048-89 Ordinance
RECORD OF ORDINANCES
Dayton Legal Blank Co. Form No. 30043
Ordinance No. nnq8--.89__mm Passedn~n~___m nn nn ______19n
AN ORDINANCE TO ACCEPT THE
LOWEST/BEST BID FOR 1989
- MONTEREY DRIVE IMPROVEMENTS,
AUTHORIZING AND DIRECTING THE
MANAGER AND FINANCE DIRECTOR
TO EXECUTE A CONTRACT, AND
DECLARING AN EMERGENCY
WHEREAS, pursuant to the required advertising, bids have been received
and were opened at 11:00 A.M. on Friday, May 26, 1989 for the 1989
Monterey Drive Improvements; and,
WHEREAS, Council has determined that the bid of Colmnbus Asphalt Paving
Inc. in the amount of $102,884.15 is the lowest/best bid;
NOW, THEREFORE, BE IT ORDAINED by the Council of the City of Dublin,
State of Ohio, 5 of the elected members concurr:~ng:
Section 1. That the bid of Columbus Asphalt Paving, Inc. for said
program in accordance with specifications on file in the Office of
the Engineer be, and hereby is, accepted.
Sction 2. That the Manager and Finance Director be, and they hereby
are, authorized and directed to execute a contract with the said
Columbus Asphalt Paving, Inc. in the amount of $102,884.15 for the 1989
Monterey Drive 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 immediat,~ly upon its
passage.
Passed this 19th day of June , 1989.
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Attest: I
,
l/~ 'fi], 't(~
~ erk of Council
Sponsor: City Engineer
'15ereby ce~i~ that cOll:es of t":s Or!fnan(e, 'Resolution were posted in' t~
, tHy of Dublm In accordance w;lh Section 731 25 of the.. R . d' C d
. 10 eVIse 0 f..,
~&h",?o 7:7.. ~
Clerk of CeuncJl, Du in Ohio
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MEMORANDUM
TO: Dubl~n City Council Members
Timc-=.hy C. Hansley, City Ma::ager
FRCM : Nane-=.te J. Metz, Finance Di=ector
SUBJECT : Monteray Drive Improvements
DATE : June 15, 1989
Apparently the~e was some discussion ~t the ~une 5th ~eeting
rega=~ing Ordi~ance No. 48-89 and the fact ~~at Monte~ay Drive
Imprc~ements a=e not on the current l:st of projects for 1989.
This ~!."oject ..-::.s evidently approved t~. Cour::il some -=.~me in 1988
or before; ho...:ver, it was not carrie~ over ~o the list for
1989.
Since the engi::eering has been done a::d it :s a rela-=.iv,~ly small
(i. e. , lower c~st) project, I would rec:omme::.:J. procee-="nq with
the a....ard of t.::-.is project from the C2.~i tal :.::lproveme:-. ~ Fund/New
Stree~ Constr~=tion and Engineering. Sever~':' of the :Jther
proje:ts alrea=y approved in this por~ion c: the bud;:t are yet
to be awarded =.nd may come in under t:-.e est~-:!ated fi~..:n~. For
exam~':'e, the F=antz Road Extension W2.= budc;e-:ed at $::25,000 and
the ti:.i is for approximately $454,00C. The amount" =: =. v(~d" in
this ~roject ..-ill easily finance the ~!onter~y projec~.
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CITY OF DUBLIN CoL (,1M 13 US ASPHALI P""'N<.., '"1NC, S,I<A,W': E R 1 l\ v I tJUJ 6:). DAt-J tf" KT \ \-.1 c. '. -\ .. ~ '<.. ~",.~. "- La'
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ALL f'0~tv\;) S \C,N, u ALL F', . ~_ ~ All. r JKI'vI: .. '4~f D ALL FORMS ~IC,N""O
IMPROVEMENTS FOR MONTEREY DR. 19$9 0..11...,1'1,-,'-'
BID OPENING: MAY 26,1989 ,
TOTAL TOTAL TOTAL I TOTAL
.1TEM DESCRlplTION QTY. tJNIT LABOR MAT'L TOT A l PRICE LAB OR MAT'L TOTAL PRICE LABOR MAT L TOT A L PRICE LA BOR MAT1L TOTAL PRICE
BASE BID I
I
202 Pipe Removed & Disposed of 445 L.F. S 25 0 S 25 c J ;; t:..l5 '-" ~o ........ r 0 .J OD . 133!.;J.C 1.0 . ?c -4 2.2 1M J /. 9 (;-, rl /1 4695
(6", 8" & 12") -..)1
I .
