HomeMy WebLinkAbout068-90 Ordinance
RECORD OF ORDINANCES
Dayton Legal Blank Co. Form No. 30043
, 68-90 Passed . .. . ...m.19....
Ordmance No,.. . .. .. ....
AN ORDINANCE TO ACCEPT THE
LOWEST/BEST BID FOR 1990
STREET IMPROVEMENTS ~ AUTHOR-
IZING AND DIRECTING THE
MANAGER AND FINANCE DIRECTOR
TO EXECUTE A CONTRACT~ AND
DECLARING AN EMERGENCY
WHEREAS~ pursuant to required advertising, bids have been received for
the 1990 Street Improvements; and
WHEREAS~ Council has determined that the bid of Shelly and Sands, Inc.
for said improvements in the amount of $552,092.75 is the lowest/best bid.
NOW~ THEREFORE~ BE IT ORDAINED by the Council of the City of Dublin,
State of Ohio, 6 of the elected members concurring:
Section 1. That the bid of Shelly and Sands~ Inc. for said improvements
in accordance with specifications on file in the office of the City
Engineer be, and hereby is, accepted.
Section 2. That the Manager and Finance Director be, and they hereby
are, authorized and directed to execute a contract with the said
Shelly and Sands~ Inc. for the 1990 Street Improvements.
Section 3. That this Ordinance is declared to be an emergency measure
necessary for the public peace, health and safety and for the further
reason that said improvements are currently needed and therefore this
Ordinance shall take effect and be in force immediately upon its
passage.
Passed this 16th day of July , 1990.
Attest:
/,1
J~~.t~J
Clerk of Counc~l
! ,hereby ce~i~ that copies of this Ordinance/Resolution were posted in the
City of Dubhn In accordance with Section 731,25 of the Ohio Revised Code.
~Ba~~-G~ ~9. fl-AL0-J
Oerk tf Cound!, Dublin, Ohio
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MEMORANDUM
TO: Dublin City Council
FROM: Timothy C. Hansley
SUBJECT: 1990 Street Program
DATE: July l6, 1990
Report by City Engineer
Bids were received from four contractors and opened on July 12, 1990, for the
1990 Street Program. You have received tabulation of those bids in your packet.
The bids which were received are:
Shelly and Sands, Inc. $552,092.75 -2.8%
Strawser Paving Company $554,674.80 -2.3%
Decker Construction Co. $599,826.30 +5.6%
Northwood Stone & Asphalt $6l5,003.60 +8.3%
The Engineer's Estimate is $568.000.00
Dublin has no experience with Shelly and Sands, Inc. The Franklin County
Engineer, City of Columbus, City of Westerville and the City of Reynoldsburg all
have recent projects with this company. These organizations all report high
quality work and each recommends Shelly and Sands to us.
This information is consistent with experiences of the City Engineer (many years
ago) with crews working out of their headquarters in Duncan Falls, Ohio.
Therefore, it is recommended that the City Manager be authorized to enter into a
contract with Shelly and Sands, Inc. for the 1990 Street Program.
cc: Terry Foegler
