82-95 Ordinance
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RECORD OF ORDINANCES
Dayton Legal Blank Co. Form No. 30043
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Ordinance No.u__.._,J~2.~~~.__ P assedu mu. u__.m ..m ..m__.m..m. .m. ___ .19_.
AN ORDINANCE TO ACCEPT THE LOWEST I
BEST BID FOR THE STREET, STORM SEWER
- AND WATER IMPROVEMENTS PROJECT
FOR PERIMETER DRIVE,
APPROPRIATING FUNDS
~ AND DECLARING AN EMERGENCY
WHEREAS, the City of Dublin has entered into a Tax Increment Financing
Agreement, with Metatec Corporation, which provides for the construction of
certain public improvements by the City of Dublin; and
WHEREAS, after advertising, receiving and opening bids on August 15, 1995, for
Street, Storm Sewer and Water Improvements for Perimeter Drive, as outlined in
the Tax Increment Financing Agreement; and
WHEREAS, Council has determined that the lowest and best bid for said project
is from George J. Igel & Company, Inc. in the amount of $847,408.93; and
WHEREAS, it is necessary to amend the annual appropriations ordinance to provide
sufficient funding for the project; and
WHEREAS, it is in the best interest of the City to execute this contract as soon as
possible in fulfillment of it's Tax Increment Financing obligations, and so that
-'" construction can take place during favorable weather conditions.
- NOW, THEREFORE BE IT ORDAINED by the Council of the City of Dublin, State of
Ohio, ~ of the elected members concurring:
Section 1. That the bid from George J. Igel & Company, Inc. in the amount of
$847,408.93 be and hereby is, accepted.
Section 2. That the City Manager is hereby authorized and directed to execute a
contract with the George J. Igel & Company, Inc. for completion of said project
pursuant to the bid specifications and documents on file in the office of the City
Engineer.
Section 3. That there be appropriated from the unappropriated balance in the
Metatec Tax Increment Financing Fund the amount of $.J&I/)J 0 tJ D. H>to account
51-03-14-2551.
Section 4. That this Ordinance be, and the same hereby is, declared to be an
emergency measure for the preservation of the public peace, health or welfare of
the residents of this City, and in fulfillment of the City's Tax Increment Financing
contractual obligations, and, therefore, this Ordinance shall take effect and be in
--- force immediately upon its passage.
'..~' Passed this ;< lJr day of r. 1995.
wete ~O\t. \n t'\I
. ot this OrdinQnte/~ 0\\\0 lev'" tode.
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ATTEST: aty ot J ;..
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Clerk of Council Sponsor: City Engineer
,'"'it. 17 rlll.. iii ", - ~ .
MEMORANDUM
TO: Terry Foegler, Director of Development
FROM: Balbir S. Kindra, City Engineer ~SK,
~4''ffl SUBJECT: Street, Storm Sewer and Water Improvements for Perimeter Drive, 1995
""".. DATE: August 15, 1995
Today, August 15, 1995, bids were received and publicly opened and read for Street,
Storm Sewer and Water Improvements for Perimeter Drive. Bids were received as
shown on the attached bid form. Also attached is a copy of the bid tabulation for
your information. All bids submitted have been reviewed and it is recommended that
we award this contract to the lowest bidder, George J. Igel Company, Inc.
Attached is an emergency Ordinance for approval as soon as possible by City Council
prior to the awarding of this contract to George J. Igel & Company, Inc.
I"!"'..'''.'l"f
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BID TABUlATION
STREET, STORM SEWER AND WATER IMPROVEMENTS FOR PERIMETER DRIVE, 1995
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TOTAL $847,408.93 $894,550.28 $896,889.00
TOTAL AS READ $841,309.33 $893,650.28 Same
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. Because of the magnitude of the Hard Road intersection, the left-turn storage lane is
significantly longer (70 feet longer) than that provided on Tuller Road. Also, as you will
recall, we encountered significant problems with the evenness of the payement which was
added to the east side of S.R. 257 at Tuller Road to accommodate the addition of the left-
turn storage lane. New pavement is being added to the entire width of S.R. 257 at the
Hard Road intersection, resulting in significantly higher paving costs. The overall
extensive pavement and roadway improvements for this project, therefore, represent at
least an additional $100,000 expense.