202 Inlet Removed & Disposed of 2 Each /00 0 100 ~()O 90 10 /00 cOO If..,l - I "l ....~~'4 /60 - I 1,50 300
, I
203 Excavation Including 1450 C.Y. 1151..3 ~ . G!
I,J : v O' 1.3 ' ~() 13 .70 13 7,) 1913('~. L.) /1.(" 0 II (. /{ '/ 10 /2 / /4 00
Embankment Construction
,
301 Bituminous Aggregate 306 Ton 100 to,OO 21.00 7J..," 00 7. 56 IP. (X) 25. ;0 7fo~ S.2 21 2(, l. bo/7 . 2 17 10 I 27 8('(e.2
Base Course I
304 Aggregate Base 326 C.Y. 8.10 '1.00 II /~ 55 71. 60 ~.D 12.0 /6 .5b(.8 ~.5El I~ 0 '(.0. ~ b (" 1 0'1 .00 15 (,1 2/ (,840
402 Asphalt Concrete 151 Ton ..j 10 cO, 0() Z.5.4() 3835:1() 8 1'1 2/ 40}/ S (.,l e./ CX) 26 "l 4()/1.~t.. 17 1 t.~ I 2 / 4('17
1 -'10 21.00 2.5.....10 '103B. (,0 8 Iq 27 12L1'J t 00 22 !, "- c8~1.. 4S0(.~B /7 I 1 c::. (1 :.
404 Asph8lt Concrete 159 Ton 101 (. 7
452 6" Plain Portland Cement 260 S.Y. 19,12 9.26 Zli.10 7-4 (;,2. CO / 2. 10 U.. ~ IlO II. 7 .. I (..( ( e" 7 bl~Z IS 101 Z-> (<:jOO
Concrete Pavement
.!>L~(O 300 ~ 2::- 4(0 80D ~(;O 5co 'JOG I
604 Manhole, Type AAOSI00 1 Each (.,25 ~CO 4<.l f(;('l ~OO 500 lOcI. I uOO
I
604 Inlet, type AA-S125 2 Each 2. eo /SCJ ..:,50 7()() '3 ~.() 3(0 (,:,0 13 C(..) <!E:) ') 4lt? (&') 13 "0 L\OO ~o6 BOO I \eOO
604 MAnhole, Adjust to Grade 2 Each (,0 ..]0 70 /80 l(fj I CO Z ~o 4('0 2l~ 100 3Z5 br'" ZOD 100 :!.oo &,">0
..)t
604 Inlet, Adjust to Grade 1 Each (,0 30 '10 10 I L'C' (LO :.- l.(J :;< (.. ~ 220 /20 .3<qO 340 zoo 100 300 :::'00
605 4" Pipe Underdrain 620 L.F. I 7:- .7,5 2 SO 15';<..1 ~ 3 3720 I -;> I. () 2. :, 285~ 2- Z. I 4C'f vL~
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608 Concrete Walk 3420 S.F. 2. :d 75 J 25 /11/5 '-I. 'JO '-'S Z.O G,84{) I. ~ I. (' 2.~ 78((, C I I j /C2bO
609 Straight 18" Concrete Curb 98 L.F. r 80 <1 7..0 /4 DO 1372 q 2 I J 1078 8.("l~ LJ L I 1 0,5 118G' . '1 8 ...~ I IZ II -/0
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609 Combinntion Curb & Gutter 620 L.F. '1. [53 -5' 00 14.83 QI9".60 -5. s (. /.5 1..} l,'() "1.05 7 0 II. ( 5 I;J'l~( 8 ~ I Il 14850
614 Maintaining Traffic Lump Lump 21(J - 21(,0 Z 1(.,0 Z~(0 2500 _~ (JOQ 500C 1:.,1:' ~ -:)) 2:>70 L) 7 (. 8000 4P~1 128~7 I c..C''':' 7
624 Sodding 1900 S.Y. I. ~z. 1 10 c..52 178e I : / ' - 'j I:; ,; c 4 3 c I 7,) 4 I I r 9':" r()
(.....1 ~ .....
