HomeMy Public PortalAboutORD14212 BILL NO. 2007-25
SPONSORED BY COUNCILMAN Councilman Klindt
ORDINANCE NO.
AN ORDINANCE OF THE CITY OF JEFFERSON, MISSOURI, AUTHORIZING THE
MAYOR AND CITY CLERK TO EXECUTE A SUPPLEMENTAL AGREEMENT WITH
BURNS AND MCDONNELL FOR CONSTRUCTION OVERSIGHT AND INSPECTION
SERVICES RELATED TO THE PARALLEL TAXIWAY PROJECT AT THE JEFFERSON
CITY MEMORIAL AIRPORT.
WHEREAS, Burns and McDonnell is providing design of a new parallel taxiway at the
Jefferson City Memorial Airport to serve the main instrument runway; and
WHEREAS, Burns and McDonnell will also be providing construction oversight and
inspection services for the parallel taxiway project; and
WHEREAS, additional grant funds have become available to include the additional work
necessary for completion of the project;
NOW THEREFORE, BE IT ENACTED BY THE COUNCIL OF THE CITY OF
JEFFERSON, MISSOURI, AS FOLLOWS:
Section 1. The Mayor and City Clerk are hereby authorized to execute a
Supplemental Agreement with Burns and McDonnell for the project(ProjectAIRE 06-0406-
8).
Section 2. The Supplemental Agreement shall be substantially the same in form
and content as that Supplemental Agreement attached hereto as Exhibit A.
Section 3. This Ordinance shall be in full force and effect from and after the date
of its passage and approval.
Passed: App �l o -7
Pr sidV g Officer or
EST: QV O RM:
,ity CIA City Counselor
( � 2( Z
SUPPLEMENTAL AGREEMENT NO. 2
TO
AGREEMENT FOR CONSTRUCTION PHASE SERVICES
BETWEEN
BURNS & McDONNELL ENGINEERING COMPANY, INC.
KANSAS CITY, MISSOURI
AND
CITY OF JEFFERSON, MISSOURI
JEFFERSON CITY MEMORIAL AIRPORT
TAXIWAY A & CONNECTING TAXIWAYS
AIRE 06-04OB-8
This supplemental agreement to the original agreement,approved February 8,2006,is made by and
between Burns&McDonnell Engineering Company,Inc.(C SULTANT),a Missouri Corporation
and the City of Jefferson, Missouri this day of Z-64007. Burns & McDonnell
Engineering Company,Inc.is found at 9400 Ward Parkway ansas City,Missouri,64114,and City
of Jefferson,Missouri(SPONSOR)is found on 320 East McCarty Street,Jefferson City,MO.65101.
Whereas, it is the mutual desire of the parties hereto to amend the Agreement for Professional
Engineering Services entered on the 8th day of February 2006,hereinafter called the existing
agreement.
• Whereas, the original agreement is to be modified to account for additional scope of services, the
City of Jefferson requests the scope of special services be modified to satisfy the below scope of
work. This amendment provides a cost proposal breakdown and scope of services modification to
the existing professional engineering services agreement.
CONSULTANT will serve as SPONSOR's professional engineering CONSULTANT in those
assignments to which this proposal applies, according to the Scope of Services described herein,
and will give consultation and advice to SPONSOR during the performance of such services.
EXHIBIT II—SCOPE OF SERVICES
A. DESCRIPTION OF SERVICES TO BE PERFORMED:
CONSULTANT has developed the following Scope of Services to perform construction
services for the aforementioned project. The Scope of Services is defined as follows:
1. Construction Phase Services: This phase includes activities for developing a
construction observation program and providing construction services throughout the
project.
a. Develop the Construction Observation Program. This program will
conform to the criteria established by MoDOT. (See Attachment A).
b. Attend and conduct a preconstruction meeting with the SPONSOR,
• MoDOT and Contractor. CONSULTANT's team members attending will
41529 supagree-02-cservices 4-23-07 Page 1 of 4 Jefferson City Memorial Airport
• be the Project Manager, Project Civil Engineer and Project Electrical
Engineer.
C. During the Design Phase, a preliminary construction schedule was
developed by the CONSULTANT to determine the number of calendar
days needed to complete construction of this project. As a result, the
Contractor(s)will be required to complete this project within 219 calendar
days.
Full-time construction observation is defined as having a Resident
Representative available for onsite observations, Monday through Friday
for ten (10) hours per day for a total of 160 days for a not to exceed
amount of 1,600 hours.
In the event the Contractor elects to work more than ten (10) hours per day
or on Saturdays, the Resident Representative will remain on site as needed
to observe the work being performed. The hours utilized for these
observations beyond ten(10) hours will be deducted from the established
1,600 hours as previously indicated.
d. Provide an Assistant Project Representative, (APR) during critical
activities, which physically requires the presence of more than the
Resident Representative. The APR's visits are estimated to be no more
than eight hours per day per trip. A maximum of ten trips for this effort are
estimated
e. Perform shop drawing reviews and material certifications as received from
the Contractor.
f. Provide through the services of a testing laboratory, all first time testing
for the required quality assurance tests as identified in the Project
Specifications.
g. Respond to field issues throughout the duration of the project.
h. Provide monthly Contractor progress estimates and prepare SPONSOR's
request for federal/state reimbursement forms.
i. Prepare change orders and supplemental agreements necessary for
construction of the project.
j. Reports. -
(1) Weekly Reports: Tests reports including types of tests taken,
applicable standards, location of tests, tests results (highlighting
those tests which fail specification requirements),provisions for
failed tests, and specification requirements shall be recorded and
filed in a timely and orderly manner and shall be made available
for review by the MoDOT upon request.
(2) Final Report: At the end of the project, the CONSULTANT shall
submit a final test and quality control report documenting the
results of all tests performed. Those tests that failed or did not meet
• the applicable test standard shall be highlighted and corrective
41529 supagree-02-cservices 4-23-07 Page 2 of 4 Jefferson City Memorial Airport
• action/retesting noted. The report shall include the pay reductions
applied and justification for accepting any out-of-tolerance
materials.
k. Prepare Final Punch List. The Resident Representative, Project Engineer,
Project Manager, SPONSOR, MoDOT (if available) and Contractor will
perform a final walk through of the project and prepare a final punch list
of the project (3 people at 8 hours per person).