\001'>.
I . Whereas Tuller Road was three lanes in width at its intersection with S.R. 257, Hard
Road is four lanes wide and includes a median. Additionally, the Tuller Road
~eI" signalization project included three mast arms on two poles, whereas the Hard Road
intersection requires three mast arms on three poles.
The bid received from Decker Construction of $581,666.30 is within ten percent of the design
engineer's estimate. As you will also recall (unlike the Tuller Road intersection improvement),
the Hard Road intersection improvement has required a number of right-of-way acquisitions.
The total project cost including design, acquisition, and construction is consistent with the
information contained within the proposed Five-Year CIP and does not, therefore, adversely
effect any programmed improvements.
As you may recall, problems were discovered late in the design process with regards to
inconsistencies in the descriptions of the S.R. 257 right-of-way within various historical records
for this area. This discrepancy has delayed this project longer into the construction season than
we would have desired. The Development Department recommends that this contract be
awarded at the August 21 meeting, by emergency, to minimize the amount of time Hard Road
may be open without the appropriate intersection improvement.
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MEMORANDUM
TO: Terry Foegler, Director of Development
FROM: Balbir S. Kindra, City Engineer ~
"""M SUBJECT: FRA-257 Hard Road Intersection and Left Turn Lane Addition
I
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.",.;;j;j DATE: August 15, 1995
Today, August 15, 1995, bids were received and publicly opened and read for
FRA-257 Hard Road Intersection and Left Turn Lane Addition. Bids were received as
shown on the attached bid form. Also attached is a copy of the bid tabulation for
your information. The one bid submitted has been reviewed and it is recommended
that we award this contract to the lowest bidder, Decker Construction Company.
Attached is an emergency Ordinance for approval as soon as possible by City Council
for awarding of this contract to Decker Construction Company and appropriating
addition funds.
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BID TABULATION
FRA-257 1.23 HARD ROAD INTERSECTION AND LEFT TURN LANE ADDITION
DECKER
CONSTRUCTION
ITEM DESCRIPTION QUANTITY UNIT TOTAL
604 Catch basin No. 3 1 Each !&1594.oo
604 Catch basin. No. 2-4 as per plan )R-4859-C orate) 1 Each $1.286.00
604 Inlet No. 2-A-10 1 Each 1.990.00
605 4. unclassified Dioo underdrain 1888 L.F. iQ.723.2O
..... 605 Shallow underdrain as oor olan 1834 L.F. iQ.261.70
PAVEMENT
203 Subarade oornoaction 2520 S.Y. !&1 764.00
- 252 Full deDth bituminous cavement sawina 1838 L.F. $2.573.20
254P Dlanina. bituminous 1000 S.Y. !&1
254 Patchin surfaces 500 S.Y. $5.000.00
301 Bituminous aaareaate base AG-2O 520 C.Y. $27300.00