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626 Construction Layout Stakes Lump Lump 100 - Iv..} I/)O ':':l C' C ('(I 4u 4(0 1\( I.) \ ( L"J I Z I) I (-.,) I SuO 50(D 2000 {'()OO
802 6" Valve & Appurtenances 1 Each 211 _'t.5(; fue7 (,l7 cCO lSC .q y) ""SO ISC ~'10 .510 54(1 jO .2,QC 2'~() \.j ~ ()
807 Service Box, Adjust to Gradl 9 Each .35 - 35 .3/5 ~ I 10 '90 I L'"' ..3(\ /4t I 2.( r 20 - ~(1 l80
807 Service Box 9 Each S 30 J5 -315 Ie I .. '? -' t. cfj II'" I"u ell 1-f)C 2.0 101 >0 c/O
.. (,...,/
807 Valve Box, Adjust to Grade 1 Each 50 .50 loa /00 5 .? ) 0 ) " 12t &:l) I PC \ Bo (0 I '20 ZD
'-...J '-U - -,
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809 Fire Hydrant, Relocated 2 Each 11(. 7t5 1/15 cJ50 (..00' ''C t.'O BOO /(0.) 7"0 400 1\ l (' ,.,) <(, 4(" ") /001 500 / ~lJO
(,-
90l 15" Pipe, 706.02 Slau IV, ~-- -~....aa.- ...,.1 "'.1\ n"7.A 1"1" ~ /.1 'A -/~ac-- .1- C",.4 ~.J.. J.O. ~ -.e~s.t(,- 50 /5r 65 /8i'O
- Concrete Enc8sed 2"8 - L.F.- , . .\,/
- -
901 18" Pipe, 706.02 Class IV, 225 L. F. 1/.00 /7.00 28.00 C,30() 17 I~ ...." 2.00 7200 11 I ~ . ~IV' '( 7,5" ~~.ol .... ) . I 15 10125
w/Type 1 Bedding ( .... I
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.. 9.3.171.45 q~ , .: 2"'1 . \.~ .J I. I ()1 , 7. c., q. 7 () $ /2"1&:' '0
ENGINEERS ESTIMATE $ 1t5,600 1 ?-7,()u iJ TOTAL ..." ....J . .
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ALTERNATE BID I
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202 Pipe Removed & Disposed of I
..5.25 0 s 25 Z J.: b , 25 Z .(It . /0 =Vv 153 :., 40 (<:. ~1 (L I - I 1. I ~ .5 I I 1 ~ '}:-
(6", 8" & 12") 445 L.F. r
202 Inlet, Removed & Disposed of 2 Each IOD 0 I()O 2eo '}'I l(l 1 (it.) C ,X'; I .' <.. " IlAL ... <..: t I:, } -I 1::0 ... oJ)
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203 EXCAvation Incl_diRK 1300 C.Y. 1:3,:0 0 I"; 50 / ~ 550 1.5 ,'I / ) /( I (.J 6 00 \ Z \ 0 It.. I I :, J JO /.J
/<... I '-"
Embankment Co..truction I - -
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304 Aggrega te Bast 20 C.Y. ~.I) 'i.vO / I. /0 ..:512.00 22 Ig 10 800 f> L 1- ...\ ,., 1/( I I ~. -<
. ...,,; -- , /
.. -. -- - - ---
306 7" Portland Cement 1834 S.Y. Z 70 11.00 1.3 .7l Z~ ,125 <uo c.. IL !. \../ ,.;...., ~?,.. G G L'-, IL IS ..:. '1 . " 2J 1218 Z.
