE

VERTICALLY STEPPED NO MORE THAN 2 FEET.

CONTRACTOR SHALL REFER TO SHOP DRAWING PLAN FOR EXACT BUILDING DIAMETER FOR EXACT

DIMENSIONS OF BUILDING.

SITE TOPOGRAPHY TAKEN FROM SURVEY COMPLETED BY SURVEY.

CONTRACTOR TO VERIFY EXISTING CONDITIONS OF THE SITE THAT MAY NOT BE REPRESENTATIVE

OF CONSTRUCTION PLANS.

CONTRACTOR TO PROVIDE A LEVEL BUILDING PAD BASED UPON PROPOSED FINISHED FLOOR

ELEVATIONS TO ±0.10' OR AS ESTABLISHED THROUGH ALTERNATIVE BID DOCUMENTS.

ANY ADDITIONAL EXCAVATION REQUIRED FOR RE-SHAPING OF ADJACENT AREAS

TO PROVIDE FOR DRAINAGE IS CONSIDERED INCIDENTAL.

COMPACT THE BACKFILL IN PAVED AREAS AND AREAS TO BE PAVED TO AT LEAST

95% OF MAXIMUM STANDARD PROCTOR DENSITY. COMPACT BACKFILL AND IN UNPAVED AREAS

TO NOT LESS THAN 90% OF MAXIMUM STANDARD PROCTOR DENSITY.

DO NOT RESTRICT DRAINAGE CHANNELS. PROTECT EXISTING DRAINAGE STRUCTURES

UNLESS SPECIFICALLY NOTED OTHERWISE. REPAIR ANY DAMAGE TO PUBLIC OR

PRIVATE PROPERTY CAUSED BY CONTRACTOR'S ACTION OR INACTION IN THE HANDLING

OF STORM WATER FLOWS DURING CONSTRUCTION.

PROVIDE EROSION CONTROL MEASURES NECESSARY TO PROTECT AGAINST

SILTATION, EROSION, AND DUST POLLUTION ON THE PROJECT. COMPLY WITH THE SOIL

EROSION CONTROL REQUIREMENTS OF THE MISSOURI DEPARTMENT OF NATURAL RESOURCES

AND LOCAL ORDINANCES.

THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR

RECORDS OBTAINED. THE ENGINEERING MAKES NO GUARANTEE THAT THE UTILITIES SHOWN

COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE

SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE

EXACT LOCATION INDICATED. VERIFY LOCATION OF ALL UTILITIES BEFORE CONSTRUCTION.

NOTIFY UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. COORDINATE AND

COOPERATE WITH UTILITY COMPANIES TO ALLOW RELOCATIONS DURING THE

CONSTRUCTION PERIOD. VERIFY THE ACTUAL LOCATION OF ALL UTILITIES BY

EXCAVATING IN ADVANCE OF WORK AT CRITICAL LOCATIONS. PROTECT UTILITIES

AND SERVICES DURING CONSTRUCTION.

PROVIDE TEMPORARY SUPPORT FOR EXISTING UTILITY LINES THAT ARE ENCOUNTERED

DURING CONSTRUCTION UNTIL BACKFILLING IS COMPLETED.

IN THE EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE

DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN.

ALL FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE RECONNECTED AND

NOTED ACCORDINGLY ON THE AS-BUILT DOCUMENTS.

CONTRACTOR TO LOCATE A SINGLE LOCATION FOR CONCRETE WASHOUT. NOTE LOCATION OF CONCRETE

WASHOUT ON EROSION CONTROL PLAN. CONTRACTOR TO REMOVE WASHOUT DEBRIS AT END OF

CONSTRUCTION. IF CONSTRUCTION REQUIRES WASHOUT TO BE RELOCATED, CONTRACTOR TO REMOVE

WASHOUT DEBRIS AND NOTE NEW LOCATION ON EROSION CONTROL PLAN. BURY AFTER COMPLETION.