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BID TABULATION 1990 STREET RESURFACING and IMPROVEMENTS
· CITY OF DUBll N. OHIO
Bid Opening: July 12,1990 SHELLY ~ SANb5 I \NC, STRAWSE.R PAV\NG Co, DECKER CONS'T. CO, NO~HWOOb Sl()t-!E ~ ASf>\-\AL1 ~
. I . . $ COLUM\3US 0\4\0 COLUM6Uc; 0\-1\0 COLUtv\BUS OHiO IOS ~A~\)tR 0\-\\0 NO 01"\-\ 'ER B\DS REC E \ V E D \ "
I Engineer s Estimate. 568,00022 I , , ~ __ ' .;~
,
ITEM DESCRIPTION UNIT QTY LABOR MATL TOTAL ~~Jt~ LABOR, MAT'L TO,TAL ~OR\~~ LABOR MAT'L TOTAL ~~Tt~ LABOR MAT'L TOTAL ~OR1~~ LABOR MAT'L TOTAL ~~r~~ LABOR MAT'L TOTAL ~2Tt~ LABOR MAT'L TOTAL ~~i~~ LABOR MAT'L TOTAL ~~rt~
201 Treea Re1Mlvedand Replanted Each 4' 200ef! 50Q9 Z50~ I/OOOC?2 150Q9 50~ 2C>O~ 80000 'IOQ9 -0- \IO~ 440~ 400QQ -0- 4-o0~ I, foOD 00
202 Curb Re.oved and Disposal of L.P. 250 4~ -0- -I-~ /,125~ 1'!f.E. 02E 2~ 5000..9 522 -0- 5'29 /,2.50Q9 4QE.. -0- 4~ J,Oaoe
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203 Exeavation not includtng e.banbent const. C.Y. 378 12~ -0- /2:s'0 4-:72S~ 8~ 12.9 '7~ 340Z<2Q 2.eQ9 -0- Z82.0 10584~ 15~ -0- 15~ 5'70~
.. , '/ , ,CD
301 Bituainous Aggregate Base Ton 10 30~ 2D~ 50~ 500~ 4-0~ '2.D~ 'O~ ~O0.3 18e9. 20QS! ~~~ 3BO~ 30QQ. '2.0QE 50~ 500~
304 'Aggregate Base C. Y. 205 If> 9.9 ~ ~ 2 5~ 5, 309 ~ 25~ 15~ 40 ~ 8, 2DO ~ 30<29 15~ 45~ .", 'Z '2 5 q"o IS0-E, / D22. Z5~ 51 Z5~
/
~
305 9" Portland Ce.ent Concrete Base S. Y. 385 13 ~ 13 ~ 2(0 ~ 10,O/0C?9 /2 ~ 14~ 2(O~ 10, DIDod 15<a9 14Q!2.. 29 qg II, Ito5Q9 20~ ZD~ 40 2E!. I~ 4-009..0
402 Asphalt Conerete - Interaediate Course Ton 18 29?1: ZO~ 49~ 8"'7~ 4D~ ZO~ 00~ 1,C>80~ 18~ 2D~ S8<a.9 ~84~ 4D~ 20~ ~O~ 1,080~
403 Asphalt Concrete - Interaediate Course Ton 1.787 8?2. 18~ 2fo 7.2 47, 873 73 b<2.E 20e2 2b~ 4{0/~2~ ~ ~ 2.J ~ 2. 7 ~ 48/ 2A"~ (pJ.2. Z.O~ ZIP~ 47, '3..:5'"5~
404 Asphalt Concrete - Surface Course Ton 7.749 879 18~ 2~~ 207,595~ ~~ 20~ 2fo~ 2c>/,474~ ~QQ 2J~ 2.7'22 209,22.3 {;, ZO~ 2~50 20S:348~
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407 Tack Coat. Bituainous Gal. 13.997 '0432 O~ 089 12,4573'3 050 O~ I~ 13/197~ o~ O~ /30 18, 19foL O@ O~ 11..2. 1~~9~70 I --'
408 Bituailnous Priae Coat Gal. 4.343 O~ O~ ():!fi 4,256 1+ /~ I~ 2~ ~~8~OY O~ /~ I~ ~04-5'!2. 660 O?E.. 1'"30 5-64-5~o .
409 Seal Coat Bituainous Material Gal. 3,379 O@ 04'9 O~ 3...34S~ 150 O'S9 2~ tP...758~ 1~ O~ 2.~ ~/7580~ O~ c>60 I~ 3,,7/6:,90 1
409 Seal Coal Cover Aggregate Mo. 8 C.Y. 82 2Z!! 12~ > 3+l!- 2/813~2 4()~ 20~CI 0O~d 4; 920Q..o 20~ ID~ ':30~ 2,4bt>~ 18~ J2.~ "3002 2/4bD~ I
413 Crack Sealing. not Applied. Type I L.S. L.S. 34,/O~.2 ZS:OOO!2 59...I05~ 59,I05~ 4t1ooo~ 24,oooC!! ~"hOO()~ 6:J4..,ODO~ ~5,OOOO.!l '3~OOo~ JO~O()D~ /()qO()O~ '34;/o5~ Zs:OOO~ 59)DSCE 59,/D5o..E
452 6" Plain Portland Ce.ent Concrete S.Y. 55 2"QG 1'2..~ 38~ 2,090~ 20QE lOgE 3C>~ 1,05092 28~ 1402. 4Zqs) Z,3ID0.!3. '30~ '30~ bO~ 3..30()~ .