Base Residential I '1. J 10 I)
402 Asphalt Concrete 126 Ton 'h .,0 eO 00 25,../0 3200 4u . ''\ ......, 4 ' C. 7. i 2/.0 2$.Q Ji_1/.~C 17 /(" 27 31(iZ
....
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404 A5phalt Concrete 134 Ton ~} ~O 21 00 25 'Iv J40~ (0 Ir ,..../1 .." '10: l.:.. h ..,), ~.. .. , .:- () J A1 _" 8 1 7 <7 .., ~ I;>"
"- '"
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1.07 Tack COllt 1834 S.Y. I; .10 .25 4Su "".0 , . ("5 /, I\.)3 -4 (.) ./0 .(..e ~,q 6'h .11.. . (.1:' .IL /.,:.; ~
1..1. .. . ....
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452 6" Plain Portlant Cement /q ~ 2- q.28 28.70 74 bl.. 0(; IL I.) 22 .5"'2(' I,. II. /2.0 t.:.../ GI(,Z 15 101 25 6500
Concrete Pavement 260 S.Y.
604 Manhole, Type AA-S100 1 Each .: Z5 .)00 '2~ t,25 Llld "'1.... J Pll) ~.J.I 51..,) <.Jt.( , '1 c 1 .., 500 .!.c<) I vi.X: 1(,,,,,0
. 1rol
604 Inlet" Type AA-S125 2 Each 200 ISO .j5C 700 - ~ 0::' I _ 0 .::,"" -1l) '~~G I .)1.. 100 ~oo I( ~o
.... - -
2 Each 10 30 '1() IcO I ()) I C),) 2 ),) 1CO 2l~ k"O ~ G~ (,50 2(0 I ..:. (l 0 ~60
604 Manhole, Adjust to Grade I 01
604 Inlet, Adjust to Grade 1 Each be 30 tu 'lJ 100 2..-:,0 'f) (\ 22l 1 i.) .:: 4l !~O 2-00 /oq :'OJ J,)''l
4" Pipe Underdrain 620 L.F. /.7.5 .IS 1.50 1550 . I . : J 2-D I . ' /.0 2.~ [B_2. f1 2 2..1 "1 4 9 ( 0
605 .. .....
Concrete Walk 3420 S.F. ]. ~' ,75 J lj ////5 I _ r ('lM'1( I /.,: 1.0 2.~ 18'fo l I I ~ IOlW-:
608 . -
609 Straight 18" Concrete Curb 98 L.F. 1 I' -4 I /., <- "l. /.372 'f L I, I If f 05 L/.00 (Z.~)S IIKO.'\o 8 4 1'2.- II 7 i.t>
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609 Combination Curb & Gutter 620 L.F. 913 .: 500 Icf. f .!. ? 1'/1 0- r ) L~ 0 '1- OS 1 .60 I, 0':, I~ 7tJl. no B L\ \'2... 11 p.p.o
- ; ,
614 Maintaining Traffic Lump Lump {lhO - 21(;0 cltD 2.:. · '2.(" ...A.> . :> ':.. I )G /~7(\ BOO [..)10 2!.. 1 ..J ecco 2~ I J(~O I O~ I ,; . "", 101 I':, ,,(,
624 Sodding 1900 S.Y. 1.12 I I() 2.52 4188 I '_ - 4/_v i[ :... 1. (I L\ )U 0< I 10 .q 1 I 5 If:OO
I <.. .. I
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626 Construction Layout Stakes Lump Lump 100 - /&0 /00 . \. J l Lt l ;) L1 " Ilrr 1(0 : t <> ,(.)) 1.51..,0 500 2CCO 2('aJ
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802 6" Valve & Appurtenances 1 Each 2. 77 ~:o c.Zl t, II ~~ - -.I":'. I .. 't .,() I Xl :"'1~_ 5G\C 5~( ll( _~i_ ~S(_ ..,c""'
- - ~ ~~-
. 807 Service Box, Adjust to Grade 9 Each } /:' 0 _..J .:.~/ 5 ~ \ \0 9c /10 30 140 I '( l,t>() ZP - I '(.0 I ~.j
" ...