GENERAL NOTES:

A ST JOSEPH OPERATING PERMIT FOR STORM WATER DISCHARGE IS REQUIRED. COMPLIANCE WITH THE

STORM WATER POLLUTION PREVENTION PLAN IS REQUIRED IN THIS INSTANCE. A CONSTRUCTION PERMIT FOR

LAND DISTURBANCE WILL BE SECURED FROM THE CITY

SLOPES ARE TO BE LEFT IN A ROUGHENED CONDITION DURING GRADING.

INLET PROTECTION

SHALL BE INSTALLED IMMEDIATELY FOLLOWING INSTALLATION OF STORM INLETS & REMAIN IN PLACE UNTIL

GROUND COVER HAS BEEN ESTABLISHED.

EROSION CONTROL MEASURES SHALL BE CONSTRUCTED PRIOR TO BEGINNING GRADING OPERATIONS WHERE

POSSIBLE. ALL REMAINING EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IMMEDIATELY

FOLLOWING GRADING

OPERATIONS.

SEDIMENT IS TO BE REMOVED FROM STORM WATER DRAINAGE SYSTEMS.

ROCK LINING IS TO BE INSTALLED AT AREAS OF CONCENTRATED FLOW (I.E. CULVERT OUTLETS).

ROCK LINING SHALL BE TYPE 2 ROCK DITCH LINER ACCORDING TO MISSOURI STANDARD SPECIFICATIONS FOR

HIGHWAY CONSTRUCTION SEC. 609.60. ALL NECESSARY STEPS SHALL BE TAKEN TO PREVENT SEDIMENT AND

SOIL EROSION FROM BEING TRANSPORTED ONTO ADJACENT PROPERTY AND INTO STREAMS, LAKES, PONDS,

OR OTHER AREAS.

CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT LEAST ONCE A WEEK AND AFTER EACH

RAINFALL. ANY REQUIRED REPAIRS SHOULD BE MADE IMMEDIATELY.

ADDITIONAL EROSION CONTROL MEASURES MAY BE NEEDED IF UNFORESEEN EROSION PROBLEMS ARISE OR

IF THE SUBMITTED PLAN DOES NOT FUNCTION AS INTENDED.

EROSION PROTECTION

1. CODE COMPLIANCE: THE CONTRACTOR SHALL COMPLY WITH SOIL EROSION CONTROL REQUIREMENTS

OF THE MISSOURI CODE, THE MISSOURI DEPARTMENT OF NATURAL RESOURCES NPDES PERMIT, AND LOCAL

ORDINANCE. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASUREMENTS TO PROTECT AGAINST

EROSION AND DUST POLLUTION ON THIS PROJECT SITE AND ALL OFF-SITE BORROW OR DEPOSIT AREAS

DURING PERFORMANCE OR AS A RESULT OF PERFORMANCE.

2. DAMAGE CLAIMS: THE CONTRACTOR WILL HOLD THE OWNER, ARCHITECT AND ENGINEER HARMLESS

FROM ANY AND ALL CLAIMS OF ANY TYPE WHATSOEVER RESULTING FROM DAMAGES TO ADJOINING PUBLIC

OR PRIVATE PROPERTY, INCLUDING REASONABLE ATTORNEY FEES INCURRED TO OWNER. FURTHER, IF THE

CONTRACTOR FAILS TO TAKE NECESSARY STEPS TO PROMPTLY REMOVE EARTH SEDIMENTATION OR DEBRIS

WHICH COMES ONTO ADJOINING PUBLIC OR PRIVATE PROPERTY, THE OWNER MAY, BUT NEED NOT, REMOVE

SUCH ITEMS AND DEDUCT THE COST THEREOF FROM AMOUNTS DUE TO THE CONTRACTOR.

3. ALL AREAS DISTURBED BY CONSTRUCTION ON THIS PROJECT WILL BE SUBJECT TO CURRENT

REGULATORY REQUIREMENTS AND THESE STANDARDS.