1. Attend a final project walk through with the Resident Representative,
Project Manager, SPONSOR and MoDOT to verify final punch list items
have been addressed and that the project is acceptable to SPONSOR and
MoDOT (2 people at 8 hours per person).
m. Prepare a record set of conforming to construction record drawings as
based on the contractor's redlined markups and as coordinated with the
Resident Representative (2 days at 8 hours per day) and the office staff. An
electronic copy of the completed record set will be provided to the
SPONSOR in AutoCAD version 14.
n. Provide MoDOT closeout documents as required for final acceptance.
o. Provide periodic site visits from the Project Manager(One visit per month
for the duration of the project.)
P. Provide overall project management throughout the construction process.
q. Update the Airport Layout Drawing to illustrate the construction
improvements.
B. UNDERSTANDING & CITY FURNISHED ITEMS:
1. The City of Jefferson shall provide a work and storage area(as designated by the Airport
Manager) for use by the CONSULTANT for storage of supplies, records,preparing of
project related paper work and all related materials needed to perform construction
services for this project.
C. METHOD OF COMPENSATION
1. Compensation of the Scope of Work, shall be made by Cost Plus a Fixed Fee(Profit).
D. AMOUNT OF COMPENSATION
1. CONSULTANT will perform the Scope of Services of this Amendment No. 2,per the
terms and conditions set forth in the Agreement, for an estimated Cost Plus a Fixed Fee
(Profit) Amount as shown in Table A. A detailed cost summary is shown in Exhibit IV,
"Derivation of CONSULTANT Project Costs" and Exhibit V, "Engineering Basic and
Special Services—Cost Breakdown."
Table A
SUMMARY OF COSTS
Item Cost
Construction Services (Office Staff) $86,791
• Construction Services Field Staff) $255,584
Total Cost $343,375
41529 supagree-02-cservices 4-23-07 Page 3 of 4 Jefferson City Memorial Airport
E.AUTHORIZATION OF SERVICES
1. It is understood any or all of the above items of professional services, or additional items
of a similar nature, may be authorized by SPONSOR.
2. CONSULTANT will agree not to perform services for the account of this project greater
than authorization, nor will CONSULTANT be obligated to perform any services in
addition to that, for which compensation is authorized.
F.TIME OF COMPLETION
1. CONSULTANT is prepared to immediately start work on your order and assign
experienced personnel for services to SPONSOR.
2. CONSULTANT is estimating completion of the construction phase services in
approximately forty-five (45) calendar days after the City of Jefferson's acceptance of the
Contractor's completed work.
G. DBE PARTICIPATION OBTAINED BY CONSULTANT:
I. (Not Applicable for this Work)
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by their
respective proper officials.
• ,lol
Executed by the CONSULTANT the Z3 day of ,c,,• , 2007.
Executed by the SPONSOR the day of L4LJ0,__ , 2007.
SPONSOR: CONSULTANT:
City of Jefferson, Missouri Burns &McDonnell Engineering Company, Inc.
By: rA
Signature By:
Title: 42yor Signature
David G. Yea ans
Title: Presi t Aviation &Facilities Division
AT
By: By:
Signature Signature
Titl tlty��ler David G. Hadel, P.E.
A S rm: T itle: Director of General Aviation Services
•
cityb6tuns-6for
END OF SUPPLEMENTAL AGREEMENT No. 2
41529 supagree-02-cservices 4-23-07 Page 4 of 4 Jefferson City Memorial Airport
DERIVATION OF CONSULTANT PROJECT COSTS
SUMMARY OF COSTS
• Taxiway A&Connecting Taxiways
Jefferson City Memorial Airport
Construction Services(Field Staff)
BASIC AND SPECIAL SERVICES
April 21,2007
1 DIRECT SALARY COSTS:
TITLE HOURS RATE/HOUR COST($)
Project Manager 0.00 $43.11 $0.00
Resident Representative 1632.00 $35.00 $57,120.00
Sr.Civil Engineer 0.00 $38.00 $0.00
Staff Engineer 0.00 $34.00 $0.00
Asst.Civil Engineer 0.00 $27.00 $0.00
Sr.Electrical Engineer 0.00 $37.76 $0.00
Staff Electrical Engineer 0.00 $35.40 $0.00
Asst. Electrical Engineer 0.00 $29.50 $0.00
Sr.Tech. 0.00 $25.00 $0.00
Staff Tech. 0.00 $19.00 $0.00
Geotech. Engineer 0.00 $35.40 $0.00
Clerical 0.00 $16.50 $0.00
1,632.00
Total Direct Salary Costs = $57,120.00
2 LABOR AND GENERAL ADMINISTRATIVE OVERHEAD:
Percentage of Direct Salary Costs @ 134.99% = $77,106.29
3 SUBTOTAL:
Items 1 and 2 = $134,226.29
4 PROFIT:
10.00% %of Item 3 Subtotal = $13,422.63
Subtotal $147,648.92 Lump Sum Fee
5 OUT-OF-POCKET EXPENSES:
a. Mileage(office) 0.00 Miles @ $0.485 /Mile = $0.00
b. Transport.(field) 7.00 Months @ $1,786.52 /Mo._ $12,505.64
c. Motel(office) 0.00 Nights @ $65.00 /Night= $0.00
d. Per Diem(field) 219.00 Nights @ $65.00 /Night=. $14,235.00
e. Meals 2.00 Days @ $25.00 /Day = $50.00
f. Computer CADD 0.00 Hours @ $7.00 /Hour= $0.00
g. Computer Eng. 1632.00 Hours @ $3.50 /Hour= $5,712.00
h. Materials and Supplies = $1,639.00
Total Out-of-Pocket Expenses = $34,141.64
6 SUBCONTRACT COSTS:
a. Surveyor - $5,000.00
b. Geotechnical Engineer = $68,794.00
c. Permit Fees = $0.00
$73,794.00
7 MAXIMUM TOTAL FEE:
• Items 1,2,3,4,5 and 6 = $255,584.56
EXHIBIT IV-SUMMARY
DERIVATION OF CONSULTANT PROJECT COSTS
SUMMARY OF COSTS
Taxiway A&Connecting Taxiways
Jefferson City Memorial Airport
Construction Services(Field Staff)
BASIC AND SPECIAL SERVICES
April 21,2007
Classification: Project Resident Sr.Civil Staff Engineer Asst.Civil Sr.Electrical Staff Electrical Asst.Electrical Sr.Tech. Staff Tech. Geotech. Clerical Other Costs
Manager Representative Engineer Engineer Engineer Engineer Engineer Engineer
Gross Hourly Rate: $111.43 $90.47 $98.23 $87.89 $69.79 $97.61 $91.51 $76.25 $64.62 $49.11 $91.51 $42.65