9 Each .5 .ju ~ .- ...'l/S It I:' c.5 2t:) II \.. 'lIe r' I .:x:> Z70
807 Service Box ~-.I I \, 1 ~1 I b', ;:; '....
w , ......
- - -- ---- - - I
807 Valve Box, Adjust to Grade 1 Each jr.. ';'0 Ico 100 ~ ) ..... \ ' .... I Z l (;,") I. (I I ~ (., 20 - '1{ , ,
....... l _ - I '-(-
809 Fire Hydrant. Relocated 2 Each 4/n 7~~ 111_ C1 LO C. - '( c J \ (",) III l.\.....) \ I .;u 2 ~2 \) 4CO led ~'YJ I (). "
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901 15" Pipe, 706.02, Class IV '1 24 , '124 - ., \ .., n I. ~o I :.~1 1- ~ ("'L) ~() . cyl g~:".I( :'L" 1- I ...,:;) 18te'
Concrete Encased 28 L.F. '- " --;.. '" ....
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901 18" Pipe, 706.02, Class IV 225 L.F. I' /7 cB L~OO I t 15 ~L z 7LCO \ ~ (() 1,.5(., [1 S(,p <07...( 1.00 ' ^ 1:>1 4:.- /0 I 2S
w/Type 1 Bedding - ....
L-. _._ 1-.-__
ENGINEERS ESTIMATE $ UH~,ooo'/v4,~,~ TOTAL ~ lOL.ae,1.1:., $ 11914(./-l.~O t /21 701. 01 -t /~ 7, q 35
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C oL VM [3 us ASPHALI P"VIN<.., "lNC. S, RA,W:' [ k , l\V"i(, CO. DAt-JEtK.\ 1 \-.1 c. . 1 -" ;: ~ La'
CITY OF DUBLIN <. , '-1'1"" "'-
IMPROVEMENTS FOR MONTEREY DR. 1989 ALL Cot2M'j S \C,,...H-O ALL F' .....~.::. ~,,,",N~U Al L f )1( /'II': SIC, ,..Jt- C ^LL FORM,S ~1c.,Nro
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BID OPENING: MAY 26,1989 I
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TOTAL TOTAL TOTAL I TOTAL
.ITEM DESCRI P'TION QTY. tJNIT LABOR MAT'L TOT A L LABOR MAT'L TOTAL LABOR MArL TOT A L LA BOR MAT'L TOTAL
~ICE PRICE PRICE I PRICE
I
BASE BID 1
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202 Pipe Removed & Disposed of 445 L.F. S 25 0 S.25 233(" 25 c. (10 . 10 ..J 00 . 133~.(! "10 .ll. ~ 2.'- I P 71.9 0 ~I 1/ 4e,s
(6". 8" " 12") .