304 A e base 543 C.Y. !&11 185.80
402 ... ... AC-20 25 C.Y. !&1477.50
403 ~haIt ooncrete AG-2O. soot leveIino 735 C.Y. $43 438.50
404 ooncrete AG-2O 556 C.Y. $32 859.60
404 ... ooncrete AG-2O ldrivewavs} 17 C.Y. i3.4OO.oo
407 Tack Coat 761 GAL. 1.902.50
408 Bituminous orime coat 1520 GAL. 12.052.00
606 Guardrail tvDe 5 100 L.F. 1.855.00
606 Anchor assemblY. tvDe T 1 Each Si675.oo
608 4. ooncrete walk 135 S.F. $472.50
608 Curb rarm 2 Each !&5OO.oo
609 Curb. tvDe 6 lCitv of Columbus} 131 L.F. $1965.00
609 City of Dublin. oombination curb and outter 1704 L.F. !&1"" ....,.......n
. TRAFFIC CONTROL
625 Conduit. 2.. 713.07 1001 L.F. 004.00
625 Conduit 3. 713.07 428 L.F. 140.00
625 Trench 1025 L.F. 100.00
625 Trench in caved area. tvDe B 190 L.F. 750.00
JI!l"'''~'lIl 625 Pull box. 713.08 18. 9 Each 050.00
625 Pull box. 713.08 24" 1 Each &550.00
625 Ground rod 4 Each &400.00
632 Vehicular sional head 3 section 12. lens 1-wav. as oor olan 8 Each $3.600.00
.,Jii 632 Vehicular sianal head 5 section 12. lens 1-wav. as oar olan 1 Each !&75O.oo
632P sianal head tvne 0-2 2 Each
632 Coverino of vehicular sional head 9 Each $9.00
632 Looo detector unit. as oar olan 7 Each !&1 050.00
632 Looo detector cavement cuttino 664 L.F. !&5.312.oo
632 Sienal cable 3 oonductor No. 14 awa 533 L.F. $533.00
632 Sianal cable. 7oonductor. No. 14 awo 753 L.F. $1506.00
632 Looo detector wire tvDe E 1754 L.F. $Sn.oo
632 Loon detector lead-in cable 2141 L.F. !&2.141.oo
632 Power cable 2 oonductor No. 8 awa 35 L.F. !&70.oo
632 Service cable 2 oonductor No. 6 awa 100 L.F. S2OO.oo
632 Power service as oar olan 1 Each $700.00
632 Cable SUDoort asserri:>1v 3 Each !&240.oo
632 Conduit riser. 1-112. diameter 1 Each $200.00
632 Concrete for anchor base foundation. as per plan 4.84 C.Y. $4.840.00
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BID TABULATION
FRA-2571.23 HARD ROAD INTERSECTION AND LEFT TURN LANE ADDITION
DECKER
CONSTRUCTION
ITEM DESCRIPTION QUANTITY UNIT TOTAL
ROADWAY
201 Clearina and arubbina L.S. L.S. $4,900.00
202 Buildina demolished LS. LS. $2.200.00
202 Stonewall removed as ut::I and re-used 799 LF. $6.511.85
...... 202 Stone Dillar removed as nAr DIan and re-used 2 Each $2.500.00
I 202 Guardrail removed 282 L.F. $789.60
I 202 Fence removed for reuse 111 L.F. $205.35
...... 202 Structure removed 4 Each S2.096.oo
202 Curb and nuttAr removed 5.1i LF. $445.50
202 Pice removed 24. and under 686 L.F. $1 680.70
202 Mailbox removed for reuse 5 Each 150.00
202 Catch basin removed 3 Each i6OO.oo
202 R ~v ~'X\A M
202 Pice removed over24. 24 L.F. )276.00
202 Portion traffic island removed 75 S.Y. $1.162.50
203 Embankment 1260 C.Y. $8.127.00
203 Excavation not incIudina embankment construction 2169 C.Y. S27.871.65
SPEC Quanv stone wan. as oar n1an 805 L.F. !lIi6.350.oo
SPEC Quanv stone oillar. as oar oIan 2 Each $8.000.00
604 Manhole adiusted to arade 5 Each S2.300.oo