A.BASIC SERVICES
CONSTRUCTION
1 SERVICES 1632.00 (1,2,3,4,5)
Total= $181,790.56 $147,648.92 $34,141.64
2 DESIGN PHASE (1,2,3,4,5)
Total=
3 BIDDING&CONST.
AWARD PHASE (1,2,3,4,5)
Total=
4 QUALITY CONTROL (1,2,3,4,5)
Total=
5 N/A (1,2,3,4,5)
Total=
PART A SUBTOTAL= $181,790.56
B.SPECIAL SERVICES
1 PERMIT FEES (1,2,3,4,5)
Total=
2 SURVEY(Borrow Sites) (1,2,3,4,5)
Total= $5,000.00 $5,000.00
3 UPDATE ALD (1,2,3,4,5)
Total=
4 LAND ACQUISITION (1,2,3,4,5)
Total=
5 GEOTECHNICAL (1,2,3,4,5)
Total= $68,794.00 $68,794.00
PART B SUBTOTAL= $73,794.00
GRAND TOTAL= $255,584.56
(1)Mileage,Motel and Meals (3)Computer Services (5)Other(identify)
(2)Equipment,Materials and Supplies (4)Vendor Services
4/21/2007 jell city Mo TWY A cservices fee 4-21-07 field
DERIVATION OF CONSULTANT PROJECT COSTS
SUMMARY OF COSTS
• Taxiway A&Connecting Taxiways
Jefferson City Memorial Airport
Construction Services(Field Staff)
BASIC AND SPECIAL SERVICES
April 21,2007
1 DIRECT SALARY COSTS:
TITLE HOURS RATE/HOUR COST($)
Project Manager 138.00 $43.11 $5,949.18
Planner 32.00 $34.00 $1,088.00
Sr.Civil Engineer 233.00 $38.00 $8,854.00
Staff Engineer 146.00 $34.00 $4,964.00
Asst.Civil Engineer 0.00 $27.00 $0.00
Sr.Electrical Engineer 0.00 $37.76 $0.00
Staff Electrical Engineer 98.00 $35.40 $3,469.20
Asst.Electrical Engineer 8.00 $29.50 $236.00
Sr.Tech. 32.00 $25.00 $800.00
Staff Tech. 16.00 $19.00 $304.00
Geotech.Engineer 0.00 $35.40 $0.00
Clerical 27.00 $16.50 $445.50
730.00
Total Direct Salary Costs = $26,109.88
2 LABOR AND GENERAL ADMINISTRATIVE OVERHEAD:
Percentage of Direct Salary Costs @ 172.42% = $45,018.66
• 3 SUBTOTAL:
Items 1 and 2 = $71,128.54
4 PROFIT:
10.00% %of Item 3 Subtotal = $7,112.85
Subtotal $78,241.39 Lump Sum Fee
5 OUT-OF-POCKET EXPENSES:
a. Mileage(office) 6734.02 Miles @ $0.485 /Mile = $3,266.00
b. Transport.(Feld) 0.00 Months @ $1,786.52 /Mo._ $0.00
c. Motel(office) 0.00 Nights @ $65.00 /Night= $0.00
d. Per Diem(field) 0.00 Nights @ $75.00 /Night= $0.00
e. Meals 25.00 Days @ $25.00 /Day = $625.00
f. Computer CADD 48.00 Hours @ $7.00 /Hour= $336.00
g. Computer Eng. 682.00 Hours @ $3.50 /Hour= $2,387.00
h.Materials and Supplies = $1,936.00
Total Out-of-Pocket Expenses = $8,550.00
6 SUBCONTRACT COSTS:
a. Surveyor = $0.00
b. Geotechnical Engineer = $0.00
c. Permit Fees = $0.00
$0.00
7 MAXIMUM TOTAL FEE:
• Items 1,2,3,4,5 and 6 = $86,791.39
EXHIBIT IV-SUMMARY
• • •
DERIVATION OF CONSULTANT PROJECT COSTS
SUMMARY OF COSTS
Taxiway A&Connecting Taxiways
Jefferson City Memorial Airport
Construction Services(Field Staff)
BASIC AND SPECIAL SERVICES
April 21,2007
Classification: Project Planner Sr.Civil Staff Engineer Asst.Civil Sr.Electrical Staff Electrical Asst.Electrical Sr.Tech. Staff Tech. Geotech. Clerical Other Costs
Manager Engineer Engineer Engineer Engineer Engineer Engineer
Gross Hourly Rate: $129.18 $101.89 $113.87 $101.89 $80.91 $113.15 $106.08 $88.40 $74.92 $56.94 $106.08 $49.44
A.BASIC SERVICES
CONSTRUCTION
1 SERVICES 136.00 232.00 140.00 98.00 8.00 24.00 25.00 (1,2,3,4,5)
Total= $80,443.83 $17,569.06 $26,418.20 $14,263.91 $10,395.87 $707.20 $1,797.97 $1,236.11 $8,055.50
2 DESIGN PHASE (1,2,3,4,5)
Total=
3 BIDDING&CONTT.
AWARD PHASE (1,2,3,4,5)
Total=
4 QUALITY CONTROL (1,2,3,4,5)
Total=
5 N/A (1,2,3,4,5)
Total=
PART A SUBTOTAL= $80,443.83
B.SPECIAL SERVICES
1 PERMIT FEES (1,2,3,4,5)
Total=
2 DESIGN SURVEY (1,2,3,4,5)
Total=
3 UPDATE ALD 2.00 32.00 1.00 6.00 8.00 16.00 2.00 (1,2,3,4,5)
Total= $6,347.56 $258.37 $3,260.32 $113.87 $611.31 $599.32 $910.97 $98.89 $494.50
4 LAND ACQUISITION (1,2,3,4,5)
Total=
5 GEOTECHNICAL (1,2,3,4,5)
Total=
PART B SUBTOTAL= $6,347.56
GRAND TOTAL= $86,791.39
(1)Mileage,Motel and Meals (3)Computer Services (5)Other(identify)
(2)Equipment,Materials and Supplies (4)Vendor Services
4/21/2007 Jeff city Mo TWY A cservices fee 4-21-07 office
MISSOURI DEPARTMENT OF TRANSPORTATION
AVIATION SECTION
STATE AVIATION TRUST FUND PROGRAM
CONSTRUCTION OBSERVATION PROGRAM
ATTACHMENT A
I. Construction Observation Program (COP)
At least a minimum of 10 days prior to the pre-construction meeting, the Engineer shall
submit a Construction Observation Program (COP) to MoDOT for review and approval.
MoDOT concurrence with the issuance of the Notice-to-Proceed is.contingent upon
submittal of an acceptable observation program.