100 100 cVO ero 10 laD cOO I(.,l It.l 150 I /50
202 Inlet Removed " Disposed of 2 Each 0 ::/~ - I .3,00
203 Excavation lncludina 1450 C.Y. /15 15 ~ - ~I
1.).;0 0 1J.50 U .70 13 7,) I 't 8(.5, (,) /I (., () II G /( [I 10 12- I 14 DO
Embankment Construction
301 Bituminous Aggregate 306 Ton '100 to.ao 24.00 7J1~ 00 7. .50 /8.00 c550 7bO:- S,) 21 2(,. l cell. 2 17 /0 I 27 f'tly.2
Base Course I
304 Aggregate Base 326 C.Y. 8./0 1.00 /1 If) 55 71. 60 C,.D 12.0 /6 .5~(,d "1.58 ," 0 '(.0.5b ~ 1 (.'1 U(j IS bl 21 0B40
402 Asphalt Concrete 151 Ton -.5 10 i'O, co e..5.II() 3835:1Q 8 1'1 21 4Dll Stl l. / CXJ 26. b l 4 JIlt. (,l.. I 7 /01 27 4'77
1...qo 2100 Z6 . ~1O 1038. (,0 8 1'1 27 1l9!J t.OO 2l ~( 28. sl 4S0l.CC8 1 7 I 27 42'13
404 Asphalt Concrete 159 Ton /01
I
452 6" Plain Portland Cement 260 S.Y. 19.12 CJ,26 Z~.IO 74~2. aJ U. 10 'u. 51LO 11,7 .., /C..co e." 7 t:.1(,..'( IS 101 2':.. (.':. 00
Concrete Pavement I
604 Manhole, Type AAOSIOO 1 Each 3[.:" ({) 300 ~25 ~2S ~co 4(0 800 ~OO 5DO 4((' 9.(1 CJoO .)OC 500 I 0(1 C Il)()O
604 Inlet, type AA-S125 2 Each 2.00 /50 ::-S{J 7()() :s S{"\ 3CC ,,~ /3CO .? tv ) 4cO '80 13 roo 400 109 BOO Iy.,GO
604 Manhole, Adjust to Grade 2 E4ch (,rJ -30 <to 180 ICO I co teo 4CO el5 It'D 325 b5{' 200 100 200 Cot'>O
CO 90 90 ~- .0 22(' , '2.0 340 3tfO
604 Inlet, Adjust to Grade 1 Each 30 )c :,() '..;[v 200 100 300 ::'00
- - - -
4" Pipe Underdrain I 7; .7,5 2.50 15~O ) 3 ~7'2.0 I . ::, I. () 2.~ 28~? C 2- 4 4 C'J v {"
605 620 L.F. ........, - "-
608 Concrete Walk 3420 S.F. 2. ~) 7:- J.25 /11/5 I. ":)0 dS ?.O "8~{I I.~ 1.0 2.~ 78(' '(. I I j I02bC
609 Straight 18" Concrete Curb 98 L.F. '180 '1 7..0 /4 DO 1372 q 2 I J I c78 8 O~ L]. l..- I 1 0,5 lieu. 1 8' "'\: /'(. II f(c
609 Combination Curb & Gutter 620 L.F. 9.tjJ 5.00 14,83 9191,to ..5. S C 7.:; L]..; C() 4.05 7 0 II l ~ I~I 7...( 8 "11 12.. /4850
I
61 I, Maintaining Traffic Lump Lump el(v - 2 ItrJ) ZI,O 2~CO 2~ :(00 5001' I ~) 1 [,J f' (.11 2370 Z.? 7(' 8 l.)Q 0 ~Stl 1 Z5S7 1z..a~7
624 Sodding 1900 S.Y. I. LIE. I 10 2..52. 178€> /.: I 2:.~ 'J ) j 0 r J ( 4.3 ~ I h'l ~ 1 c 9~c:Q
l ... '-
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626 Construction Layout Stakes Lump Lump 100 /()(~ /tJo 2d~ (((I 1U 4(0 III [) \(U I l. "t ) J( (l 15uO 500 2000 1000
802 6" Valve & Appurtenances 1 Each 211 .:3 t; ~ e,Z7 (,l.7 2co LSC ~j: t:t:O ISO ~'1D 510 540 jO .;oq> ~~() ~:;Q
v(;
807 Service Box, Adjust to GradE 9 Each .35 - '35 J/5 q I 10 90 I Ie' .3() ILf( III t 20 -I 2(' (60
807 Service Box 9 Each 5 30 35 JI5 Ie I 2: l. cfj It ~ 1..0 ~IC 1/,,'cIC 2.0 I~ ~o 270
-
807 Valve Box, Adjust to Grade 1 Esch 50 .50 /00 100 S ") ,-~L .r ILC f.o..) 180 \ eo Zo -I 'ZO ZD
"'-' -
- ..---- - --_. --
809 Fire Hydrant, Reloc4ted 2 Each q 1 ( 7'5 I I 15 c?J50 vrf.) l~O 800 / L 0,:) 7 loLl 4 ll(1 II \cO ('32..( "1JO 100 500 I ()OO
901 .15" Pipe. 106.02 Clagg IV, 9.00 e4~OO .33 00 rZ'"1. 0(5 50 -. --,,-.. c.o I b Bcf - - 1,54 ('3 )0. ~~ - Fin-' 7... SO /1 ~6S 18Z0
Concrete Encased 28 L.F. v..}, I
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901 18" Pipe, 706.02 Class IV, 225 L.F. 1/. Or.) /7. CJO e8.0o C,30() 17 I~ 2' 2- 00 720() 11 1~.~0 (7.5~ (1e.O/ ~...) ':"'1 45 /0 12.5
w/Type 1 Bedding
~ 9.3.171. 45 q~ . :'2"'\ '\.)(] $. I ()1 I 2 C, q. 7 () '.$ 12~,45J. ...)
