Harrisonville, Lawrence Smith Memorial Airport, Reconstruct South Hangar Taxilanes, Reconstruct South Hangar Taxilane, Asphalt Pavement Option, etc.

**** PLACE IN LOCAL MEDIA (NEWSPAPER, WEBSITE, ETC.) ****
ADVERTISEMENT TO BIDDERS
HARRISONVILLE, MISSOURI
LAWRENCE SMITH MEMORIAL AIRPORT (LRY)
MoDOT Project No.: 26-110C-1
Sealed bids for improvements to the Lawrence Smith Memorial Airport (LRY) will be received by Harrisonville,
Missouri at the City Clerks Office at 300 E. Pearl Street, Harrisonville, Missouri, 64701 until Tuesday, August
25th, 2026 at 2:00 p.m.(CDT) and then opened and read aloud, immediately after at City Hall, 300 E. Pearl
Street, Harrisonville, Missouri 64701, for furnishing all labor, materials, equipment and performing all work
necessary to:
Base Bid:
Reconstruct South Hangar Taxilanes (West and Center)
Add Alternate No. 1
Reconstruct South Hangar Taxilane (East)
Add Alternate No. 2
Reconstruct South Hangar Apron Connecting Taxilane
Schedule A
Asphalt Pavement Option
Schedule B
Concrete Pavement Option
Copies of the bid documents including project drawings and technical specifications are on file and may be
inspected at:
City of Harrisonville Lochner
300 E. Pearl Street 15717 College Boulevard
Harrisonville, Missouri 64701 Lenexa, Kansas 66219
A digital download of construction plans, project specifications, contract documents, and other related
contract information may be ordered online at www.QuestCDN.com. These documents may be downloaded
for $30.00. Payment must be made directly to QuestCDN. There will be no refunds. The QuestCDN number
for this project is 10233311.
A non-mandatory in-person pre-bid meeting will be on Wednesday, August 12th, 2026, at 10:00 a.m. (CDT)
at the Lawrence Smith Memorial Airport (LRY), 27503 SW State Route 7 S, Harrisonville, MO 64701. Following
the pre-bid meeting, prospective bidders will have the opportunity to tour the project site. If you are unable to
attend the pre-bid meeting in person, you may join virtually through Microsoft Teams. To receive a Teams
Meeting invitation, contact Jordan Hairgrove with Lochner at Jordan.hairgrove@hwlochner.com.

**** PLACE IN LOCAL MEDIA (NEWSPAPER, WEBSITE, ETC.) ****
Contract Work Items. This project will involve the following work items and estimated quantities.
Prospective bidders are hereby advised that the quantities indicated herein are approximate and are subject
to change.

**** PLACE IN LOCAL MEDIA (NEWSPAPER, WEBSITE, ETC.) ****
ITEM
SPEC. ITEM DESCRIPTION QTY. UNIT
NO.
MODOT PROJECT NO. 26-110C-1
SCHEDULE A - ASPHALT PAVEMENT OPTION
ADD ALTERNATE NO. 1 - RECONSTRUCT SOUTH HANGAR TAXILANE (EAST)
1 C-100 Contractor Quality Control Program (CQCP) 1 L.S.
2 C-105 Mobilization (NTE 10% of Total Bid Amount) 1 L.S.
3 TEMP Temporary Marking, Traffic Control, Lighting, and Barricades 1 L.S.
4 P-101 Pavement and Base Course Removal 1,806 S.Y.
5 P-101 Saw Cut 85 L.F.
6 P-152 Unclassified Excavation 485 C.Y.
7 P-152 Unsuitable Subgrade Removal and Replacement 48 C.Y.
P-208,
8 P-209, A g g r e g a t e B a s e Course (6") 1,875 S.Y.
or P-219
P-154
P-208
9 Aggregate Subbase Course (9") 1,875 S.Y.
P-209
or P-219
10 P-403 Asphalt Surface Course (3") 319 Tons
11 CONC Concrete Hangar Ramp 319 L.F.
12 P-602 Emulsified Asphalt Prime Coat 548 Gal.
13 P-620 Surface Preparation, Pavement Marking Removal 38 S.F.
14 P-620 Permanent Reflectorized Pavement Marking (Yellow) 208 S.F.
15 P-620 Permanent Non-Reflectorized Pavement Marking (Black) 415 S.F.
16 P-620 Temporary Non-Reflectorized Pavement Marking (Yellow) 208 S.F.
17 D-705 Conventional Underdrain (4")(Sch. 80) 646 L.F.
18 D-705 Non-Perforated Outlet Pipe (4") 88 L.F.
19 D-705 Underdrain Cleanout Riser 4 Each
20 TREC Erosion Control Blanket, Type 2C 497 S.Y.
T-901 &
21 Temporary Seeding and Mulching 1 L.S.
T-908
T-901 &
22 Permanent Seeding and Mulching 1 L.S.
T-908