UTILITIES:

FOR

GAS:

ELECTRIC:

TELEPHONE:

WATER:

CITY ENGINEER:

FIRE DEPARTMENT:

CABLE TELEVISION:

LOCATION

SPIRE ENERGY

402 CEDAR

SAINT JOSEPH, MISSOURI 64501

EVERGY

613 ATCHISON STREET

SAINT JOSEPH, MISSOURI 64501

AT&T

320 NORTH 10TH STREET

SAINT JOSEPH, MISSOURI 64501

MISSOURI AMERICAN WATER CO.

3901 BECK ROAD, SUITE B

SAINT JOSEPH, MISSOURI 64506

CITY OF ST JOSEPH

DEPARTMENT OF PUBLIC WORKS

1100 FREDERICK AVENUE, RM. 203

SAINT JOSEPH, MISSOURI 64501

ST JOSEPH FIRE DEPT.

401 SOUTH 7TH STREET

SAINT JOSEPH, MISSOURI 64501

OPTIMUM

102 NORTH WOODBINE

SAINT JOSEPH, MISSOURI 64506

CONTACT

MR. JOHNNY BUNTON

MR. JAMES STAFFORD

MR. BRENT HILL

MARK MANION

VICTOR W. WHITLEY

PHILLIP LEIMBACH

IVAN KLIPPENSTEIN

FIRE CHIEF

MR. TIM GERLITZ

PHONE

816.261.8205

816.351.1982

816.261.5833

816.214.2322

816.935.5827

816.271.4733

816.271.4603

816.278.6671

EROSION CONTROL & POLLUTION PREVENTION PLAN - GENERAL NOTES

A. INSTALL PERIMETER AND FINAL SEDIMENT CONTROL MEASURES SUCH AS SILT BARRIERS, DITCH CHECKS, DIVERSION BERMS, OR

SEDIMENTATION BASINS DOWNSTREAM OF SOIL DISTURBING ACTIVITIES PRIOR TO SITE CLEARING AND GRADING OPERATIONS.

B. PRESERVER EXISTING VEGETATION IN AREAS NOT NEEDED FOR CONSTRUCTION AND LIMIT TO A MINIMUM THE TOTAL AREA DISTURBED

BY CONSTRUCTION OPERATIONS AT ANY TIME.

C. MAINTAIN ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES IN WORKING ORDER, INCLUDING CLEANING, REPAIRING,

REPLACEMENT, AND SEDIMENT REMOVAL THROUGHOUT THE PERMIT PERIOD. CLEAN OR REPLACE SILT CONTROL DEVICES WHEN THE

MEASURES HAVE LOST 50% OF THEIR ORIGINAL CAPACITY.

D. INSPECT THE PROJECT AREA AND CONTROL DEVICES (BY QUALIFIED PERSONNEL ASSIGNED BY THE CONTRACTOR) EVERY SEVEN

CALENDAR DAYS. RECORD THE FINDING OF THESE INSPECTIONS AND ANY RESULTING ACTIONS IN THE SWPPP WITH A COPY SUBMITTED

WEEKLY TO THE OWNER OR ENGINEER DURING CONSTRUCTION. REVISE THE SWPPP AND IMPLEMENT ANY RECOMMENDED MEASURES

WITHIN 7 DAYS.

E. PREVENT ACCUMULATION OF EARTH AND DEBRIS FROM CONSTRUCTION ACTIVITIES ON ADJOINING PUBLIC OR PRIVATE PROPERTIES,

INCLUDING STREETS, DRIVEWAYS, SIDEWALKS, DRAINAGEWAYS, OR UNDERGROUND SEWERS. REMOVE ANY ACCUMULATION OF EARTH

OR DEBRIS IMMEDIATELY AND TAKE REMEDIAL ACTIONS FOR FUTURE PREVENTION.

