HomeMy WebLinkAboutResolution 87-14RECORD OF RESOLUTIONS
Dayton Legal Blank, Inc.. Fonn No. 30045
Resolution No.
Passed . 20
A RESOLUTION AUTHORIZING THE CITY MANAGER TO
ENTER INTO A CONTRIBUTION AGREEMENT WITH THE
CITY OF COLUMBUS FOR THE SAWMILL ROAD /HARD
ROAD INTERSECTION IMPROVEMENTS, PART 2
PROJECT
WHEREAS, the City of Dublin and the City of Columbus have agreed to cooperatively
construct the identified transportation improvement project; and
WHEREAS, the Parties entered into the Agreement to widen and improve Hard Road
from Sawmill Road east to Smoky Row Road, including improvement to the
intersection at Hard Road and Sawmill Road ("the Project'j; and
WHEREAS, the City of Columbus agrees to accept a deposit of funds from the City
of Dublin for the City of Columbus to construct certain necessary improvements on
behalf of the City of Dublin, and in the City of Dublin's jurisdiction, with the City of
Columbus Arterial Street Rehabilitation — Hard Road Phase A (Sawmill Road to Smoky
Row Road) project; and
WHEREAS, the estimated construction cost for the Sawmill Road /Hard Road
Intersection Improvements, Part 2 project, including all anticipated inspection
services during construction, is $2,048,336.40, to be deposited to the City of
Columbus prior to awarding the construction contract; and,
WHEREAS, the City of Columbus proposes to construct or to cause to be constructed
public improvements, including those as identified in the attached Exhibits A and B;
and
WHEREAS, the City of Columbus and the City of Dublin recognize the benefit that
public improvements will have on its citizens and that it is in the best interests of the
City of Columbus and the City of Dublin to enter into a Contribution Agreement.
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Dublin, State
of Ohio, of the elected members concurring:
Section 1. The City Manager is hereby authorized to enter into an Contribution
Agreement with the City of Columbus for the improvement of the intersection of Hard
and Sawmill Roads, in substantially the same form as attached, with changes not
inconsistent with this Resolution and not substantially adverse to this City and which
shall be approved by the City Manager and Director of Finance. The approval of
changes thereto by those officials, and their character as not being substantially
adverse to the City, shall be evidenced conclusively by their execution thereof.
Section 2 . This Council hereby authorizes and directs the City Manager, the Clerk
of Council, the Director of Law, the Director of Finance, or other appropriate officers
of the City to prepare and sign all agreements and instruments and to take any other
actions as may be appropriate to implement this Resolution. This Council further
authorizes the City Manager and the Director of Finance, for and in the name of the
City, to execute any amendments to the Contribution Agreement, which amendments
are not inconsistent with this Resolution and not substantially adverse to this City.
Section 3. This Resolution shall take effect upon adoption in accordance with
Section 4.04(a) of the Revised Charter.
ed this day of �1 a I :h a :JL IF 2014.
J
or - Presiding cer
Attest:
Clerk of Council
Office of the City Manager
5200 Emerald Parkway • Dublin, OH 43017 -1090
City of Dublin Phone: 614 - 410 -4400 • Fax: 614 - 410 -4490
To: Members of Dublin City Council
From: Marsha I. Grigsby, City Managerv
Date: October 30, 2014
Initiated By: Paul A. Hammersmith, PE, Director of Engineering /City Engineer
Jean -Ellen M. Willis, PE, Engineering Manager - Transportation
Memo
Re: Resolution 87 -14 - Authorizing the City Manager to enter into a Contribution
Agreement with the City of Columbus for the Sawmill Road /Hard Road
Intersection Improvements, Part 2 Project
Summary
The adopted Dublin 2014 - 2018 Capital Improvements Program carries forward the Sawmill
Road /Hard Road intersection improvement project (Project #ET0605) with the addition of right -
turn lanes, additional left -turn lanes and modification to the traffic signal. The project will be
funded by service payments from the Lifetime Fitness tax - increment financing district.
The City of Columbus has completed the detailed construction drawings for the final phase of
improvements to Hard Road, which will complete the widening of Hard Road to four lanes from
Smokey Row Road to Sawmill Road. The City of Columbus and City of Dublin have been working
to coordinate these projects to be built together for construction efficiencies, and to save time and
money. The Sawmill Road /Hard Road Intersection Improvement, Part 2 project drawings have
been incorporated into the Hard Road Widening construction drawings. The City of Columbus
anticipates opening bids for both projects in February 2015 with construction beginning in late May
2015.
The City of Columbus will manage the bidding and construction of the two projects. The estimated
construction cost for the Sawmill Road /Hard Road Intersection Improvements, Part 2 project,
including all anticipated inspection services during construction, is $2,048,336.40. Within the
adopted 2012 -2016 Capital Improvements Program, $1,900,000 is programmed in 2015 to
construct this project. The proposed Contribution Agreement provides that Dublin will deposit with
Columbus $2,048,336.40 before the project is awarded for construction. The proposed
Contribution Agreement is attached for your review.
Right -of -Way acquisition was completed in August of this year and utility relocations are ongoing.
Utilities are expected to be cleared by December.
Recommendation
Staff recommends approval of Resolution 87 -14, authorizing the City Manager to enter into a
Contribution Agreement with the City of Columbus for the Sawmill Road /Hard Road Intersection
Improvements, Part 2 Project.