The COP shall detail the measures and procedures to be utilized by the Engineer to
comply with quality assurance provisions of the construction contract, including, but not
limited to, all tests required by the project specifications. The program shall include the
following items as a minimum:
a. Scope of Work: Brief narrative that describes the general scope of the project
work.
b. Name and title of the Sponsor's authorized representative (Airport Manager,
City Engineer, etc.).
c. Name of Contractor and project Superintendent.
d. Name of the Project Engineer/Manager that has overall responsibility for
administration of the construction contract. This person shall have the
authority, as described in Section 50-08 of the General Provisions, to take
necessary actions to assure compliance with the contract requirements.
e. Name of Resident Observer. Identify the limits of the observer's
responsibilities.
f. Name of Sponsor's Quality Assurance testing laboratory.
g. Name of Contractor's Quality Control testing laboratory including a point of
contact.
h. Names of any other engineering firms with quality assurance responsibilities
for the project including a description of the services to be provided by each
firm.
i. List qualifications for the Project Engineer/Manager, resident observer,
testing personnel, and laboratory personnel.
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j. Itemized listing of all tests required by the contract specification, including the
type and frequency of tests to be taken, the method of sampling, the
applicable test standard, and the acceptance criteria or tolerances permitted
for each type of test.
k. Identify procedures for assuring that:
1. tests are taken in accordance with the approved construction
observation program;
2. tests are documented properly;
3. corrective actions/retesting is taken for failed tests;
4. mix designs meet project specifications and Engineer's approval is
properly documented;
5. quality and quantity of materials meet project requirements;
6. reports are transmitted to proper parties.
II. Engineer's Field Office and Laboratory, Equipment and Contract
Documents
a. The Engineer shall assure that a facility suitable for use as a field office and
laboratory is provided for within the construction contract documents
(Reference Section 60-05 of the General Provisions).
b. The Engineer shall assure that equipment required for surveying, material
testing, and project inspection is provided for in the construction contract
specifications and is in proper working order.
c. The Engineer shall assure that approved plans and/or specifications are
available to construction observation and testing laboratory personnel
employed by the Engineer or working under contract with the Engineer.
III. Personnel Qualifications
a. Project Engineer/Manager
The Project Engineer/Manager shall be a Professional Engineer, licensed in
the state where construction takes place (or a reciprocal state), and shall
have overall responsibility for construction observation of the project.
1. The engineer must be on the project site at the beginning of any
critical operations and shall supervise all additional construction
observation personnel. Critical operations shall be specifically defined
in the COP.
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2. The engineer shall have authority to make decisions regarding the
project, subject to approval of the sponsor/owner and MoDOT. Official
project documents (i.e. change orders, inspection reports, etc.) shall
be signed by the Project Engineer.
3. Unless otherwise approved by MoDOT, the Project Engineer shall
meet the following minimum requirements:
• Earthwork - 3 years experience in earthwork construction.
• Base and Subbase - 3 years experience in base and subbase
construction.
• Concrete or Asphalt - 5 years experience in airport or highway
pavement construction.
b. Resident Observer
The engineering consulting firm may supplement the Project Engineer with a
resident observer. The use of a Resident Observer shall not diminish the
responsibility of the Project Engineer. The Project Engineer must be present
at the start of all critical operations to assure contractor compliance. The
Resident Observer may assist the Project Engineer with construction
observation but shall not assume the overall responsibility of the Project
Engineer. The qualifications for construction observation personnel will vary
depending upon the material being placed. Consult the minimum standards
for materials to ascertain the minimum qualifications for the resident
observer.
c. Field Testing Personnel
Unless otherwise specified, field-testing personnel shall have a minimum of
one-year experience in field-testing of the material being placed or
constructed. In lieu of working experience, a certificate of completion from an
acceptable training course may be accepted subject to MoDOT approval.
d. Laboratory Personnel
The supervisors of the main testing laboratory and field laboratory shall have
as a minimum; two years of prior employment with the official project testing
laboratory or other testing laboratories with approved accreditation. The
supervisor is ultimately responsible for the testing activity, but need not be
present for field sampling or field-testing.
IV. Testing Laboratory
a. The laboratory furnishing testing services for the project shall be proficient in
performing those test standards as required by the construction contract
specifications.
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b. Testing functions occurring in the field such as density testing, material
sampling, or specimen preparation shall be performed by qualified personnel.
Field-testing personnel shall have as a minimum, one year of experience with
the appropriate material and construction methods.
V. Surveying
a. The surveying included in this portion of the observation program is limited to
that required for construction of the project. All field notes and data collected
during design should be made available to the Project Engineer regardless of
who designs the project. The survey party shall consist of a qualified party
chief and survey crew. All survey equipment shall be verified for proper
operation prior to use. If property surveying is required, the party chief shall
be a registered land surveyor.
b. Horizontal and Vertical Control: Per Section 50-06 of the General Provisions,
the Sponsor's engineer shall be responsible for establishing horizontal and
vertical control. Occasional spots shall be required to assure the integrity of
the control monuments. Due to accuracy requirements for aeronautical
information, the construction monuments for runway projects shall be tied into
the National Geodetic Service (NGS) survey Datums. For horizontal control,
the referenced datum shall be NAD83. For vertical control, the referenced
datum shall be NAVD88. The construction monuments shall be adequately
protected throughout the duration of the project.
c. Construction Layout and Staking: Construction layout and staking shall be
accomplished by the Contractor using the horizontal and vertical control
monuments established by the Sponsor's surveyor. The Sponsor shall avoid
situations that have their engineering consultant accomplishing the
construction layout and staking. The responsibility and risk associated with
construction layout and staking shall remain with the Contractor.
d. During the course of the project work, the Sponsor's survey party shall make
spot checks on alignment, verify proper cross sections of the completed
pavement layers (subgrade, subbase, base course and surface course) and
verify final cross sections for computing final pay quantities.
VI. Construction Observation and Material Testing
a. Subgrade, Subbase, and Base Course Construction Personnel
1. Field Construction Observer: The Engineer shall provide at least one
on site construction observer per shift with a minimum of 2 years
experience in earthwork, and aggregate subbase/base course
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construction. Subject to MoDOT approval, a four-year college degree
in engineering or a certificate of completion from an acceptable
training course may be substituted for up to one year of experience. If
additional assistant construction observers are required they shall
have a working knowledge of earthwork and subbase/base coarse
construction procedures.
2. Field Testing Personnel: Unless otherwise specified, field-testing
personnel shall have a minimum of one-year experience in field-testing
of subgrade, subbase, and base courses. In lieu of working
experience and subject to MoDOT approval, a certificate of completion
from an acceptable training course may be accepted.