603 12" Slitooth Lined Corr. Poly. Perforated 0 0 Od 00 ()O 0 00 00 00 0 00 00 00 00 00
Pipe with a co.plete envelope of 57's L.F. 1.168 20~ 15....2 35~ 4-D,88D- 4- 8- 12~ 14,6Ib- 8- 7- 15~ 10520- 5- 10- 15- 17,52()-
604 Manholes Adjusted to Grade Each 11 30~ 302.9 ~O~ 660QS!. lOa.!!. 5D~ bO~ (0(;;093 70o...!l. 50~ IZOq9 13'20~ 10023 /(jO~ 200~ 220()~
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605 4" Dia. Pipe Underdrain L.P. 184 2~ JR;/ 3~ 5"S2~ 4-C!2 2~ 00U ,,104~ Z90 O~ 3S? ~4400 4~ 6~ 100.2. I, 840~: J
609 Coab1.nation Conerete Curb and Gutter L.P. 577 /O~ 5'~ 15~ 8iP55f2g J/~ tt:l~ /7~ "-80'7~ 11~ 7~ /89.9 ID'38~/E 800 1'2.~ 2()~ II 54<>o~ II
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609 Straight 18" Coneretc Slab I:.F. 245 ~ ~ 3~ <7~ 2... 205~ 1/ ~ bqfd 17 ,!-O 4; 1~5ay 50...9 cbqE 1/9!! 2/095"9Q ~QI2.~?O~ ~... ~.:i:?pQ~: 1t;.~1 ~.~ .., I ~ N . I ..- ,., ...
614 tiOrt Zo...ltarking sips ", -"'<T.~.-S"'.-----""""'~~ 500/10 4000ti '900~ ...,rlll /llnJl'!:. -rwo~. ~~ ..3..d~o~~~i.YiIEl"" .....,.J(J' . "'1~""i }~t)-@., iood '3~D~ 500D~ 5 ()OO9E I - - ~-- -, - --
. ' \J''''''' '-'-...,- ,.,1 _ -- --, I ~, _____" "
614 Temporar; Center Lines. Class II Mile 4.3 /b5~ IOO~ Z~5~ 1,139 & IOO~ 500q9 (0009-0 2/580~ 200C!f' 6CJO.E 2hOqJ;) I,J 18 ~ 3oo~ 260~ 500~ 2,150~ I
614 Temporary Lane Lines, Class II Mile 0.60 /(o5eE IOO~ 2b5~ 15"j~ 100 OJ;! 500OJ/ ~OO~o 3bO<J...CJ 2()0C!! 60~ 2t::.OtzE 150qf) 3~~ 200Q.9 500~ 300~ l'
614 Maintaining Traffic L.S. L.S. S;lAO~ 3,()D()~ 8,b40~ ~tP400..9 15~OO~ 3,i)O()~ 18,oooQ!,J 18000QG 13,()()OC!! 2,DOO~ I~OOOo..2 I5,OOD~ "9/300~ -6- 2.9,,~()0~ 29,30()~
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617 Shoulder Preparation S.Y. 9.472 ...../..1 -0- D~ IZ31~ O"3.ff OQ...s O'f:l 3788~ 0'3..2. -0- O"3...E 284-1~ O~ -0- D50 LT~0~ I
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617 Co.paeted Aggregate. Type "A" C.Y. 573 14-~ 9~ 23~ 13/40247 /I~ 14-~ 25~ /4;325;!.o 10~ 18a.E 2.8~ Ib/044~ IOa..E IDo..:!. 20~ 1I,4t,0~
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621 Edge Lines Kile 8.6 2,75~ JOO~ 375~ 3,225<29 25ce-o 15o'?9 4-O0~ 3...#O~ 24-()q9 18oq,g. 4-20'!!! 3j:./Zg9 4000.2 4(J()t1.5!.. 8oo~ ~,,880~ I
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~ 621 Lane Lines \ Hile 0.60 '390Qg J 000Jl. 49()~ 294~ "300~ 2()0~ 500!E 300Q..O 3200.,9 22.0~ 54()~ 3 2.4 ~ 30()~ 300~ 600 ~ 3GO~
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621 Center Lincs Mile 4.3 55000 /OO~ h5002 2/ 795~ 4-50~ 2S'0g,9 7000.3 '3,0109.2 4-ID'2Sl '3/0~ 720~ 3...096~ roOO<J.S!. 006~ V2.60~ S:/~Og"g I
621 Stop Lines L.i. 454 2~ J~ '300 1,3t,2.~ c.~ I~ 3~ 1,3~Z~ 2~ I~ 350 //S€F7~ O~ 085" 175 794 $'0 I
621 Crosswalk Lines L.F. 656 100 OS-O 150 ~84~ 1~ 01!2 ZQ!} 1,3/2~ /Qf! 07...2 /~ 1/1/5?E.. C>~ 080 /~ IJ)49~
621 School Symbol Markings, 96 ineh Each 1 /50~ 150~ 300~ '300CU! 200~ 100<2.9 ~OOQ9 300~ 27D~ BOO.!! 35'O~ 3500~ 5'O~o 50~ IOOo.!!. 100'2E.