EXHIBIT A - DESCRIPTION OF WORK
The intersection improvement portion of the project, or FRA- Sawmill Road /Hard Road
Intersection Improvements, Part 2, consists of the widening and resurfacing of 0.32 mile of
Sawmill Road and 0.17 mile of Hard Road, including the addition of dual left turn lanes on all
four approaches and right turn lanes in the on Sawmill Road along with eastbound Hard Road.
The project will include the addition of curb and gutter, sidewalk, and shared use path.
EXHIBIT B PROJECT LOCATION MAP
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CAPITAL IMPROVEMENTS PROJECT
CONTRIBUTION AGREEMENT
BETWEEN
CITY OF COLUMBUS, OHIO
AND
CITY OF DUBLIN, OHIO
ARTERIAL STREET REHABILITATION — HARD ROAD PHASE A
(SAWMILL ROAD TO SMOKY ROW ROAD)
CAPITAL IMPROVEMENT PROJECT 530103 - 1000
This Contribution Agreement (the "AGREEMENT "), made and entered into this
day of . 2014 (the "Effective Date "), by and between the City of
Columbus, Ohio acting through its Director of Public Service, hereinafter designated as
COLUMBUS, pursuant to and under the authority of Ordinance No.
passed by the City Council of the City of Columbus, approved by the Mayor of said city, and
attested to by the City Clerk on the day of 2014, and the City
of Dublin, an Ohio municipal corporation, with its offices at 5200 Emerald Parkway, Ohio 43017,
pursuant to and under the authority of Resolution No. , passed by the City
Council of the City of Dublin, approved by the Mayor of said city, hereafter designated DUBLIN;
and
WHEREAS, COLUMBUS agrees to accept a deposit of funds from DUBLIN for
COLUMBUS to construct certain necessary improvements on behalf of DUBLIN, and in
DUBLIN's jurisdiction, with COLUMBUS' Arterial Street Rehabilitation — Hard Road Phase A
(Sawmill Road to Smoky Row Road) project; and
WHEREAS, COLUMBUS proposes to construct or to cause to be constructed public
improvements, including those as identified in Exhibits A and B attached hereto and incorporated
herein and further known as the "Improvements "; and
WHEREAS, COLUMBUS and DUBLIN recognize the benefit that public improvements
will have on its citizens and that it is in the best interests of COLUMBUS and DUBLIN to enter
into a Contribution Agreement;
NOW THEREFORE, for and in consideration of the mutual covenants herein contained,
and other good and valuable consideration, the receipt and sufficiency of which are hereby
acknowledged, the parties hereto do hereby covenant and agree, as follows:
1. DEFINITIONS:
A. " Contract Documents shall mean collectively: a) this Agreement, including
attachments /exhibits, b) the approved plans and specifications for the Improvements,
and c) the technical specifications set forth in the most recent edition of the "City of
Columbus, Ohio Construction and Materials Specifications Manual" (CMSM), including
all supplemental specifications.
B. " Cost of Work is defined as the total cost of the project for the construction and
inspection of the Improvements.
C. " Estimated Cost means $2,048,336.40 for the Improvements within the DUBLIN
corporation limits and specifically identified within Exhibit C, with the total not to
exceed said amount, unless and until additional amounts are appropriated by DUBLIN
and an appropriate modification of this agreement is entered into by the parties.
1
D. " Work " means the construction of the Improvements.
2. CONTRACT TERM This contract shall commence on the date of execution and shall
tertrunate after the Project Guaranty has expired.
3. GENERAL CONSIDERATIONS: In consideration of the promises of DUBLIN set
forth herein, COLUMBUS agrees to construct, or cause to be constructed, the capital
improvements identified in Exhibit A. In making the Improvements, DUBLIN shall fully
cooperate with COLUMBUS and shall follow and comply with all reasonable requests of
COLUMBUS. COLUMBUS or its contractor(s) shall be responsible for complying with all
Federal, State, and Local laws.
In communications with each other, COLUMBUS and DUBLIN shall respond in a timely
manner, and DUBLIN'S approvals will not be unreasonably conditioned, withheld, or
delayed.
4. PROCUREMENT OF SERVICES: COLUMBUS, through its Department of Public
Service, reserves the exclusive right to select any contractors who may be necessary to
execute the construction of the Improvements consistent with City of Columbus Codes and
Policies. COLUMBUS shall own the construction contract, provide inspection services, and
shall provide direction to the Contractor. DUBLIN shall provide a construction liaison
inspector to interface with COLUMBUS for the Improvements in DUBLIN's jurisdiction.
If DUBLIN has a concern about the Work in DUBLIN'S jurisdiction, DUBLIN shall
inform COLUMBUS and COLUMBUS shall inform the Contractor as appropriate.
COLUMBUS shall ensure that DUBLIN's concerns about the Work in DUBLIN'S
jurisdiction are cured.
5. INSPECTION: COLUMBUS shall do and perform all inspection services for the
Improvements, including the following:
A. Directly interfacing with the Contractor.
B. Directly interface with the Consultant as needed.
C. Manage the change order process and shall seek DUBLIN's approval of change
orders in DUBLIN'S jurisdiction.
D. Invite DUBLIN to the final punch list and walkthrough of the Project.
E. Upon final approval and acceptance of the Improvements shall notify the Contractor
and DUBLIN in writing.
F. Perform the one year warranty inspection and provide DUBLIN a final report.
DUBLIN shall be invited to attend the one year inspection walk - through.