630 Removal of around mounted sian & reerection 2 Each $49.90
638 Valve box adiusted to arade 2 Each $292.00
ER~ION CONTROL
207 Filter fabric fence 200 L.F. $640.00
207 Straw or hav baJes 80 Each $480.00
601 Rock channel nrotection tvnA. C with filter 12 C.Y. S552.oo
601 R nel orotection fvnA D with filter 48 C.Y. S2_448.00
616 Water 1 M.GAL $30.00
....~-"'" 616 Calcium chloride 1 Ton $300.00
659 Water 2 M.GAL S40.oo
659 Commercial fertilizer 0.1 Ton $50.00
659 Seedina and mulchina 4178 S.Y. $4.178.00
-"""'" 660 Reinforced soddinn 285 S.Y. S2_850.00
DRAINAGE
602 Concrete masonrv 1.78 C.Y. $1.050.20
603 4. conduit. tvoe F 46 L.F. $552.00
603 6. conduit. tvoe SDR 35 92 L.F. S2.060.80
603 8. conduit IvnAB 50 L.F. $1080.00
603 8. conduit. tvoeE 50 L.F. $745.00
603 8. conduit. tvDeF 50 L.F. $940.00
603 12. conduit tvoe B 57 L.F. $1390.80
603 15" conduit fvnA D 30 L.F. n1.OO
603 18. conduit. tvoe B 23 L.F. )676.20
603 18. conduit tvoe A 13 L.F. >431.60
603 24. conduit tvoe A 32 L.F. $1 596.80
603 27" conduit. tvoe B 619 L.F. $38 873.20
603 36" conduit. tvoe B 27 L.F. $1857.60
604 Manhole adiusted to arade 1 Each S460.oo
604 Catch basin No. 2-3 as nAr n1an IR-4859-C arate) 5 Each $6.090.00
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BID TABULATION
FRA-2571.23 HARD ROAD INTERSECTION AND LEFT TURN LANE ADDITION
DECKER
CONSTRUCTION
ITEM DESCRIPTION QUANTITY UNIT TOTAL
632 Sianal suooort \IDe TG-81.2O desian 1 23' arm as oar olan 1 Each !&4-5OO.oo
632 Sianal SUDDOrt. voe TG-81.2O. desk:Jn 3. 31' arm as oar DIan 1 Each $5.000.00
632 Sienal suooorl voe TG-81.2O desian 4 31' ann as oar olan 1 Each $5.500.00
632 Pedestal 11' as oer oIan 1 Each S1ooo.oo
",.... 633 Controller actuated 8 ohase. solid state diaital microorocessor as 0 1 Each tJ.ooo.oo
633 Controller work oad 8.5 S.F. Si85.oo
630 Ground mounted suooor1s #3 oost 169 LF. $1.478.75
-. 630 Sian suooort assemblv. ooIe mounted 4 Each S345.oo
63{) Sinn flat sheAt tvoA G 71.5 S.F. 1 422.RIi
630 . - internaliv illuminated street name sian. sinale faced. as oar I 3 each :2,700.00
644 Edae line 0.74 Mile 1.628.00
644 Lane line 0.74 Mile 1110.00
644 linA 0.61 Mile ~ tu:n nn
644 Channelizina line 281 LF. S365.30
644 Stoo line 101 L.F. S505.oo
644 Crosswalk line 168 LF. S386.40
644 Transverse line. 20" 795 LF. $3.77625
644 Island markina 54.4 S.F. $81.60
644 Lane arrow 5 Each $395.00
644 Word on oavernenL 72. 1 Each S110.oo
862 Raised oavement marker 263 Each tJ.890.oo
MAINTAINING TRAFFIC
SPEC Law enforanent officer with oatrol car 24 Hours S768.oo
614 TArTInOrarv B(]nR line, r.b:I~c:: 1 white 0.59 Mile $354.00
614 Work zone markina sian 11 Each $5.500.00
614 Maintainina traffic LS. L.S. ~ !I5.ooo.oo
619 Field office. tvoe A LS. L.S. ~,400.oo
623 Ia .. kes LS. L.S. $5.900.00
624 Mobilization L.S. L.S. $45,000.00
.""'-'.
TOTAL $581,666.30
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