3. Laboratory Personnel: The supervisor(s) of the main testing laboratory
and field laboratory shall have as a minimum, two years of prior
employment with the official project testing laboratory or other testing
laboratories with approved accreditation. The supervisor is ultimately
responsible for the testing activity, but need not be present for field
sampling or field-testing.
b. Bituminous Paving Observation Personnel
1. Field and Plant Observers: The Sponsor's Engineer shall furnish a
sufficient number of observers to adequately observe plant and field
laydown operations. A minimum of one on site observer per shift shall
have at least five years of experience in the field of bituminous
pavement construction. Subject to MoDOT approval, a four-year
college degree in engineering or a certificate of completion from an
acceptable training course may be substituted for up to one year of
experience. Additional assistant observers shall have a working
knowledge of the appropriate construction procedures. This includes
observers for construction of bituminous seal coats and surface
courses.
2. Field Testing Personnel: Unless otherwise specified, field-testing
personnel shall have a minimum of one-year experience in field testing
and sampling of bituminous concrete. In lieu of working experience
and subject to MoDOT approval, a certificate of completion from an
acceptable training course may be accepted.
3. Laboratory Personnel: The supervisor(s) of the main laboratory and
field laboratory shall have a minimum of two years of supervisory
employment with this laboratory or other laboratories with approved
accreditation. Additional laboratory personnel shall have a working
knowledge of bituminous mixture testing. The supervisor is ultimately
responsible for the testing activity, but need not be present for field
sampling or field-testing.
5 of 7
c. Concrete Paving and Structural Concrete Observation Personnel
1. Field Observers: The Sponsor's Engineer shall furnish a sufficient
number of observers to adequately inspect plant and field placement
operations. A minimum of one on site observer per shift shall have a
least 5 years experience in concrete pavement construction. Subject
to MoDOT approval, a four-year college degree in engineering or a
certificate of completion from an acceptable training course may be
substituted for up to one year of experience. The observer shall be on
site during the placing, initial sawing and initial curing operations.
Additional assistant observers shall have a working knowledge of
concrete paving procedures.
2. Field Testing Personnel: Unless otherwise specified, field-testing
personnel shall have a minimum of one-year experience in field testing
and sampling of Portland cement concrete. In lieu of working
experience and subject to MoDOT approval, a certificate of completion
from an acceptable training course may be accepted.
3. Testing Laboratory Personnel: The supervisor of the main laboratory
and field laboratory shall have a minimum of two years of employment
with this laboratory or other laboratories that have approved
accreditation. Additional laboratory personnel shall have a working
knowledge of concrete testing. The supervisor is ultimately
responsible for the testing activity, but need not be present for field
sampling or field-testing.
d. Manufactured Materials
For manufactured items such as cement, asphalt, steel, lime, flyash, etc., the
Project Engineer may accept the vendor's certification that the materials meet
the specifications or may require the material to be tested for compliance to
the specifications.
e. Report of Test Results to the Contractor
The contractor shall be verbally notified of the test results immediately after
the tests have been completed. The information shall include the results of
the tests and any pavement deductions due to substandard construction
materials. In no case shall the Contractor be verbally notified later than 4
working hours after the test results have been completed. Additional written
notification shall be provided to the Contractor within 7 days after the tests
have been completed.
f. Retesting
The testing laboratory shall provide written notification to the Sponsor and the
Contractor of additional costs incurred from retesting of failed materials and
additional quality assurance tests.
6 of 7
VII. Reports
a. Daily Reports: The sponsor's resident observer shall maintain daily records
that sufficiently describe the work accomplished that day. The sponsor is not
required to submit the daily records to MoDOT, however, such records shall
be made available to MoDOT upon request. The Sponsor shall maintain the
records for a period not less than three years from the date of project
acceptance. As a minimum, the following shall be recorded:
• Daily weather conditions
• Worked accomplished that day
• Material delivered
• Type of equipment in use
• Size of workforce including presence of contractor's supervisor
• Hours worked per day
• Acceptance tests conducted and results obtained
• Corrective actions taken by the contractor
• Safety Plan measures implemented or modified
• Estimate of percentage of work completed to date
• Identification of critical construction issues
b. Weekly Reports: At the end of each workweek, the sponsor's resident
observer shall submit to MoDOT a Weekly Construction Progress and
Inspection Report (attachment no.1) including weekly test reports'.
c. Final Testing Report: At the end of the project, the Project Engineer shall
submit a final test and quality control report containing the minimum
applicable documentation per the Final Testing Report (Checklist)
(attachment no. 2) including the Electrical Systems Testing Report
(attachment no. 3), Precision Approach Path Indicator (PAPI) Inspection
Report (attachment no. 4), and the Preliminary Data Information For
New/Relocated PAPI Facilities (attachment no. 5), if applicable.
NOTE: The Final Testing Report (Checklist) is to be included as part of the
Final Testing Report. Each applicable item that is not "marked" and included,
as part of the referenced report, must be fully explained on a separate sheet
as to why it was not included.
'The weekly test reports shall include type of tests taken, applicable test
standards, location of tests, test results (highlighting those test which fail
specification requirements), corrective action/retesting noted for failed tests,
and project specification requirements. Examples of weekly test reports are
shown in attachment nos. 6 through 8.
7 of 7
Attachment No. 1
Period Beginning/Ending
WEEKLY CONSTRUCTION PROGRESS
AND INSPECTION REPORT MoDOT Project Number
Airport Name Contractor's Name
Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base,
surface,lighting,marking,etc.)
Work Completed or in Progress this Period.
Brief Weather Summary this Period including Approximate Rainfall and Periods of Below Freezing Temperature. (On earthwork jobs
include soil conditions)
Contract Time Summary of Laboratory and Field Testing this Period (Note failing tests and any retests.
Summarize out-of-tolerance material.Identify material subject to pay reduction).
Number Days Last Working Day
Charged To Date Charged(Date)
Describe Anticipated Work by Contractor for Next Period.
Problem Areas/Other Comments. (Revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions
taken.)