6. CONTRIBUTION DUBLIN shall contribute $2,048,336.40 to COLUMBUS for the
costs associated with the construction and inspection of the Improvements described in
Exhibits A and B and as authorized by the Ordinance and Resolution referenced in
paragraph 1 of this Agreement. The Contribution and execution of this Agreement shall be
made before COLUMBUS advertises the project.
Check shall be made out to: City Treasurer — Columbus and delivered to:
Department of Public Service
Office of Support Services
50 W. Gay St. — 5` Floor
Columbus, Ohio 43215
Attn: Alex Cofield
7. PROJECT GUARANTY COLUMBUS shall require its Contractor(s) to warrant that the
Work shall be free from defects in materials and workmanship (without regard to the
standard of care exercised in its performance) for a period of one (1) year after final written
acceptance of the Work. COLUMBUS's contractor(s) shall at its own expense:
A. Correct or re- execute any of the Work that fails to conform to the requirements of
the Contract Documents and appears during the prosecution of the Work.
B. Correct any defects in materials and workmanship of the Work (without regard to
the standard of care exercised in its performance) which appear within a period of
one (1) year after final written acceptance of the Work or within such longer period
of time as may be set forth in the Contract Documents, and
C. Replace, repair, or restore any parts of the Work or any of the fixtures, equipment, or
other items placed therein that are injured or damaged as a consequence of any such
failure or defect, or as a consequence of corrective action taken pursuant hereto
8. ACCEPTANCE OF THE WORK Acceptance of the Improvements by DUBLIN shall
not relieve COLUMBUS of its responsibility for defects in material or workmanship as set
forth in Section 7.
9. PERFORMANCE AND PAYMENT BOND COLUMBUS shall require the contractor
who performs the Improvements to execute a contract performance and payment bond for
100% of the Work.
10. PUBLIC USE DUBLIN and COLUMBUS agree that all Improvements under this
contract shall be dedicated for public use. Upon expiration of the Project Guaranty as set
forth in Section 7 herein, DUBLIN shall accept all maintenance responsibility for the
Improvements within their jurisdiction constructed under this Agreement.
11. EXCLUSIVE RIGHT DUBLIN agrees that the Estimated Cost for the Improvements
will be limited to those items specifically delineated within Exhibit C. COLUMBUS,
through the DIRECTOR, may consider authorizing reasonable increases and /or decreases
in said items, or approving new items within the DUBLIN right -of -way that are deemed
reasonable to the successful completion of the Project, so long as the cost therein does not
exceed the Estimated Cost and only after DUBLIN's written approval.
12. COOPERATION If, during the course of Work, it is anticipated that the Cost of Work
shall exceed the Contribution amount of $2,048,336.40, COLUMBUS and DUBLIN shall
make every effort to discuss the issue(s) and identify the party responsible for funding the
increase Cost of Work before the work commences, unless COLUMBUS deems the work an
emergency. If COLUMBUS deems the work an emergency, discussion of fiscal
responsibility shall occur immediately after the work has commenced. DUBLIN shall be
responsible for, but not limited to, unforeseen site conditions resulting in increased cost in
their jurisdiction. COLUMBUS shall be responsible for, but not limited to, work performed
by COLUMBUS' contractor. Notwithstanding the foregoing, COLUMBUS and DUBLIN
agree to cooperate and negotiate in good faith an appropriate modification of this
Agreement in the event the scope of Work and /or Cost of Work is materially different than
anticipated by the parties hereto at the time of this Agreement. If the actual Cost of Work is
greater than the $2,048,336.40, and, as set forth above, DUBLIN is responsible for such
increased cost, COLUMBUS and DUBLIN shall promptly execute a contract modification
to increase the Cost of Work amount to reflect the additional amount needed.
13. CONSTRUCTION INSPECTION APPROVAL When COLUMBUS's contractor(s)
completes all of the Improvements set forth within Exhibit A, DUBLIN may request a final
inspection. If items remain that must be completed or remedied by COLUMBUS'
contractor(s) as determined by DUBLIN, COLUMBUS shall cause the work to be
performed immediately upon being notified. All work must pass final inspection by
COLUMBUS and DUBLIN and include a final accounting of the construction items
utilized.
14. FINAL ACCOUNTING: For purposes of determining the final construction cost of the
project, COLUMBUS shall be required to keep complete and accurate books of account
showing the Cost of Work and shall provide documentation of project related expenditures.
When COLUMBUS has made final inspection and has deemed the Improvement to have
been constructed in accordance with the contract documents, COLUMBUS shall proceed
with a final accounting to arrive at the Cost of Work.
If the Cost of Work is greater than the Estimated Cost and additional funding is required,
COLUMBUS and DUBLIN shall promptly modify this agreement, and DUBLIN shall make
payment to COLUMBUS within 30 days of receipt of invoice and copy of executed
agreement modification.
If the Cost of Work is less than the Estimated Cost, COLUMBUS shall process a refund and
make payment to DUBLIN within 30 days after the final Cost of Work is determined.
15. LEGAL JURISDICTION: All claims, counterclaims, disputes and other matters in
question between DUBLIN, its agents and employees, and COLUMBUS, its contractors,
subcontractors, agents, and employees arising out of or relating to this Agreement or its
breach will be decided in a court of competent jurisdiction within the County of Franklin,
State of Ohio.
16. ENTIRE AGREEMENT This Agreement shall constitute the entire agreement between
the parties and shall supersede all prior agreements, proposals, representations, negotiations
and letters of intent, whether written or oral, pertaining to the Work.