ENGINEERS ESTIMATE $ 1t5;eoo 1?-7/OllfJ TOTAL
I , . :
ALTERNATE BID I
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202 Pipe Removed & Disposed of .5.25 ..5 Z5 C. j 3( ,25 2. '-iC ':cu 1 'l \.... 1 1. J I -I" 1::-
(6", 8" & 12") 445 L.F. 0 . /0 1.33 ~ . (C i\ ~ L " 51 J/
r
202 Inlet, Removed" Disposed of 2 Each JOD 0 I{!JO 200 'J(I I() ICo CL)' I.. ( L I t..,L :.-' (. ~i I~ ) - / 5("' ..::' ......\)
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203 Excavation Inclwains 1300 C.Y. /j. :'0 0 I:! 50 / ~ 55u 1.5 ,-' I J 1(1 /( L () b 00 I Z \ 0 I ( I 1:",/jO /) c.1 Ie... 1- . I'
Embankment Ca~truction I c
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304 Aggregate 84se 20 C.Y. 8./ ) '1.00 1/.1.) 012.00 ZZ 18 <:\0 'JOO B 2- I... a\ , . ~/( i~ I ... ' ~; l_)
'-. \.0 ./ 6of,
- -- - - - I
306 7" Portland Cement 1834 S.Y. Z 10 11.00 IJ .70 c~/IZ5 'j(, c I I Z:, .:;(../ (,""0 ~ C:.J I L IS I Y . ~ .:..4 - <'I.. 10 131 Z) "7 2. 18 C-
Base Residential L ....
402 Asphalt Concrete 126 Ton J') 40 eO.DO 25,"10 3200.-90 I' I ' \ ,-( 4\..;(. 7, , 21.0 28,,, :]6i/.LlO 17 /el 2/ 31(lC
.... I
\ hi
404 Asphalt Concreto 134 Ton <} ~O 21,00 25.-'10 ..)4()2 (0 r: 1 '11 -15~,i..~ n ..of. .... l .' <:: 3l' ) ~ ,~. 8 1 7 <;'7 -;~/M
...J ...