SPONSOR'S INSPECTOR OR REPRESENTATIVE
Date Typed or Printed Name and Title Signature
Rev.09/01/02
Attachment No. 2
MoDOT Project Number
• FINAL TESTING REPORT
(CHECKLIST) Airport Name
ITEMh!MO-152, EXCAVATION AND EMBANKMENT INCLUDED
Density test results. ❑
Moisture test results. ❑
Smoothness test results. ❑
ITEM MO 209; CRUSHED AGGREGATE BASE.COURSE" ` INCLUDED
Density test results. ❑
Moisture test results (at time of placement). ❑
Smoothness test results. ❑
Thickness test results. ❑
ITEMM0-,15 5;.FLY ASH (LIME) TREA EDrSUBGRADE 3. ;`,'IN'CLU,DED
Density test results. ❑
• Moisture test results. ❑
Smoothness test results. ❑
Thickness test results. ❑
ITEIIA M0-401yk.PLANT MIX 0M.13M U'1,11 0US P'AVEME�NTS 1`II GD--,GT&
ROM W-77,47#770MW
Copy of the engineer's approval letter for the job mix formula. ❑
Copy of the engineer's approval letter for the contractor's quality control ❑
program.
Copy of the certification letter signed by the manager of the testing laboratory
(used to develop the mix design) stating that it meets the requirements of ❑
ASTM D 3666.
Mat density results. ❑
Joint density results. ❑
Thickness results. ❑
Smoothness results (straightedge and/or profilograph). ❑
Grade results. ❑
•
1 of 2
ITEM MO-501, PORTLAND,CEMENT CONCRETE PAVEMENT INCLUDER,
• Copy of the engineer's approval letter for the job mix formula. ❑
Copy of the engineer's approval letter for the contractor's quality control ❑
program.
Copy of the certification letter signed by the manager of the testing laboratory
(used to develop the mix design) stating that it meets the requirements of ❑
ASTM C 1077.
Compressive strength results*. ❑
Thickness results*. ❑
Smoothness results (straightedge and/or profilograph). ❑
Grade results. ❑
Edge slump results. ❑
Dowel bar alignment results. ❑
* including percentage of material within limits (PWL) calculations. ❑
ITEM MO-610, STRUCTURAL PORTLAND CEMEENT:CONCRETE INCLUDED`
• Compressive test results. ❑
ITEMS ACCEPTED BY MANUFi o►CTUER'S'''AND/OR;1/ENDER'S' INCLUDED
h
CERT IFICATION
Provide a list of all manufactured items, materials, etc., that were accepted
on manufacturer's and/or vendor's certification (i.e. asphalt cement, paint, ❑
lighting items, etc.)
RECORD OF FINAL INSPECTION=. INCLUDED
In addition, the Final Test Report shall include a Record of Final Inspection.
The date of the inspection and those present shall be identified. Deficiencies
and unfinished work should be listed along with a date for completion of any
corrective action. If the deficiencies and unfinished work are minor in nature,
the Sponsor may deem the project work to be substantially complete and thus
accept the project conditioned upon corrective action being taken to resolve ❑
any punch list items.
The Record of Final Inspection should include a statement similar to the
following: "Based on the visual observation and the results obtained from
acceptance tests, the project work is found to be substantially in
accordance with the requirements of the contract". The Project Engineer
shall sign this report.
• NOTE: This Final Testing Report Checklist is to be included as part of the Final Testing Report. Each
applicable item that is not "marked" and included, as part of the referenced report must be fully explained
on a separate sheet as to why it was not included.
2 of 2
Attachment No. 3
i
MoDOT Project Number
• ELECTRICAL SYSTEMS TESTING REPORT
Airport Name
ITEM DESCR[PTION YES NO N/T
All airport lighting equipment and materials covered by Federal
Aviation Administration (FAA) specifications have the prior
approval of the FAA, and are listed in Advisory Circular (AC) ❑ El E]
Latest Edition, Airport Lighting Equipment
Certification Program (Attach a list of those items accepted by
certification to this form.)
All lighting power and control circuits are continuous and free ❑ ❑ El
shorts.
All circuits are free from unspecified grounds. ❑ ❑ ❑
The insulation resistance to ground of all nongrounded series ❑ ❑ ❑
circuits is not less than 50 megohms.
The insulation resistance to ground of all nongrounded ❑ ❑ ❑
conductors of multiple circuits is not less than 50 megohms.
• All circuits are properly connected in accordance with applicable ❑ ❑ ❑
wiring diagrams.
All circuits are operable. Tests have been conducted that include
operating each control not less than 10 times and the continuous ❑ El 1:1
of each lighting and power circuit for not less than 1/2
hour.
Additional Comments
Note: Each item with a "no" response must be fully explained on a separate attachment.
SPONSOR'S INSPECTOR OR REPRESENTATIVE
Date Typed or Printed Name and Title Signature
•
Rev.09/01/02
Attachment No. 4
MoDOT Project Number
PRECISION APPROACH PATH INDICATOR
(PAPI) INSPECTION REPORT Airport Name
RUNWAY STATION
PAPI UNITS AIMING ANGLE MEASURED ANGLE
Inner Box
Second Box
Third Box
Outer Box
IT=EM:DESCRIPTION YES NO
The front face of each light unit in a bar is located on a line perpendicular to the El
runway centerline within a tolerance +/- 6 inches.
Each light unit is aimed outward into the approach zone on a line parallel to the F-1 ❑
runway centerline within a tolerance of +/- '/2 degree.
The beam centers of all light units are within 1 inch of a horizontal plane that El ❑
corresponds to the elevation given on the plans.
The lay out of each light unit is according to plan and the difference in lateral ❑ ❑
spacing between light units does not exceed one foot.
• RUNWAY STATION
PAPI UNITS AIMING ANGLE MEASURED ANGLE
Inner Box
Second Box
Third Box
Outer Box
ITEM DES`CRIPTI,ON � y F{ n YE, a Np ...
The front face of each light unit in a bar is located on a line perpendicular to the
runway centerline within a tolerance +/- 6 inches.
Each light unit is aimed outward into the approach zone on a line parallel to the
runway centerline within a tolerance of+/- '/Z degree.
The beam centers of all light units are within 1 inch of a horizontal plane that
corresponds to the elevation given on the plans.
The lay out of each light unit is according to plan and the difference in lateral 0 ❑
spacing between light units does not exceed one foot.
Note: Each item with a "no" response must be fully explained on a separate attachment.
SPONSOR'S INSPECTOR OR REPRESENTATIVE
• Date Typed or Printed Name and Title Signature
Rev.09/01/02
Attachment No. 5
PRELIMINARY DATA INFORMATION
• FOR NEW/RELOCATED PAPI FACILITIES
REQUIRED DATA
Airport Name: Location:
Runway: Airport Identifier: Owner of PAPI:
Type of PAPI (Ex: PAPI-2L, PAPI-4R):
The distance from the Runway Reference Point
(RRP)(The point where the PAPI angle intercepts the feet
runway centerline) to the runway threshold (or the
displaced threshold if one exists) to the nearest foot. '
The angle the PAPI is set to the hundredth of a degree.