17. ADDITIONAL DOCUMENTATION The following document exhibits to be hereby
incorporated into and made part of the Contract as though specifically rewritten herein:
A. Exhibit A: Description of work
B. Exhibit B: Project location map
C. Exhibit C: Estimated Cost
D. Exhibit D: Executed construction contract, incorporated by reference as if attached
IN WITNESS WHEREOF, the parties have caused this Agreement to be executed by their duly
authorized officers on the dates appearing below.
CITY OF COLUMBUS
By:
Tracie Davies, Director
Department of Public Service
CITY OF DUBLIN
Date:
APPROVED AS TO FORM AND
CORRECTNESS:
Richard C. Pfeiffer, Jr.
Columbus City Attorney
Date
Marsha I. Grigsby
City Manager
Date:
APPROVED AS TO FORM AND
CORRECTNESS:
Dublin City Attorney
Name
Date
EXHIBIT A - DESCRIPTION OF WORK
Dublin's portion of the project is the improvement of the intersection of Sawmill Road and Hard
Road. The intersection improvement portion of the project, or FRA- Sawmill Road /Hard Road
Intersection Improvements, Part 2, consists of the widening and resurfacing of 0.32 mile of Sawmill
Road and 0.17 mile of Hard Road, including the addition of dual left turn lanes on all four
approaches and right turn lanes in the on Sawmill Road along with eastbound Hard Road. The
project will include the addition of curb and gutter, sidewalk, and shared use path.
EXHIBIT B PROJECT LOCATION MAP
EXHIBIT C — ESTIMATED COSTS
Construction Estimate* $1,862,124.00
Inspection 10% $186.212.40
Total $2,048,336.40
*See attached Engineer's Estimate
Sawmill/Hard Intersection Improvements Construction Cost Estimate
Stantec Consulting Services, Inc.
Item
Description
Total
Unit
Unit Cost
Cost
Total
GENERAL
614
Maintaining Traffic
LUMP
$ 40,000.00
$ 4Q000
623
Construction Layout Stakes
LUMP
$ 15,000.00
$ 15,000
623
ProofSurvey
LUMP
$ 5,000.00
$ 5,000
624
Mobilization
LUMP
$ 40,000.00
$ 40,000
$ 100,000
ROADWAY
201
Clearing & Grubbing
LUMP
$ 10,000.00
$ 10,000
201
ITrees or Stumps Removed, 15" Size
8
EA
$ 400.00
$ 3,200
201
Trees or Stumps Removed, 48" Size
1
EA
$ 1,000.00
$ 1,000
202
Catch Basin Removed
10
EA
$ 300.00
$ 3,000
202
Manhole Removed
5
EA
$ 500.00
$ 2,500
202
Pie Removed
693
FT
$ 30.00
$ 20,790
202
Pie Filled In Place
64
FT
$ 25.00
$ 1,600
202
Walk Removed
3998
SF
$ 2.50
$ 9,995
202
Concrete Pavement Removed
194
SY
$ 25.00
$ 4,850
202
Curb and Gutter Removed
3322
FT
$ 8.00
$ 26,576
202
Curb Removed
311
FT
$ 5.00
$ 1,555
202
Guardrail Removed
117
FT
$ 2.50
$ 293
202
Valve Box Removed
3
EA
$ 100.00
$ 300
203
Excavation
5186
CY
$ 15.00
$ 77,790
203
Granular Embankment, #2 Stone
400
CY
$ 30.00
$ 12,000
203
Embankment
1064
CY
$ 10.00
$ 10,640
204
Subgrade Compaction
6761
SY
$ 2.00
$ 13,522
204
Proof Rollin g
4
HR
$ 250.00
$ 1,000
608
4' Concrete Walk, As Per Plan
7441
SF
$ 6.00
$ 44,646
608
8" Concrete Walk, As Per Plan
2840
SF
$ 10.00
$ 28,400
608
Curb Ramps
10
EA
$ 400.00
$ 4,000
653
Topsoil Furnished And Placed, As Per Plan
374
CY
$ 30.00
$ 11,220
1551
Detectable Warnings
12
EA
$ 225.00
$ 2,700
$ 291,577
EROSION CONTROL
207
Perimeter Fitter Fabric Fence
897
FT
$ 2.50
$ 2,243
207
Inlet Protection
325
FT
$ 7.00
$ 2,275
207
Inlet Protection, As Per Plan
19
EA
$ 175.00
$ 3,325
207
Construction Seeding and Mulching
575
SY
$ 1.50
$ 863
601
Rack Channel Protection, Type C with Filter Fabric
1
CY
$ 60.00
$ 60
659
Seeding and Mulching, As Per Plan
4483
SY
$ 1.50
$ 6,725
659
Repair Seeding and Mulching
225
SY
$ 1.50
$ 338
659
Commercial Fertilizer
0.60
TON
$ 650.00
$ 390
659
Lime
0.93
ACRE
$ 70.00
$ 65
659
Water
24
M GAL
$ 5.00
$ 120
SPEC
Tree Protection Fence
500 1
LF
$ 3.001
$ 1,500
$ 17,902
P:t7427DkCakulationsU+* ill and Hard QuanO8ea20130118.x1ax 1 of 7 812012014,9:49 AM
Sawmill /Hard Intersection Improvements Construction Cost Estimate
Stantec Consulting Services, Inc.
