06-91 Ordinance
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RECORD OF ORDINANCES
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Dayton Legal Blank Co. Form No. 30043
Ordinance No.u 06-91. Passer] . m u19u
AN ORDINANCE TO ACCEPT
THE LOWEST/BEST BID FOR
TRAFFIC SIGNAL IMPROVE-
MENTS AT AVERY ROAD AND
SHIER-RINGS ROAD
WHEREAS, after advertising, receiving and opening bids on January 11,
1991, for traffic signal improvements at Avery Road and Shier-Rings
Road; and
WHEREAS, Council has determined that the lowest and best bid for
said project is from M. P. DORY COMPANY in the amount of $47,705.02.
NOW, THEREFORE, BE IT ORDAINED by the Council of the City of Dublin,
State of Ohio, 7 of the elected members concurring:
Section 1. That the bid from M. P. Dory Company in the amount of
$47,705.02 be, and hereby is, accepted.
Section 2. That the City Manager and Finance Director be, and hereby
are, authorized and directed to execute a contract with M. P. Dory
Company for completion of said project pursuant to the bid specifica-
tions and documents on file in the office of the City Engineer.
Section 3. That there be appropriated from the unappropriated balance
in the CAPITAL IMPROVEMENT TAX FUND the sum of $50,000.00 to account
40-03-14-2551.
Section 4. That this Ordinance shall take effect and be in force
from and after the earliest period allowed by law.
Passed this 18th day of February , 1991.
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Attest:
fittftuo ~ tl-~~
Clerk of oun'ci 1
1 hereby rprt:J" ,!..", ~''''~". .~ .1". n.,f'nn""(\/R""nlution were flosted in th~
City of D:L 'Oi J 3 i .25 of the C[;io Revised Code.
~~/O y/). 't~
...- Clerk of Council, Dublin, Ohi~
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MEMORANDUM
TO: city Council Members
FROM: Timothy C. Hansley, City Manager
SUBJECT: Contractor Recommendation - Avery/Shier Rings Signal
DATE: January 15, 1991
Report From City Engineer
Background
During public meetings for the City's Service Complex, The City agreed to
make improvements at the Avery Road/Shier Rings Road intersection.
Installation of a traffic signal at this intersection is viewed as one of
the needed improvements. Widening of the intersection approaches and
installation of turning lanes is viewed as desirable though not critical
at this time. These intersection improvements should be completed in
conjunction with the anticipated future interchange improvements.
Though signal warrants have been met for some time, advertising for bids
on this project was delayed until the intersection was within the
corporate boundary of Dublin. This intersection became a part of Dublin
with the recent 700~ acre annexation.
This installation is an interim improvement. The signal heads will be
installed on span wire. Upon completion of other intersection
improvements, this signal will be reinstalled on pole mounted mast arms.
This later modification will likely include additional signal heads.
This signal includes an eight phase controller which is capable of being
interconnected into a "closed loop system" with the two signals that are
presently being installed on Avery Road. The interconnection will likely
be done later this year. Interconnection will give us the ability to
monitor the operation of the three signals and traffic volumes at the
three intersections via computer.
Recatmer:dation
Two bids were opened on January 11, 1991 for the installation of a
traffic signal at the intersection of Avery Road and Shier Rings Road.
Those bids are shown on the attached bid summary.
The lowest bid was submitted by M. P. Dory Co. of Summit Station, Ohio.
The second lowest bid was submitted by Jess Howard Electric Co.
We are not familiar with the work of the M. P. Dory Co. and therefore
talked with other government organizations for whom they have done work.
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We talked with representatives of Westerville, Worthington and ODOT
Districts 6 and 9. All recommended M. P. Dory Co. and all said they would
welcome them on other projects.
Therefore, It is recommended that Council authorize the City Manager to
enter into a contract with M. P. Dory Co. in the amount of $47,705.02
for the installation of this signal.
Page 2/2
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Traffic Signal Improvements I
BID TABULATION Avery Road at Shier Rings Road:
~ CITY OF DUBLIN, OHIO
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BID OPENING: JANUARY 11,1991 M.P. DORY co. JESS 'r-\OWf\RD ELEC\R\C Co. I
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ENGINEER'S ESTIMATE: Po. '3o~ 24B 6~30 T,A..YLOR Rb. I
$ 50,OOO2Q SUMM\\ S\P\\\ON,O\4-\O 43()13 BL~C.KL\c..\(, 0\-\\0 4-3004
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ITEM DESCRIPTION QTY UNIT LABOR MAT'L TOTAL TOTAL PRICE LABOR MAT'L TOTAL TOTAL PRICE LA~OR MAT'L TOTAL TOTAL PfICE
632 Strainpo1e, type TC-81.10 4 EA 2709E 1920~ Z\90~2 87foOoU 50000 2D00Q9 2500()~ l60()Oo.!! \ J
design 6, 30 feet ' J I I I ,
632 Vehicular signal head, 8 EA 0 ou -oc. 500 jU \ I
3-..ection, 12-inch lens, l45~ 230o~ 375<:?!!. 3,000 ~ 200- 225- 42 - 3.,4DD-
one-way
632 Pedestrian push button 4 EA 709.2 4O'~ IIO~ 4-t0~ 30~ 50~c.. Bo2.:' 320~ \
~ 632 Loop detector unit. 6 EA -0 - 1350') } 35~ 81 O~ IO~ 140~ 150QY 90oq:; \ ~ ...- ~
as per plan
632 Loop detector pavement 334 LF 44-5 2~ ~45 215430 4~ IOU La...!!- Iro70~ I _
.eutting - I ::> I ~
632 Concrete for anchor base 9.60 CY 3foO~ ()~~ 4-/'5~ .~4-14-~ '2r4-'~ IOI<ll' 4t:"50~ 4'3~8~ \ I
f ounda t ions I ...) \0 I "" ~ .J ::J.