**** PLACE IN LOCAL MEDIA (NEWSPAPER, WEBSITE, ETC.) ****
ITEM
SPEC. ITEM DESCRIPTION QTY. UNIT
NO.
MODOT PROJECT NO. 26-110C-1
SCHEDULE A - ASPHALT PAVEMENT OPTION
ADD ALTERNATE NO. 2 - RECONSTRUCT SOUTH HANGAR APRON CONNECTING
TAXILANE
1 C-100 Contractor Quality Control Program (CQCP) 1 L.S.
2 C-102 Temporary Erosion Control 1 L.S.
3 C-105 Mobilization (NTE 10% of Total Bid Amount) 1 L.S.
4 TEMP Temporary Marking, Traffic Control, Lighting, and Barricades 1 L.S.
5 P-101 Pavement and Base Course Removal 1,972 S.Y.
6 P-101 Saw Cut 121 L.F.
7 P-101 Remove Existing Drainage Pipe (24" CMP) 255 L.F.
8 P-101 Remove Existing Drainage Pipe (72" CMP) 181 L.F.
9 P-101 Remove Existing Drainage Structures (Area Inlet) 2 Each
10 P-151 Clearing and Grubbing 1 L.S.
11 P-152 Unclassified Excavation 1,293 C.Y.
12 P-152 Unsuitable Subgrade Removal and Replacement 130 C.Y.
P-208,
13 P-209, A g g r e g a t e B a s e Course (6") 2,249 S.Y.
or P-219
P-154
P-208
14 Aggregate Subbase Course (9") 2,249 S.Y.
P-209
or P-219
15 P-403 Asphalt Surface Course (3") 367 Tons
16 P-602 Emulsified Asphalt Prime Coat 631 Gal.
17 P-620 Surface Preparation, Pavement Marking Removal 80 S.F.
18 P-620 Permanent Reflectorized Pavement Marking (Yellow) 443 S.F.
19 P-620 Permanent Non-Reflectorized Pavement Marking (Black) 886 S.F.
20 P-620 Temporary Non-Reflectorized Pavement Marking (Yellow) 443 S.F.
21 D-701 18" Storm Pipe 298 L.F.
22 D-701 54" Storm Pipe 200 L.F.
23 D-701 18" RCP End Section 1 Each
24 D-701 54" RCP End Section 2 Each
25 D-705 Conventional Underdrain (4")(Sch. 80) 569 L.F.
26 D-705 Non-Perforated Outlet Pipe (4") 63 L.F.
27 D-705 Underdrain Cleanout Riser 2 Each
28 D-705 Connect Underdrain to Storm Pipe 1 Each
29 D-751 Area Inlet (4' x 4') 2 Each
30 TREC Erosion Control Blanket, Type 2C 3,711 S.Y.
31 TRM Turf Reinforcement Mat 707 S.Y.
T-901 &
Temporary Seeding and Mulching 1 L.S.
32 T-908
T-901 &
Permanent Seeding and Mulching 1 L.S.
33 T-908
34 L-125 Retroreflective Markers 35 Each