Item
Description
Total
Unit
Unit Cost
Cost
Total
DRAINAGE
604
Manhole, Type C
7
EA
$ 2,500.00
$ 17,500
604
Manhole Adjusted to Grade
3
EA
$ 900.00
$ Z7001
604
Inlet, Type AA-S125A, As Per Plan
14
EA
$ 1,500.00
$ 21,000
604
Inlet, Type AA- S1 25B, As Per Plan
5
EA
$ 2,500.00
$ 12,500
605
4" Shallow Pipe Underdrains
1887
FT
$ 7.00
$ 13,209
901
12" Pipe, with Type 1 Bedding, Class IV, 706.02
470
LF
$ 60.00
$ 28,200
901
12" Pipe, Concrete Encased, 706.02
163
LF
$ 90.00
$ 14,670
901
15" Pipe, with Type 1 Bedding, Class IV, 706.02
77
LF
$ 70.00
$ 5,390
901
15" Pipe, Concrete Encased, 706.02
14
LF
$ 105.00
$ 1,470
901
42' Pipe, with Type 1 Bedding, Class II, 706.02
478
LF
$ 125.00
$ 59,750
901
42" Pipe, Concrete Encased, 706.02
27
LF
$ 180.00
$ 4,860
SPEC
ADS Flared End Section with Dissimilar Coupler
1
EA
$ 600.00
$ 600
$ 181,849
PAVEMENT
254
Pavement Planing, Asphalt Concrete
17400
SY
$ 1.50
$ 26,100
304
Aggregate Base (Roadway)
566
CY
$ 40.00
$ 22,640
304
Aggregate Base Shared Use Path
259
CY
$ 50.00
$ 12,950
305
8" Concrete Base
5082
SY
$ 35.00
$ 177,870
407
NTSS -1 HM Trackless Tack Coat
509
GAL
$ 7.50
$ 3,818
448
Asphalt Concrete, Intermediate Course (Heavy Traffic), PG64 -22
213
CY
$ 130.00
$ 27,690
448
Asphalt Concrete, Intermediate Course Medium Traffic), PG64 -22
3
CY
$ 195.00
$ 585
448
Asphalt Concrete, Surface Course (Heavy Traffic), PG64 -22
938
CY
$ 160.00
$ 150,080
448
Asphalt Concrete, Surface Course Medium Traffic), PG64 -22
74
CY
$ 240.00
$ 17,760
452
6" Non - Reinforced Concrete Pavement, As Per Plan
15
SY
$ 80.00
$ 1,200
452
8" Non - Reinforced Concrete Pavement, As Per Plan
123
SY
$ 85.00
$ 10,455
609
Combination Curb And Gutter, Type Special 8"
2458
FT
$ 20.00
$ 49,160
609
Combination Curb And Gutter, As Per Plan
771
FT
$ 20.00
$ 15,420
609
Curb, Straight 18"
195
FT
$ 14.00
$ 2,730
609
6" Concrete Traffic Island
66
SY
$ 55.00
$ 3,630
SPEC
Brick Pavers, As Per Plan
2952
SF
$ 20.00
$ 59,040
$ 581,128
PA7427D\Ca1cu1aWnMwy%Saw n111 and Hard DuanO8ea20130118.x1ax 2 of 7 820/2014, 9:49 AM
10
Sawmill /Hard Intersection Improvements Construction Cost Estimate
Stantec Consulting Services, Inc.
Item
Description
Total
Unit
Unit Cost
Cost
Total
WATER
801
6" Ductile Iron Water Pipe and Fittings
28
LF
$ 60.00
$ 1,680
801
12" Ductile Iron Water Pipe and Fittings
515
LF
$ 80.00
$ 41,200
802
6" Valve and Appurtenances
2
EA
$ 800.00
$ 1,600
802
12' Valve and Appurtenances
2
EA
$ 1,250.00
$ 2,500
805
3" Water Service Tap, Transferred
1
EA
$ 3,000.00
$ 3,000
805
6' Water Service Tap, Transferred
1
EA
$ 4,500.00
$ 4,500
805
Curb Box
2
EA
$ 200.00
$ 400
807
Valve Box Adjusted to Grade
6
EA
$ 450.00
$ 2,700
807
Columbus Standard Heavy Duty Valve Box
2
EA
$ 400.00
$ 800
808
Cut and Plug 12" Water Line
1
EA
$ 2,000.00
$ 2,000
809
Fire Hydrant
1
EA
$ 3,000.00
$ 3,000
809
Fire Hydrant, Abandoned
2
EA
$ 500.00
$ 1,000
809
Fire Hydrant, Relocated, As Per Plan
2
EA
$ 1,500.00
$ 3,000
SPEC
Survey Coordinates
LUMP
$ 2,000.00
$ 2,000
$ 63,680
LIGHTING CITY OF DUBLIN)
625
Connector Kit, Type II
6
EA
$ 65.00
$ 390
625
Connector Kit, Type III
12
EA
$ 65.00
$ 780
625
Light Pole, 35' -0", As Per plan
6
EA
$ 1,500.00
$ 9,000
625
Light Pole Foundation, 24" x 7' Deep, As Per Plan
6
EA
$ 850.00
$ 5,100
625
Transformer Base, Type AT -A
6
EA
$ 500.00
$ 3,000
625
Luminaire Removed, As Per Plan
6
EA
$ 100.00
$ 600
625
Luminaire Support Removed, As Per Plan
6
EA
$ 250.00
$ 1,500
625
Luminaire Support Foundation Removed
6
EA
$ 200.00
$ 1,200
625
No. 4 AWG, 600 Volt Distribution Cable
3228
FT
$ 3.00
$ 9,684
625
No. 10 AWG, Pole and Bracket Cable
456
FT
$ 1.00
$ 456
625
Conduit, 2 ", 725.051
836
FT
$ 5.00
$ 4,180
625
Luminaire, Misc.: Cree LED Catalog #: ARE- EDG- 2M- DA- 12- D- UH- BZ-40K
6
EA
$ 1,900.00
$ 11,400
625
Trench
856
FT
$ 10.00
$ 8,560
625
Plastic Caution Tae
856
FT
$ 1.00
$ 856
625
Ground Rod
6
EA
$ 100.00
$ 600
625
Lighting, Misc.: Cadweld Connection
6
EA
$ 30.00
$ 180
$ 57,486
P:17427D\CakulatlonaU+mylSaw ill and Hard Ouan0des20130118 xlex 3 of 7 8/2012014, 9 AM
11
Sawmill /Hard Intersection Improvements Construction Cost Estimate
Stantec Consulting Services, Inc.