F. COORDINATE LOCATIONS OF STAGING AREAS WITH THE OWNER AND RECORD IN THE SWPPP. UNLESS NOTED OTHERWISE, STAGING

AREAS SHOULD CONTAIN THE FOLLOWING: JOB TRAILERS, FUELING / VEHICLE MAINTENANCE AREA, TEMPORARY SANITARY FACILITIES,

MATERIALS STORAGE, AND CONCRETE WASHOUT FACILITY. BARRIERS AND DIRECT TO A SEDIMENT BASIN OR OTHER CONTROL DEVICE

WHERE POSSIBLE. CONCRETE WASHOUT MUST BE CONTAINED ONSITE.

G. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND SITE WASTE PRIOR TO FILING OF THE "NOTICE OF DISCONTINUATION".

ESTIMATED QUANTITIES

ITEM NO. DESCRIPTION

MOBILIZATION

13.5" DIAMETER 45' HOPPER BIN

2' LEG EXTENSION AND INSTALLATION

4' X 10' X 45'-6" (APPROX.) SUPPORT TOWER

UPPER TANK FILL AUGER, SPOUT, AND CATWALK

THREE TANK BLENDER

BLENDED AUGER AND INCLINED AUGER

LOAD OUT CONVEYOR SYSTEM

ELECTRICAL & CONTROL

UNIT

HOOP BUILDING BASE PREPARATION, CONCRETE SLAB,

10 PRECAST WALLS, AND HOOP ARCHED ROOF,FURNISH & LS

INSTALLED

QTY.

ATE OF MISSO

ALEXANDER E.

MACIAS

NUMBER

PE-24839

ESSIONAL ENG

ALEXANDER E. MACIAS

MO PE#24839

Project No:126.0167.11

Sheet C1.1

LEGEND:

= EXISTING GAS

=EXISTING ELECTRICAL (OVERHEAD)

=EXISTING FIBER OPTIC

=EXISTING SANITARY SEWER

EXISTING OTHA BUILDING.

FFE: 825.63

EXISTING 60,000 BU.

HOPPER BIN

EXISTING CONCRETE

PIVOT WHEEL PAD

EXISTING 12' x 12' PIT

BEUXILISDTININGG2

2 EXISTING

PRE-FABRICATED BINS

EXISTING

CONCRETE PAD

EXISTING TOWER

EXISTING

DUMP PIT

EXISTING

DRAG PADDLE

CONVEYOR

EXISTING PIT AND DRAG

PADDLE CONVEYOR

EXISTING PIVOT

POINT CONCRETE

FOOTING, 8'X12'

EXISTING 190'

TELESTACKER

CONVEYOR

EXISTING

WINCH

BEUXILISDTININGG1

EXISTING

CONVEYOR

EXISTING

BUCKET

CONVEYOR

EXISTING

LOAD OUT

HOPPER

EXISTING

CONVEYOR

EXISTING

CONCRETE PAVEMENT

(TYP)

EXISTING

WINCH

EXISTING ROCK BLANKET

EXISTING

EMBANKMENT

REPAIR AND

PROTECTION

EXISTING SHEET PILING

P/L

MISSOURI RIVER

ATE OF MISSO

ALEXANDER E.

MACIAS

NUMBER

PE-24839

ESSIONAL ENG

ALEXANDER E. MACIAS

MO PE#24839

FEET

Project No:126.0167.11

Sheet C2.0

This is the opportunity summary page. It provides an overview of this opportunity and a preview of the attached documentation.

Status	Bid Advertisement	Post Date	Revision Date	Letting Date
NEW	NW District, St. Joseph Regional Port Authority, Furnishing and installing a 14’x45’ hopper bin, overhead conveyor and catwalk, under bin mixer, and loadout conveyor	6/5/26		7/8/26

NW District, St. Joseph Regional Port Authority, Furnishing and installing a 14’x45’ hopper bin, overhead conveyor and catwalk, under bin mixer, and loadout conveyor

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See also