30-91 Ordinance
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> RECORD OF ORDINANCES
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Dayton Legal Blank Co. ._-----_._---~
Form No. 30043
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Ordinance NO.n 30-91 Passed. ,_ u19n i
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AN ORDINANCE TO ACCEPT THE LOWEST/
BEST BID FOR THE 1991 STREET
IMPROVEMENT PROGRAM FOR THE CITY
.. OF DUBLIN, AND DECLARING AN
EMERGENCY
WHEREAS, after advertising, receiving and opening bids on
April 29, 1991, for the 1991 Street Improvement Program; and,
WHEREAS, Council has determined that the lowest and best bid
I for said project is from Shelly and Sands, Inc. in the amount
,of $385,350.23.
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Ii NOW, THEREFORE, BE IT ORDAINED by the Council of the City of
II Dublin,. State of Ohio, ~ of the elected members
, concurr lng:
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II Section 1. That the bid from Shelly and Sands, Inc. in the
II amount of $385,350.23 be, and hereby is, accepted.
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II Section 2. That the City Manager and Finance Director be, and
I, hereby are, authorized and directed to execute a contract with
II Shelly and Sands, Inc. for completion of said project pursuant
, to the bid specifications and documents on file in the office
II of the City Engineer.
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'! Section 3. That the expenditures are authorized to be paid
r out of the CAPITAL IMPROVEMENT TAX FUND, account 40-03-14-
,J 2550.
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I[ Section 4. That this Ordinance be, and the same hereby is,
Ii declared to be an emergency measure for the preservation of
i the public peace, health or welfare of the residents of this
II City, and therefore this Ordinance shall take effect and be in
II force immediately upon its passage.
II
II .zA
II Passed this t. - day of 'lrar , 1991.
II .
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il Attest:
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I~~(~ ~~ ~#~
I erk of oun il
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1 hereby certify that copies of this Ordinance~sol,rti9fl were posted in the '"
City of Dublin in accordance w:th SectIon 731.25 of the Ohio Revised Code.
-tfL0,A'/AJ >?;, ~L~/~
Clerk of Council, Dublin, Ohio
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MEMORANDUM
TO: City Council Members
FROM: Timothy C. Hansley, City Manager
SUBJECT: 1991 Street Overlay Program
DATE: May 2, 1991
Report From City Engineer
Six bids for the 1991 Street Overlay Program were received and opened on
Monday April 29th. All bids were under the estimate of $500,000. The low
bidder was Shelly and Sands.
It is recommended the City Manager be authorized to enter into a contract
with Shelly and Sands for the 1991 Street Overlay Program.
Division of Engineering - Page 1/1
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I 9 9 I STR E ET RESUR FAC I NG and I MPROVEMENTS
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Sheet I of 2
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BID TABULATION
CITY OF DUBLIN, OHIO SHELL Y A~t) SA~bS, \ ~c._ ~OR\H\NOO\) S\Ol'-\E ~ A.S P~I\Ll, \ t'\c. M\lLER. PAVEME\\\ T STRt\wSER P,t\\J\NG co. COLU M~\JS I\SP\-\f\LT ?A\J\~6, \NC
Bid Opening: Apri I 29,1991 COLU N\ \3U S I 0\4\0 OS TRf\~btR ,61-\\0 \-\\lL\A.R\)j DHIO COlU M\3US, OH\O COLUN\\3US,OH\O
Eng ineer's Est i mate: $ 500,OOO.Q9.