Item
Description
Total
Unit
Unit Cost
Cost
Total
LIGHTING CITY OF COLUMBUS
1001
Pull Box, Medium Duty, 13" X 24" For Street Crossings) MIS -004
4
EA
$ 550.00
$ 2,200
1001
2" Conduit in Open Areas MIS -015
264
LF
$ 5.00
$ 1,320
1001
2" Conduit under Concrete Sidewalk MIS -016
224
LF
$ 8.00
$ 1,792
1001
Foundations - Reinforced 6' MIS -022
6
EA
$ 1,000.00
$ 6,000
1001
Luminaire, 20OW HPS, 480V Drop Lens Cobra Style MIS -032
6
EA
$ 400.00
$ 2,400
1001
Aluminum Light Pole with 10' Truss and T -Base MIS -050
2
EA
$ 1,700.00
$ 3,400
1001
3" Rigid Steel Conduit Jacked - Drilled or Pushed Under Pavement MIS -063
187
LF
$ 30.00
$ 5,610
1001
2" Conduit under Brick Sidewalk MIS -089
5
LF
$ 8.00
$ 40
1001
Conductor Safety Policy MIS -095 No Pay Item
-
$
1001
Street Light Circuit Ground Unit (Underground System) (MIS -111 )
6
EA
$ 160.00
$ 960
1001
Aluminum Light Pole with 12' Truss and T -Base MIS -114
4
EA
$ 1,700.00
$ 6,800
1001
Guidelines for Inspection and Acceptance MIS -177 No Pay Item
-
$
1001
Guidelines for Street Lighting Submittal Packs MIS -188 No Pay Item
$
1001
Inspection Checklist MIS -189 No Pay Item
-
$ -
1001
Street Light Circuit - 3 Wire 2- #4 -5KV Cables; 148 -600V Equipment Ground MIS -190
780
LF
$ 5.00
$ 3,900
1001
Pole To Be Wired (3 Wire System) (MIS -191)
6
EA
$ 202.00
$ 1,212
$ 35,634
TRAFFIC CONTROL
621
Raised Pavement Marker Installed
201
EA
$ 20.00
$ 4,027
630
Removal of Ground Mounted Post Support and Disposal
17
EA
$ 30.00
$ 510
630
Removal of Ground Mounted Sign and Storage, As Per Plan
14
EA
$ 60.00
$ 840
630
Removal of Ground Mounted Sign and Reerection
7
EA
$ 40.00
$ 280
630
Si n Su ort Assembly, Pole Mounted
7
EA
$ 65.00
$ 455
630
Sign, Flat Sheet, Type H
2145
SF
$ 16.00
$ 3,432
630
Ground Mounted Support, No. 3 Post, Type S, As Per Plan
63.8
FT
$ 10.00
$ 638
630
Ground Mounted Support, No. 3 Post
3045
FT
$ 7.00
$ 2,132
630
2 -1/4" Square Anchor Post, As Per Plan
6
EA
$ 21.00
$ 126
644`
Lane Line, 4"
021
MI
$ 1,600.00
$ 336
644
Lane Line, 5"
0.96
MI
$ 1,800.00
$ 1,728
644'
Center Line, 4"
012
MI
$ 6,500.00
$ 780
644
Center Line, 5"
0.51
MI
$ 7,500.00
$ 3,825
644'
Channelizing Line, 8"
1084
FT
$ 1.50
$ 1,626
644
Channelizin Line, 10"
2218
FT
$ 1.75
$ 3,882
644'
Stop Line, 24"
62
FT
$ 9.00
$ 558
644
Stop Line, 20"
174
FT
$ 7.00
$ 1,218
644
Crosswalk Line, 10"
793
FT
$ 5.00
$ 3,965
644
Transverse/Diagonal Line, 20"
265
FT
$ 6.00
$ 1,590
644
Lane Arrow
40
EA
$ 100.00
$ 4,000
644
Word on Pavement, 72"
9
EA
$ 110.00
$ 990
644'
Dotted Line, 4"
229
FT
$ 1.00
$ 229
644
Dotted Line, 5"
687
FT
$ 1.25
$ 859
SPEC
Reboundable Traffic Post (Yellow) Installed
11
EA
$ 70.00
$ 770
$ 38,795
TRAFFIC SIGNAL
P 17427D%CalculatiwsXHwy%Sawnnill and Hard Quantitiea20130118 x1ax 4 of 7 9/202014. 9'.49 AM
12
Sawmill/Hard Intersection Improvements Construction Cost Estimate
Stantec Consulting Services, Inc.