**** PLACE IN LOCAL MEDIA (NEWSPAPER, WEBSITE, ETC.) ****
ITEM
SPEC. ITEM DESCRIPTION QTY. UNIT
NO.
MODOT PROJECT NO. 26-110C-1
SCHEDULE B - CONCRETE PAVEMENT OPTION
BASE BID - RECONSTRUCT SOUTH HANGAR TAXILANES (WEST AND CENTER)
1 C-100 Contractor Quality Control Program (CQCP) 1 L.S.
2 C-102 Temporary Erosion Control 1 L.S.
3 C-102 Stabilized Construction Entrance 1 L.S.
4 C-105 Mobilization (NTE 10% of Total Bid Amount) 1 L.S.
5 TEMP Temporary Marking, Traffic Control, Lighting, and Barricades 1 L.S.
6 P-101 Pavement and Base Course Removal 5,795 S.Y.
7 P-101 Saw Cut 281 L.F.
8 P-101 Repair Damaged Storm Pipe 1 L.S.
9 P-152 Unclassified Excavation 1,556 C.Y.
10 P-152 Unsuitable Subgrade Removal and Replacement 156 C.Y.
P-208,
11 P-209, A g g r e g a t e B a s e Course (4") 5,080 S.Y.
or P-219
P-154,
P-208,
12 Aggregate Subbase Course (8") 5,080 S.Y.
P-209,
or P-219
13 P-501 P.C.C. Pavement (6") 5,029 S.Y.
14 P-501 Concrete Hangar Ramp 971 L.F.
15 P-620 Surface Preparation, Pavement Marking Removal 94 S.F.
16 P-620 Permanent Reflectorized Pavement Marking (Yellow) 421 S.F.
17 P-620 Permanent Non-Reflectorized Pavement Marking (Black) 842 S.F.
18 P-620 Temporary Non-Reflectorized Pavement Marking (Yellow) 421 S.F.
19 D-705 Conventional Underdrain (4")(Sch. 80) 1,653 L.F.
20 D-705 Non-Perforated Outlet Pipe (4") 194 L.F.
21 D-705 Underdrain Cleanout Riser 9 Each
22 D-705 Splash Pad 1 Each
23 D-705 Connect Underdrain to Area Inlet 2 Each
24 TREC Erosion Control Blanket, Type 2C 610 S.Y.
T-901 &
25 Temporary Seeding and Mulching 1 L.S.
T-908
T-901 &
26 Permanent Seeding and Mulching 1 L.S.
T-908

**** PLACE IN LOCAL MEDIA (NEWSPAPER, WEBSITE, ETC.) ****
ITEM
SPEC. ITEM DESCRIPTION QTY. UNIT
NO.
MODOT PROJECT NO. 26-110C-1
SCHEDULE B - CONCRETE PAVEMENT OPTION
ADD ALTERNATE NO. 1 - RECONSTRUCT SOUTH HANGAR TAXILANE (EAST)
1 C-100 Contractor Quality Control Program (CQCP) 1 L.S.
2 C-105 Mobilization (NTE 10% of Total Bid Amount) 1 L.S.
3 TEMP Temporary Marking, Traffic Control, Lighting, and Barricades 1 L.S.
4 P-101 Pavement and Base Course Removal 1,806 S.Y.
5 P-101 Saw Cut 85 L.F.
6 P-152 Unclassified Excavation 487 C.Y.
7 P-152 Unsuitable Subgrade Removal and Replacement 49 C.Y.
P-208,
8 P-209, A g g r e g a t e B a s e Course (4") 1,876 S.Y.
or P-219
P-154,
P-208,
9 Aggregate Subbase Course (8") 1,876 S.Y.
P-209,
or P-219
10 P-501 P.C.C. Pavement (6") 1,830 S.Y.
11 P-501 Concrete Hangar Ramp 319 L.F.
12 P-620 Surface Preparation, Pavement Marking Removal 38 S.F.
13 P-620 Permanent Reflectorized Pavement Marking (Yellow) 208 S.F.
14 P-620 Permanent Non-Reflectorized Pavement Marking (Black) 415 S.F.
15 P-620 Temporary Non-Reflectorized Pavement Marking (Yellow) 208 S.F.
16 D-705 Conventional Underdrain (4")(Sch. 80) 646 L.F.
17 D-705 Non-Perforated Outlet Pipe (4") 88 L.F.
18 D-705 Underdrain Cleanout Riser 4 Each
19 TREC Erosion Control Blanket, Type 2C 497 S.Y.
T-901 &
20 Temporary Seeding and Mulching 1 L.S.
T-908
T-901 &
21 Permanent Seeding and Mulching 1 L.S.
T-908