621 "Only" Each 1 400.2 3S~ 7'5~o 75€.SJ 55~ 2S~..o 8D~ 8o~o SO~ 4000 ~Oq,g '70q 50' I 50~ 100<22 )OO~
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. 621 Left Turn Arrow Each 1 30~ 25~ S-5"~ 55~ 40Q2 20<2.9 ~02l' ~ogg 4-0~ 30~ 70o.E 70t:!!! SO<?,g 50~ 10002 /OOo"E
I 621 Yellow Island Nose Markings L.P. 30 Q~ o$> I~ '30QE D~ D"33 1<!2 300..9 o fiE ()40 I~ 36<?9 2~ 2@ 5~ 1'500.2
621 White Channelizing Line 10" Wide L.P. 500 O~ O~ 6S'S 275'~ 64:!2 O~ 660 300~ O~ ()~ O~ "3S0~ /0.2.. J~ 2eE. IOOOo.E.
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622 Topsoil Furnished and Placed C.Y. 503 28~ IO~ 38~ /~114~ '9~ I&~ 35~ 17,bC>5~o h~ 7~ 13~ ~/539<2.<2 /00.2. 15'~ 25e9 /2,57500
623 Seeding and Mulehing S.Y. 5.405 075 O~ /~ 5:Ao5~ O~ 6~ J~ 54C>ro...g D~ 020 O?!l. '378'350 o?:S O~ I~ ~4{)5qsJ /'
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l . 624 Soddiilg S.Y. 127 2~ I!!! 3~ 381~ 3~ Z~ Sqp 635~ 2~ ItE 3~ 381 ~ 2~ 3~ 5~ 635~ I
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. 626 Construetion Layout Stakes > L.S. L.S. 1,7006.2. '3()O~ 2)JOO~ 2/ooo~ 8oo~ 200~ ~OOO~ I, OOOoP 3..c1O()~ -0- 3...0()O~ 3/~06qE 2,~ -0- 2,500llE 2,500~ 1-
630 Pave.ent Planing S.Y. 61 1/1R -0- 11"-1: 700'1.8 20~ ZQ2 22.q,? 1,34ZQG 70'1 -0- 7!!3 4-z'7~ /5<EE- -0- 15QE 91:5t?2 I:
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630 R-31C-48 Lane Use Control Eseh 1 IOO~ 4-tJOo.:! 5()o~ 'S()O ~ 50d.!! 15D~CJ '20000 2.Oo~ 5'00-5! 700.2 12062 12C> ~ 500,2, 1000.2. /5Dq,E 15'0~ I
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, 630 R 37R 24 Keep Right Sip Eaeh 1 100o.:! 4000(/ 5a()~ 50003 50<!9 JOOoo J5D~ 150~ 50~ 00~ /lO~ J 1000 5000 IODt2.Q 150130 150~ ; I
I 630 R-123-24 No "U" Turn Each 1 /OO~ 40()~ 5t)ooO SOOO.!:!. 50~ IOO~ 15"DQ!!. /50~ 5{fto 00~ /ft>q!!. I/(J oCJ ~O'!2 IOOao I5'O<?2 /5'Oq}! I I
635 PartiaIDepthPave.entR_1tlaee.ent(4"-6") S.Y. 821 2/~ 7~ 280~ 2'2C1aa~ 15~ /Zq9 27~ '22Ito7~ 2J~ 7~ 2'7~ 23809<t 20' 20~ 4<Jo.E, 3284D~ I
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635 Partial Dept.h Pave.ent Replaeeaent (6"_8-) S.Y. 1.020 21~ ~~ 3000 30/~OOoo 1C'j~ 159.9 34~ 3~b8()~ 20~ lOt!!!. '30~ 3b,726~ 2t:,V 2(o~ 52~ 53/()4D<?Q I
635 Partial Depth Paveaent Replaeeaent (8"10") S.Y. 420 '3~~ J/~ +4~ 18,4BOQ9.. 2,2..9..." 18~ 4-0~ Ife,BOO'!:' 32.~ 13~ +5'!!!. /8,900~ 32.~ 32~ b5'~ 2.7,300~ I
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I TOTAL i.55"2,092 75' 1>. 554-,074 80 ~ 599,82~3() t. 015,003 (00 I I
Remarks: ALL FORW\'5 S\GN.ECU 1\ll FORlAS S'G~~t) ALL ~()RMS '5\GNED ALL FORloAS SIG~Et>
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