1834 S.Y. Ir ./0 .25 4Stj. ~(' -- --: 05 I...) I R 3 -4...1 . It 6 ~J( . '12 . ()~ ' r ./1..- l~'j -IC
407 Tack Coat .... - .... .c:..8 ';'8 ' ( !"'"'
452 6" Plain Portlant Cement Iq ~ Z. q. 2. 5 28.70 74 '-2.00 Ii.. IJ 2c. .5 7 2(' /1,1(.. 12.0 t. :..- . I G / (, 2. 15 /01 25 6.500
Concrete Pavement 260 S.Y. I
I
604 Manhole, Type AA-SIOO 1 Each ::25 .)00 &25 ~2~ 4()() ~ {J PL'() t~}, ...5l '0 '-l l J '1 r 11.. ., SOO 3CIL /DOC I 0(;0
. I
604 Inlet, Type AA-S125 2 E4ch 200 ISu .] 5() 70t) r 1 . ,. ) I... v L"'" I ~l.) (..,9( /3(, 4ce 101> SO() If... :' (;
... - 1..-
604 Manhole, Adjust to Grade 2 Each 10 30 q() 180 100 I..... 2 ()(,) 1CO 22~ Ino . c:" (':"0 200 / a "':"00 (,00
I
604 Inlet, Adjust to Grade 1 Each 6C 3D }O Iv 100 2.C-O "( r") c\ 2/, Ie ':'4') :.,,~O ?OO 10fj) -) '" :,,).,
~ J()-
[B_2.(') I
60S 4" Pipe Underdrain 620 L.F. I. 7.5 ,75 [50 15S0 , I , ~ 1 2.0 I ~ 1.(1 2 ~ z 2.1 ~ 4 9~" 0
~ "-' . -'
608 Concrete Walk 3420 S .F. t? . ) .75 Jt.5 11//.5 I :... ( \ '-,8"1il / 7 I 0 2,::- 78(.b Z- IT 3 IOU..,('
. ... .V I
Straight 18" Concrete Curb 98 L. F. ott1LJ /372 1 1\ I 8 Gj .!I .0() 12.0S II~o.qo I IZ. II 7 (,
609 "]. II. J /4 c> L /...... 8 41
-
609 Combination Curb & Gutter 620 L.F. "1.8.; 500 11.,'B ?/~ Go - I . 1.:. '.) 1.05 7.60 '1 05 1..3,7/ll.00 B ~ I 1'2.. ,~eoo
... .
614 Maintaining Traffic Lump Lump 21kO - clbO clbD 2:... ~ "\ ')c .:./:'" . ;) S 10 /570 800 l~ 10 2j/u f'<<f'> 2~ 113.(,0 1011;.(l I041~ "0
-
- 624 1900 S.Y. /.12 I.ID 2 5c 4185 I ~ - -41~1. L .:. 1.. 0 Ll ~u CH 7 0 4 I I 5 ~:OO
Sodding I l. ,-
626 Construction Layout Stakes Lump Lump /60 100 I~O _. r _ ~\0 ~.- II (~\ lea 11.,0 ' t...D I~co .,5 ( 0 2t:Qj 2 ("<X>
- 'l~ (l
-
802 6" Valve & Appurtenances 1 Each 277 J~o C.ZI (, cl r . ~t 'OJ) IX'\ :. '-\ (' ~-qo S~( .5( ..:x. -.!SC .::.~('
. ! ...J...
~-- -. - --
807 Service Box, Adjust to Grade 9 Each ) ~ 0 ,- .....~/5 ~ - \ 10 '1C' /10 50 141 leva zo -I W I b ..)
...;.) ... ..J
801 Service Box 9 Each .5 ...;u ., , ";15 \ (\ \ - (::.- 2L5 lie I ~ (1 "llo _ J t-c,.e ~..) \ :J 20 270
......J
"-
-- --- --- -- - - ---- - I
807 Valve Box, Adjust to Grade 1 Each -50 I) IOC1 /(JO r-: ...:. \ I r) I'lu (,;) I 0) ~\ I nO 20 -I ? ,
- - l..-v ~ L , ~ ,.
'2 _ I
809 Fire Hydrant, Relocated 2 Each .,/0 7"~ 111- Z' cO II .(' r ) II.: tJ l L C. L\ [I..) II ",L' 2 ~"lv "'f 0) IC{l 5rv 1 ~;i
'"' .)
I
901 15" Pipe, 706.02, Class IV I
'l 21 ) CfZ4 ~\.' \ () C(\ II. tiO ., . : <-I 2:-'(0 2O.Cyl 855 It :-,{' I -I ...?.J Ie t"1
Concrete Encased 28 L.F. ~\.
- I
901 18" Pipe, 106.02, Clan IV 225 L.F. I I 17 cB '- ~oO \1 15 i 11.CO \'\ co 13 5(.. 17. S~ ~to1.00 :' 1sT -4:; /0/25
w/Type 1 Beddin! _L
I
ENGINEERS ESTIMATE $ .162, OQO~' fl-Jt4, ,.IJ TOTAL J. JQl.BB~.I~ . $ 119 I 4 ~9 . ~() t /21 7 0 I . 01 I .t /1 7, q 35
, ,
. l