**** PLACE IN LOCAL MEDIA (NEWSPAPER, WEBSITE, ETC.) ****
ITEM
SPEC. ITEM DESCRIPTION QTY. UNIT
NO.
MODOT PROJECT NO. 26-110C-1
SCHEDULE B - CONCRETE PAVEMENT OPTION
ADD ALTERNATE NO. 2 - RECONSTRUCT SOUTH HANGAR APRON CONNECTING
TAXILANE
1 C-100 Contractor Quality Control Program (CQCP) 1 L.S.
2 C-102 Temporary Erosion Control 1 L.S.
3 C-105 Mobilization (NTE 10% of Total Bid Amount) 1 L.S.
4 TEMP Temporary Marking, Traffic Control, Lighting, and Barricades 1 L.S.
5 P-101 Pavement and Base Course Removal 1,972 S.Y.
6 P-101 Saw Cut 121 L.F.
7 P-101 Remove Existing Drainage Pipe (24" CMP) 255 L.F.
8 P-101 Remove Existing Drainage Pipe (72" CMP) 181 L.F.
9 P-101 Remove Existing Drainage Structures (Area Inlet) 2 Each
10 P-151 Clearing and Grubbing 1 L.S.
11 P-152 Unclassified Excavation 1,319 C.Y.
12 P-152 Unsuitable Subgrade Removal and Replacement 130 C.Y.
P-208,
13 P-209, A g g r e g a t e B a s e Course (4") 2,274 S.Y.
or P-219
P-154,
P-208,
14 Aggregate Subbase Course (8") 2,274 S.Y.
P-209,
or P-219
15 P-501 P.C.C. Pavement (6") 2,128 S.Y.
16 P-620 Surface Preparation, Pavement Marking Removal 80 S.F.
17 P-620 Permanent Reflectorized Pavement Marking (Yellow) 443 S.F.
18 P-620 Permanent Non-Reflectorized Pavement Marking (Black) 886 S.F.
19 P-620 Temporary Non-Reflectorized Pavement Marking (Yellow) 443 S.F.
20 D-701 18" Storm Pipe 298 L.F.
21 D-701 54" Storm Pipe 200 L.F.
22 D-701 18" RCP End Section 1 Each
23 D-701 54" RCP End Section 2 Each
24 D-705 Conventional Underdrain (4")(Sch. 80) 569 L.F.
25 D-705 Non-Perforated Outlet Pipe (4") 63 L.F.
26 D-705 Underdrain Cleanout Riser 2 Each
27 D-705 Connect Underdrain to Storm Pipe 1 Each
28 D-751 Area Inlet (4' x 4') 2 Each
29 TREC Erosion Control Blanket, Type 2C 3,711 S.Y.
30 TRM Turf Reinforcement Mat 707 S.Y.
T-901 &
31 Temporary Seeding and Mulching 1 L.S.
T-908
T-901 &
32 Permanent Seeding and Mulching 1 L.S.
T-908
33 L-125 Retroreflective Markers 35 Each