Item
Description
Total
Unit
Unit Cost
Cost
Total
625
Bracket Arm, 30', As Per Plan
4
EA
$ 1,400.00
$ 5,600
625
Conduit, 2" 725.051
1157
FT
$ 6.00
$ 6,942
625
Conduit, 3" 725.051
279
FT
$ 8.00
$ 2,232
625
Conduit, 3 ", Drilled or DIrectionally Bored
44
FT
$ 25.00
$ 1,100
625
Conduit, Concrete Encased, 2 ", 725.051
119
FT
$ 20.00
$ 2,380
625
Conduit Bank, As Per Plan
148
FT
$ 50.00
$ 7,400
625
Trench
1112
FT
$ 6.00
$ 6,672
625
Trench In Paved Area, As Per Plan
212
FT
$ 25.00
$ 5,300
625
Pull Box, As Per Plan
8
EA
$ 600.00
$ 4,800
625
Pull Box, 32 ", As Per Plan
3
EA
$ 1,300.00
$ 3,900
625
Ground Rod, As Per Plan
10
EA
$ 175.00
$ 1,750
630
Sin Hanger Assembly, Span Wire
8
EA
$ 180.00
$ 1,440
630
Signs, As Per Plan
25
SF
$ 15.00
$ 375
630
Sign Flat Sheet, Type H
20
SF
$ 16.00
$ 320
630
Signing, Misc.: Traffic Signal Signs
4
EA
$ 100.00
$ 400
632
Vehicular Signal Head, LED Lamp Unit, 3 Section, 12" Lens, 1 -Way, As Per Plan
13
EA
$ 750.00
$ 9,750
632
Vehicular Signal Head, LED Lamp Unit, 5 Section, 12' Lens, 1 -Wa , As Per Plan
3
EA
$ 1,150.00
$ 3,450
632
Pedestrian Signal Head, As Per Plan
8
EA
$ 550.00
$ 4,400
632
Covering Of Vehicular Signal Head, As Per Plan
16
EA
$ 25.00
$ 400
632
Covering Of Pedestrian Signal Head & Pushbutton, As Per Plan
12
EA
$ 25.00
$ 300
632
Pedestrian Pushbutton, As Per Plan
4
EA
$ 250.00
$ 1,000
632
Detector Loop
5
EA
$ 1,100.00
$ 5,500
632
Messenger Wire, 7- Strand, 0.25 -Inch Diameter With Accessories, As Per Plan
1594
FT
$ 7.50
$ 11,955
632
Messenger Wire, 7- Strand, 3/8" Diameter With Accessories
526
FT
$ 7.50
$ 3,945
632
Tether Wire, with Accessories
526
FT
$ 8.50
$ 4,471
632
Signal Cable, 7 Conductor, No. 14 AWG
1050
FT
$ 2.50
$ 2,625
632
Signal Cable, 9 Conductor, No. 14 AWG
1172
FT
$ 3.50
$ 4,102
632
Strain Pole Foundation, As Per Plan
4
EA
$ 2,800.00
$ 11,200
632
Pedestal Foundation, As Per Plan
4
EA
$ 750.00
$ 3,000
632
Loop Detector Lead -In Cable, IMSA 50 -2
4711
FT
$ 1.50
$ 7,067
632
Power Cable, 2 Conductor, CU, No. 8 AWG, As Per Plan
210
FT
$ 3.75
$ 788
632
Service Cable, 2 Conductor, No. 6 AWG
50
FT
$ 3.75
$ 188
632
Power Service
1
EA
$ 1,400.00
$ 1,400
632
Conduit Riser, 3" Diameter
1
EA
$ 800.00
$ 800
632
Conduit Riser, 3" Diameter, As Per Plan
1
EA
$ 800.00
$ 800
632
Strain Pole, Type TC- 81.10, Anchor Base, Design 10, 38', As Per Plan
4
EA
$ 8,000.00
$ 32,000
632
Wood Pole
1
EA
$ 1,000.00
$ 1,000
632
Pedestal, 10.7', Transformer Base, As Per Plan
4
EA
$ 1,000.00
$ 4,000
632
Removal Of Traffic Signal Installation, As Per Plan
1
EA
$ 2,200.00
$ 2,200
632
Relocation of Interconnect Cable, Fiber Optic, As Per Plan
1587
FT
$ 3.10
$ 4,920
632
Si nallzation, Misc.: Patch Panel, 200' Patch Panel Drop Cable
1
EA
$ 250.00
$ 250
633
Controller Unit, TS2/A2 w/ Cabinet, 8 PH, P44, Base Cabinet Assembly, As Per Plan
1
EA
$ 15,000.00
$ 15,000
633
Concrete For Cabinet Foundation, As Per Plan
1.85
CY
$ 755.00
$ 1,397
633
Controller Work Pad, As Per Plan
12
SF
$ 21.00
$ 252
633
Video Detection System, 4 Image Sensors, As Per Plan
1
EA
$ 15,000.00
$ 15,000
633
Controller Item, Misc.: Layer 2 Ethernet Switch
1
EA
$ 250.00
$ 250
633
Controller Item, Misc.: Fiber Optic Ethernet Transceiver
1
EA
$ 250.00
$ 250
804
Fan -Out Kit, 12 Fiber
1
EA
$ 25.00
$ 25
P:V427D\Ca1cu1akonsWwy%Saw n111 and Hard Quantitles20130119.xlsx r J of 7 &202014, 9:49 AM
13
Sawmill /Hard Intersection Improvements Construction Cost Estimate
Stantec Consulting Services, Inc.