The TCH at,the threshold (or displaced threshold if one
exists) to the tenth of a foot.
PROVIDE THE FOLLOWING DATA IF AVAILABLE
The elevation of the runway centerline at the RRP to the
tenth of a foot (Ex. 750.2). Submit elevations in NAVD88 feet
vertical datum (may be in EGM-96 if military).
The coordinates for both ends of the runway and all displaced thresholds. Submit
coordinates in NAD/83 horizontal datum (may be in WGS/84 or EGM-96 if military). The
data on record at flight check can be viewed at: http://avnwww.iccbi.gov/datasheet/.
Runway# Latitude Longitude Elevation
To the hundredth of a second To the hundredth of second To the tenth of a foot
SUBMITTED BY:
Name: Date:
Title: Phone:
Organization: E-mail:
Data forms should be sent to MoDOT by fax (573) 526-4709 or e-mail aviationa-modot.mo.gov.
• Questions? Call Aviation Systems Standards (AVN) at (405) 954-5698/5878/7937/5930.
Flightcheck Data Submission Format — 6/15/2005
SAMPLE (this is only a sample format and should be adjusted to meet project specific report requirements)
SUMMARY OF WEEKLY TEST RESULTS (Soil Or Baserock Compaction)
Sponsor's Name: Project Number:
Airport Name: Week of-
Date Report Test Optimum Optimum Dry Percent Percent +/-Opt. Compact Moisture Test Sample Location
No. I No. Density Moisture Density Compaction Moisture Moisture Pass/Fail Pass/Fail Pass/Fail
Specification limit 95% +/-2%
1/27/00 1 7 1 99.7 21.0 97.5 97.8 24.9 3.9 P F F Sta 13+50, 80' rt. C/L 5'below grade
1/27/00 7 2 99.7 21.0 90.9 91.2 31.7 10.7 F F F Sta 13+70, 100' rt. C/L, 5'below grade y
1/27/00 7 3 99.7 21.0 93.3 93.6 28.3 7.3 F F F Sta 13+70,90' rt. C/L,moisture only
1/27/00 7 4 99.7 21.0 94.7 95.0 7.5 -13.5 P F F Sta 13+25,200' rt. C/L,moisture only ��
1/28/00 8 1 99.7 21.0 97.5 97.8 22.0 1.0 P P P Sta 13+50, 75' rt.C/L,retest for 7-1
CD
z
0
CN
Remarks:
SAMPLE (this is only a sample format and should be adjusted to meet project specific report requirements)
SUMMARY OF WEEKLY CONCRETE COMPRESSIVE STRENGTH
Sponsor's Name: Project Number:
Airport Name: Week of:
Slump Air Content Test Age Unit
Date Cyl.ID Lot>Sublot ° Date Cast Date Tested Strength Sample Location
�1°� ��0� (Days) (psi)
Specification Limit 0-1.5 5± 1.5 3500
lA 1/1 1 1/4 6.0 1/27 2/24 28 5,250 Runway left lane, Sta. 5+00 Y
1B 1/1 11/4 6.1 1/27 2/24 28 4,800
>v
2A 1/2 1 1/2 5.8 1/27 2/24 28 5,100 Runway left lane, Sta. 10+00
2B 1/2 1 5.0 1/27 2/24 28 5,500 C
3A 1/3 1 1/4 5.5 1/27 2/24 28 4,600 Runway left lane, Sta. 15+00 Z
3B 1/3 3/4 6.0 1/27 2/24 28 4,750 o
4A 1/4 1 5.9 1/27 2/24 28 5,000 Runway left lane, Sta. 20+00
4B 1/4 11/4 6.3 1/27 2/24 28 4,900 "
Remarks:
• • •
SAMPLE (this is only a sample format and should be adjusted to meet project specific report requirements)
SUMMARY OF WEEKLY ASPHALT COMPACTION AND THICKNESS TESTS
Sponsor's Name: Project Number:
Airport Name: Week of:
Lot/ Surface Dry Weight Surface Weight In Bulk Field-Bulk Lab-Bulk Percentage
Date Thickness In Air Water Volume Specific Specific of Sample Location
Sublot Dry(SSD)
(in) (grams) Wt(grams) (grams) (cc) Gravity Gravity Compaction
Specification Limit 2.0 >98.0
1/1 2.1 780.8 788.3 450.8 337.5 2.313 2.339 98.9 Runway, 18' Lt. C/L,Sta. 14+00
1/2 2.2 826.1 832.2 472.5 359.7 2.297 2.339 98.2 Runway,23' Lt. C/L, Sta. 18+00
>v
1/3 2.0 766.8 768.1 438.3 329.8 2.325 2.339 99.4 Runway,26' Lt. C/L,Sta. 23+00
1/4 2.1 775.7 777.1 443.1 334.0 2.322 2.339 99.3 Runway,28' Lt. C/L,Sta. 27+00 CD
z
0
00
Remarks:
•
COST ESTIMATE WORKSHEET Irerracon
JEFFERSON CITY TAXIWAY A AND CONNECTORS
Jefferson Ci , Missouri
Task Unit Type No.of Units Unit Rate Subtotal Total
L Field Density Testing(flyash stabilized subgrade,base rock&soil)
Technician I estimate 60 days at 9 hours per day hours 540 $ 52.00 $ 28,080.00
Trip Charge(mileage) trips 60 $ 35.00 $ 2,100.00
Engineering Reports and Review hours 54 $ 98.00 $ 5.292.00
subtotal $ 35,472
11.1 Laboratory Testing and Fly Ash Optimization
Technician Proctor Pick-Up) hours 10 $ 52.00 $ 520.00
Trip Charge mileage trips 3 $ 35.00 $ 105.00
Standard Proctor Test each 15 $ 140.00 $ 2,100.00
Callfomia Bearing Ratio each 24 $ 250.00 $ 6,000.00
Atterberg Limits each 15 $ 53.00 $ 795.00
Engineering Reports and Review hours 15 $ 98.00 $ 1,470.00
subtotal $ 10,990
Ill.Portland Cement Concrete Field Testing
Technician estimate 12 trips at 13 houraftrip one technician)- hours 156 $ 52.00 $ 8,112.00
Technician I concrete pickup 12 trips at 2 hrs/Irip hours 24 $ 44.00 $ 1,056.00
Core Machine Equipment Rental days 7 $ 100.00 $ 700.00
Coring Tech 1(7 trips @ 6hmraip) hours 56 $ 44.00 $ 2,464.00
Core Measuring hours 25 $ 44.00 $ 1,100.00
Trip Charge(mileage) trips 31 $ 35.00 $ 1,085.00
Engineering Reports and Review hours 17 $ 98.00 $ 1,666.00
subtotal $ 16,183
IV.Meetings
Pro ect Engineer 0 meeting a month 0 4hra/nreetin hours 28 $ 98.00 $ 2,744.00
Site Visits by Project Manager 8 site visits C 4 hrsMsh hours 32 $ 90.00 $ 2,880.00
Trip ha a I mileage) trips 15 $ 35.00 $ 525.00
subtotal $ 6,149
TOTAL Items 1.through IV. $ 68,794
This worksheet Is a cost estimate based u n the above-listed hours trips,and qua ntitles and Is not a guaranteed maximum
•
430/2007 2:00 PM Proposal Number.Copy of C0907117 from terracon
Construct Taxiway A and Taxiway Comiectors February 2007
i
I
Said ENGINEER will act as the OWNER'S representative and shall assume all rights and authority assigned to the
ENGINEER as stated within the Contract Documents in connection with the completion of the Project Work.