**** PLACE IN LOCAL MEDIA (NEWSPAPER, WEBSITE, ETC.) ****
Contract Time. The owner has established a contract sequence shall consist of one (1) phase for this
project. The calendar days for the project shall be based upon which of the Base Bid, Add Alternate No. 1,
and Add Alternate No. 2 scenarios are awarded to the contractor. For the award of Base Bid Only, the
allotted time is Forty-Five (45) calendar days or less, Sixty (60) Calendar Days or less if the Base Bid +
Add Alternate No. 1 is awarded, and Seventy-Five (75) calendar days or less if the Base Bid + Add
Alternate No. 1 + Add Alternate No. 2 is awarded from the date of the Notice-to-Proceed. All project work
shall be substantially completed within the stated timeframe. This project is subject to liquidated damages
as prescribed in the project manual.
Bid Security. Bid Security shall be made payable to City of Harrisonville, in an amount of five (5) percent of
the Bidder's total Bid price and in the form of a Bid Bond issued by a Surety as assurance that the Bidder
will, upon acceptance of his Bid, execute such contractual documents as may be required within the time
specified. The bid bond shall be from a responsible surety qualified to conduct business within the State of
Missouri.
Bonding Requirements. The successful bidder will be required to furnish separate performance and
payment bonds each in an amount equal to 100% of the contract price at the time of contract execution.
Award of Contract. All proposals submitted in accordance with the instructions presented herein will be
subject to evaluation. Bids may be held by the City of Harrisonville, Missouri for a period not to exceed
ninety (90) calendar days from the date of the bid opening for the purpose of conducting the bid
evaluation.
Award of contract will be based on the lowest aggregate sum proposal submitted from those bidders that
are confirmed as being responsive and responsible.
The owner reserves the right to select any one of the combinations of the base bid(s) and alternate bid(s),
which in the judgment of the owner, best serves the owner's interest. The right is reserved, as the City of
Harrisonville, Missouri may require, to reject any bid and all bids.
Award of contract is contingent upon the owner receiving Federal-funding assistance under the State Block
Grant Program.
Notice-To-Proceed. It is the intent of the Owner to issue the Notice-To-Proceed (NTP) as soon as practical
after the Award of Contract. The anticipated early NTP date is Spring 2027.
Federal Provisions. This project is subject to the following Federal provisions, statutes and regulations:
Disadvantaged Business Enterprise - 49 CFR Part 26: The requirements of 49 CFR Part 26, Regulations
of the U.S. Department of Transportation, apply to this contract. It is the policy of MoDOT and the City to
practice nondiscrimination based on race, color, sex or national origin in the award or performance of this
contract. All firms qualifying under this solicitation are encouraged to submit bids/proposals regardless of
their business size or ownership. Awards of this contract will be conditioned upon satisfying the
requirements of this section. These requirements apply to all bidders, including those who qualify as a DBE.
The owner's award of this contract is condition upon the bidder satisfying the good faith effort requirements
of 49 CFR 26.53. A DBE contract goal of 0.00% has been established for this contract. The non-DBE bidder
shall subcontract 0.00% of the dollar value of the base bid(s), excluding any additive alternates, to
disadvantaged business enterprises (DBE) or make good faith efforts to meet the DBE contract goal.

**** PLACE IN LOCAL MEDIA (NEWSPAPER, WEBSITE, ETC.) ****
Davis-Bacon Act, as amended - 29 CFR Part 5: The Contractor is required to comply with wage and labor
provisions and to pay minimum wages in accordance with the current schedule of wage rates established
by the United States Department of Labor included in the supplementary provisions.
In addition, the contractor will also be required to comply with the wage and labor requirements and pay
minimum wages in accordance with the schedule of wage rates established by the Missouri Division of
Labor Standards included in the Supplementary Provisions.
The highest rate between the two (Federal and State) for each job classification shall be considered the
prevailing wage.
Debarment, Suspension, Ineligibility and Voluntary Exclusion - 49 CFR Part 29: The bidder certifies, by
submission of a proposal or acceptance of a contract, that neither it nor its principals are presently debarred,
suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this
transaction by any Federal department or agency.
Trade Restriction Certification - 49 CFR Part 30: The Bidder and Bidder's subcontractors, by submission
of an offer and/or execution of a contract, is required to certify that it:
a. is not owned or controlled by one or more citizens of a foreign country included in the list of countries
that discriminate against U.S. firms published by the Office of the United States Trade Representative
(USTR);
b. has not knowingly entered into any contract or subcontract for this project with a person that is a
citizen or national of a foreign country on said list, or is owned or controlled directly or indirectly by one
or more citizens or nationals of a foreign country on said list; or
c. has not procured any product nor subcontracted for the supply of any product for use on the project
that is produced in a foreign country on said list.
Buy American Certificate - Aviation Safety and Capacity Act of 1990: This contract is subject to the
"Buy American Preferences" of the Aviation Safety and Capacity Act of 1990. Prospective Bidders are
required to certify that steel and manufactured products have been produced in the United States and to
clearly identify those items produced or manufactured outside of the United States.
Additional Provisions: Modification to the project documents may only be made by written addendum by
the Owner or Owner's authorized Representative.
The proposal must be made on the Official Bid Form provided separate from the bound project manual
and can be downloaded via QuestCDN. Bidders must supply all required information prior to the time of
bid opening.