Item
Description
Total
Unit
Unit Cost
Cost
Total
804
Slack Installation
2
EA
$ 200.00
$ 400
804
Fiber Optic Cable, Misc.: Relocate Splice Enclosure
1
EA
$ 730.00
$ 730
$ 199,924
LANDSCAPING
661'
Deciduous Tree, 2.5" Caliper, Green Vase, As Per Plan
17
EA
$ 300.00
$ 5,100
SPEC
Water and Maintain Trees and Seed for a Period of One Year (Warranty Period)
LUMP
$ 600.00
$ 600
$ 5,700
STRUCTURE
202
Portions of Structure Removed, As Per Plan
LUMP
$ 5,000.00
$ 5,000
503
Unclassified Excavation, As Per Plan
LUMP
$ 5,000.00
$ 5,000
511
Class C Concrete, As Per Plan
6
CY
$ 800.00
$ 4,800
516
1" Preformed Expansion Joint Filler
16
SF
$ 15.00
$ 240
518
Porous Backfill with Filter Fabric, As Per Plan
6
CY
$ 70.00
$ 420
601
Rock Channel Protection, Type C with Fabric Filter
67
CY
$ 60.00
$ 4,020
603
12'x 4' Conduit, Type A, 706.05
44
FT
$ 750.00
$ 33,000
901
48" Pipe, with Type 1 Bedding, Class II, 706.02
34
LF
$ 234.00
$ 7,956
SPEC
Stone Veneer
1266
SF
$ 25.00
$ 31,650
SPEC
Polyurethane Caulking for Stone Veneer
90
LF
$ 5.00
$ 450
SPEC
Precast Wingwalls
440
SF
$ 30.00
$ 13,200
SPEC
Precast Headwalls
246
SF
$ 30.00
$ 113,116
P: \7427D\CakulationsXHwy%Saw ill and Hard Quanddes20130118.x1ax 6 of 7 8120/2014, 9:49 AM
14
Sawmill/Hard Intersection Improvements Construction Cost Estimate
Stantec Consulting Services, Inc.
Item
Description
Total
Unit
Unit Cost
Cost
Total
MAINTENANCE OF TRAFFIC
410
Traffic Compacted Surface, Type A or B
265
CY
$ 45.00
$ 11,925
614
Law Enforcement Officer with Patrol Car
600
HOUR
$ 60.00
$ 36,000
614
Replacement Drum
50
EA
$ 50.00
$ 2,500
614
Work Zone Lane Line, Class I, 642 Paint
0.60
MI
$ 600.00
$ 358
614
Work Zone Lane Line, Class II, 642 Paint
1.17
MI
$ 600.00
$ 702
614
Work Zone Center Line, Class I, 642 Paint
1.28
MI
$ 1,200.00
$ 1,532
614
Work Zone Center Line, Class II, 642 Paint
0.63
MI
$ 400.00
$ 252
614
Work Zone Channelizing Line, Class I, 642 Paint
1643
FT
$ 1.00
$ 1,643
614
Work Zone Channelizing Line, Class II, 642 Paint
3302
FT
$ 1.00
$ 3,302
614
Work Zone Ed eline, Class I, 642 Paint
0.67
MI
$ 850.00
$ 573
614
Work Zone Stop Line, Class I, 642 Paint
134
FT
$ 3.00
$ 402
614
Work Zone Stop Line, Class III, 642 Paint
236
FT
$ 3.00
$ 708
614
Work Zone Crosswalk Line, Class III, 642 Paint
793
FT
$ 2.00
$ 1,586
614
Work Zone Dotted Line, Class I, 642 Paint
1436
FT
$ 1.00
$ 1,436
614
Work Zone Transverse/Dia onal Line, Class I, 642 Paint
420
FT
$ 2.00
$ 840
614
Work Zone Arrow, Class I, 642 Paint
21
EA
$ 60.00
$ 1,260
614
Work Zone Word, Class I, 642 Paint
11
EA
$ 90.00
$ 990
614
Portable Changeable Message Sign, As Per Plan
6
S -Month
$ 1,250.00
$ 7,500
615
Pavement for Maintaining Traffic, Class A
109
SY
$ 50.00
$ 5,450
616
Water
30
M GAL
$ 25.00
$ 750
$ 79,709
Project Subtotal: $ 1,692,840
Contingency: 10% $ 169,284
$ 1,882,124
Denotes ODOT Construction and Material Specifications. Statements of Probable Construction and Right -of -Way Costs and Detailed Cost Estimates
prepared by the Engineer represent his best judgment as a design professional familiar with the construction industry. It is recognized, however, that the
Engineer has no control over the Contractor's methods of determining bid prices, or over competitive bidding or market conditions. Accordingly, the Engineer
cannot and does not guarantee that bids or prices will not vary from any Statement of Probable Construction Cost or other cost estimate prepared by him.
PA7427D1CakulaSmWwy%Sawm111 and Hard QuanbUea2013011 B.xlax 7 of 7 8/20/2014, 9:49 AM
15
EXHIBIT D - EXECUTED CONSTRUCTION CONTRACT,
INCORPORATED BY REFERENCE AS IF ATTACHED
m