632 Cable support assembly , 4 EA 2~Q2 25~ 54~ 21fo~ 4{)o..!! IO~ 5o~ 200~ \ I
632 Messenger wire. 7 strand. 364 LF 360 J ~ 4bO I b 74- #) 4V I ~ 5~ J 8 20'~' I
3/811 dia. with accessories ' , \
632 Signal cable, 7-conductor 650 LF I!.E 05"0 J "0 1,04-0 ~ J<!.E 01:9. 14-0 ~I02Q '\ 1/
No. 14 AWG. \
632 Loop detector wire, typeE 1129 4 ~F o~ O'S O~ '15CJ~S 080 02-E /25: 1,12900 \ I
632 Loop detector lead-in cable 2571 LF O'!.Q 0 '(.1 \ ~ 3,00 8 ~ 07Q 0 1.2 ) ~ 257 J qg \ I
632 Power cable. 2-conductor 91 LF 120 12.9 2 ?.5!. 2 45 ?S!. /1...u 0 50 2. ~ I 8 '2 ~ T I
No.8 AWG.. copper \ i
632 Power Service. as per plan 1 EA 270o.!:! 4-2.0~ ~90'!:! ~90o~ 200'?2 '350Q9 550~ 5'50~ '\,'
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632 Covering of vehicular 8 EA 90:! I~ JO~ ao'~ O~ O~ I Q2.. 8~ \ f I
signal head I I
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- 625 Pull box, .713.09,1811 10 EA /80~ JOO~ Z8()~ Z,80oC:;> Ino~ /200..9 2Zt)~\J 2200~ f -
625 TUllCh 1036 LF 2. 7:) -u - 2 75 2,8 4<<1 ~ '3Qf.! - 0 - -~ ~ 3, \ 0 8 ~ ~ I
~ 625 ~ Trench in p~ved a~eas. - 40 LF 2~~ -- fL,0..2 20~ I ~~O~ ""'-f- 1-:0-:- 10'29 2S~ I OOO~ T I
Type B I) \
625 Conduit, 713,04. 1 inch 147 LF 31E J~ 47U 09D~ 3~ J~ 4~ 58B~ \ /
625 Conduit, 713.07. 2 inch 889 LF ~2.? O~ 3 as 3,42.2 IPS 3~ I ~ 4-~ 3.556~ \.
Schedule 40 I
- 625 Conduit. 713.07.3 inch 24 LF 3~ 075 435" 104-40 3'~ 292 5~ 1'20Q~ 1'\ -
Scheduh 40 ' \
625 Ground rod 5 EA 80~ 2.5~ I05~ 52~'~ 80~ 20~ /oO~ 5000":= " \
633 Controller, actuated, 1 EA I \
8 phase, solid state 8oo~ 5qoo~ ~ 700~ 0 700?3 } CfX)~ 03500Q 7,350<29 7. 35D~ I
diiital microprocessor, ", I , I
as per plan I
633 Concrete for cabinet 1.85 CY 435~ IOD!..G 5'35~ 989 75.- '3~O~ IOO~ 4foO~ BSl 00 \
foundation
614 Maintaining traffic LS LS 56DQ.!! - 0- 5000y 500'~ 3DO~ -0- '"360~ 300~o I \
621 Stop lines, 24" 61 LF 320 I~ 4-20 25b'ZO 350 O~ 4~ 244~ T \
6.23 CGnstruction layout stakes L5 LS JOO~ - (J- JOO(~ ) DOo.:! 200~ - 0 - 200~ 200<U' / \
633 Controller work pad 12.5 SF 9~ I ~ /()~ J 25~ 5"-E 5~ IO~ I Z5~ i \
638 Removal of around mounted 2 EA 15~ _ 0 _ 15 ~ 30 ~ 30QY _ 0 _ '"3 0 ~ 000..2 1 ,
post support and disposal I
630 Removal of ground mounted 2 EA 15~ -0- 15<!-{J 3()~ 30q..o -0- 3D~ t:,O~ I \ ../'
sign and storage J
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TOTAL $47,70502 $4812<70~ / ! \
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Addendum No. 0 to 0 signed - 0 - - u - : !
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Remarks: ALL F'oRW\S S\~~tD A.lL f"O~\.A~ S\c:'~Et> / !
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