i
IN WITNESS WHEREOF, OWNER and CONTRACTOR have executed five (5) copies of this Agreement on the day and
year first noted herein.
OWNER CONTRACTOR
City of Jefferson Name:
320 E. McCarty Street
Address
Jefferson City,Missouri 65101
i
By: By:
Signature
Mayor
Title of Representative
ATTEST ATTEST
I. By: By:
Signature
City Clerk
Title of Representative
�I APPROVED AS TO FORM
City Counselor
CITY SEAL:
1
JefCity Mo-100.doc 116 Jefferson City Memorial Airport
Bill 2007-23
Exhibit B
Supplemental Appropriations
Fiscal Year 2007 Budget
AIRPORT FUND:
Revenue:
6100-0000-0335-0010 $ 174,999
(Federal Grants)
6100-0000-0800-3502 $ 9,211
(Transfer from Cl Tax matching funds)
Expenditure:
6100-6100-7000-0030 $ 184,210
(Airport Capital Imprs)
Bill 2007-23
Page 3 of 3
FINANCE DEPARTMENT
PURCHASING DIVISION
SUBJECT: Bid No. 2336 - Construct Taxiway and Connectors, Airport Division
Opened on April 24, 2007 - Community Development
BIDS RECEIVED: Base Bid and Alternate 1
Emery Sapp & Sons, Columbia, MO $2,035,827.20
Lehman Construction, California,MO $ 2,063,554.70
J. C. Industries, Jefferson City, MO $2,132,070.70
Schnieders Excavating Co.,Inc., Jefferson City,MO $2,161,174.51
Columbia Curb & Gutter, Columbia, MO $ 2,209,469.35
Gaines Construction, Wentzville, MO $ 2,339,190.70 �.
Knife River Midwest LLC, Decorah, IA $ 2,468,721.80
FISCAL NOTE:
6100-6100-7000-0030 Purchase/Improvement,Building and Land
2006-2007 Budget $ 2,228,542.00
Supplemental Appropriation 184 210.00
Total $ 2,412,752.00
Bid 2336 $ 2,035,827.20
Balance $ 376,924.80
PAST PERFORMANCE:
Staff believes that this vendor will complete the project as specified and bid.
RECOMMENDATION:
Staff recommends award to Emery Sapp& Sons of Columbia, Missouri in the amount of
$2,035.827.20.
ATTACHMENTS - SUPPORTING DOCUMENTATION
S ignatur
P ch gent Dire or Comm evelopment
City of
1111 111 ,
III
of em, rson
Lit,
COMMUNITY DEVELOPMENT W Memorandum
320 East McCarty Street • Jefferson City, Missouri 65101 • P: 573.634.6410 • F: 573.634.6457 • www.jeffcitymo.org/cd
TO: Dan Klindt, Chairman
Public Works and Planning Committee
FROM: Janice McMillan, Deputy Director for Planning &Transportation Services
DATE: May 24, 2007 - UPDATED/CORRECTED INFORMATION
SUBJECT: 2007 Grant-Funded Airport Projects
1. Contract with Emery Sapp & Sons to Construct Taxiway A and Taxiway Connectors and
Amending the 2006-2007 Budget by Appropriating Additional Funds for the Project
a. Construction project. Bids have been taken on the airport construction project planned
and budgeted for 2007. Emery Sapp & Sons of Columbia, MO was the apparent low
bidder for construction of a parallel taxiway to serve the main instrument runway. This
project will also include construction of connecting taxiways, pavement repairs to the
airport parking apron and installation of taxiway lighting. This project is recommended
by our airport layout plan and has the approval of the Federal Aviation Administration
(FAA) and Missouri Department of Transportation (MoDOT). Total project cost for all
construction is $2,035,827.20. This includes the base bid of $1,706,082.60 for
construction of the parallel taxiway and Bid Alternate 1 in the amount of $329,744.60 for
construction of the taxiway connector. This is a 95% grant-funded project. This project
was included in the CIP budget. City/5% = $101,791.36 FAA/95% = $1,934,035.84
b. Supplemental Appropriation. MoDOT is allocating an additional $174,999 in grant funds
for this project. A supplemental appropriation is needed to recognize the grant funds
and to appropriate the 5% local match. Funds are available in the CIP fund.
UPDATED: City/5% = $9,211 FAA/95% = $174,999 Total = $184,210
2. Contract with Burns and McDonnell for Construction Oversight and Inspection Services
Related to the Parallel Taxiway Project
As part of the construction process for a new parallel taxiway for the main instrument runway, the
firm of Burns and McDonnell will be providing construction oversight and inspection services. This
agreement provides payment for those inspection and oversight services and outlines the scope of
services. Total cost for professional services provided is $343,375. This is also a 95% grant-funded
item. Funds will be allocated from the CIP budget.
UPDATED: City/5% = $17,168.75 FAA195% = $326,206.25 Total = $343,375.00
3. Contract Change Order with Burns and McDonnell for Additional Design Services
As part of the design process for a new parallel taxiway for the main instrument runway, a need for
additional work on the airport apron was identified and approved by MoDOT. This amendment allows
for payment for the design and engineering services necessary for that additional work. The design
work performed by the Engineer results in an additional $26,759.04. This is a 90% grant funded
project, from state aviation funds. City funds will be allocated from the CIP budget.
City/10% = $2,675.90 MoDOT/90% =$24,083.14 Total = $26,759.04
Is4. Totals City= $121,636.01 Grants = $2,284,325.23 Total = $2,405,961.24
"building a better community"