ITEM DESCRIPTION 'QTY UNIT LABOR MAT'L TOTAL TOTA L LABOR MAT'L TOTAL TOTAL MAT'L TOTAL MAT'L TOTAL MAT'L TOTAL
PRICE PRICE LABOR TOTAL PRICE LABOR TOTAL PRICE LABOR TOTAL PRICE
. ' I~~ 33,348 ~
403 * Asphalt Concrete 0~ I 80.9- 2 41l!! "30,43'2.~ 5~ ''7~ 24!2 "3C>,~2z.. ~ lO~ 2..9 ~ '37,089 <:!2 . 830 IBQE 2. (01.2- 7~ I " 1E. Z0~ '33.8S5~
Intermediate Course 1268 Ton
404 Asphalt Concrete fo~ 180.2- '2.4~ \90 344 ~ 5~ , "IS' 24-~ 19/,533 ~5 8~ ''7~ 2.772- 'Z '2.0 oes 25" 8 "30 1 8:!5!. 2. C" ~ 208 58~~ l~ '''~ 2.Co~ '2...11,75773
Surface Course 7931 Ton , , I
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049 04R OQ8 13 ,,)i7?i. 15 050 O~ "7-7D ~ ()4l> o~ I~ /4, 2.b3 ~ 050 O~ I~ 14, 203 ~ O~ osS 070 GJ/7 84~
407 Tack Coat, Bituminious 14263 Gal. I 0- ,
408 Bituminous Prime Coat 1292 Gal. . O~ 09S' 1!2 1,41.1 ~ OSS o?E I 2.S' 1,0/5~ 050 I~ I~ 1938<12 2~ I~ "?~ 3Js 7h~ o~ ) oS' Iff.i '2,3'70 'Zo
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409 Seal Coat Bituminous 1035 Gal. O~ O~ O~ ',014 19 OSS 08llo 17$ 1,397 25" 2~ J~ 3~ 3, I 0$ <ll! 2~ I~ 3~ 3105~ \~ asS' I~ 1,707"Y.
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409 Seal Coat Cover, 27 C.Y. 25~ S~ "30~ e/o~ 53eg JO~ 03~ 1,761 ~ 70~ 30~ 10O~ 2/700~ ~O~ 30~ ~ l,toZO~ 64-00 10~ 74-'10 2 022. ~
Aggregate No.8 ,
U3 Crack Sealing, Bot 27 5"OO~ 2.0 OO()~ 4-",,500~ 471 500 OJ! I~SOO Qg 3q 000 o.!:! + 7, 5oo~ 47/~OOq;' 2.,500~ 1,500~ S:ooo<L9 5.ooo~ 3&OOO~ 10 jJOOo.!! ~~ 4-8, DOo~ 30,4O<:f-v 34,4/7 ~ ~~ 817 ~ h4-,8 1 7 ~
Applied, Type 1 L.S. L.S. 'I I ,
604 Manholes Adjusted to Grade 2 Each IIO~ 4~ 150~ '300<<29 SO'!E 75<29 J25~ 2.52 ~ 5~ 50~ IOO~ ZOO~ 2()2O 80~ I (JO ~ ZO~ IO<!2 4<J~ 50~ IQO~
614 Work Zone Marking Signs L.S. L.S. JOO~ 4-O0~ SOO~ 5(Ja~ 6>OO~ 4-0~ I, 000 ~ 1,000 ~ J,OOO~ ',OOO~ 2,O()O~CI 2,000 <L9 900~ IOO~ I.{)()(j ~" I OOOqfl 1,3000.9 7DO~ 2,0 (1 0 ~ 2,000 ~
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614 Temporary Center Lines, SO~ 200~ Z50~ 310~ qsr?5! 50~ J45~ I lq €l2 3DO~ 2.00~ $OO~ 6:>ZO~.u 700 00 IOO~ B{)~ cJC),2@ 400~ 440~ 84() 0..2 1,0+1 ~
Class II 1.24 Mile
ZOD~ 757 SO 150<!9 I,~~:,~ , 2,2 7.... 7 t5.
614 Temporary Edge Lines, 3.03 50~ Z50~ 3 I if..3 4'()~ hDO~ 4Do~ I,OOO~ 3 D:. oC!.!! 700t!!!. 100 'f9. 8~ 2.42.4 ~ I '3al!9 4-3SQG 735~
Class I Mile "
614 Maintaining Traffic L.S. L.S. \! 000 ~ 1,00000 /2, OOO"~ 12,OOO~ II , ()()()~ 3 8~"j ~ 14, Bh'7 !2. 14-, 8YI ~q 2S',ooO.~ -0- 25,ODOo..,9 2.5 000 ~ 3/)()OQ3 ~ ()(/!J! ~ '706~ 3 900<& 1700Q~ ,- -~'. 18, zoo~ 18 '200~
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0'$ o~ 35'2. (OS" <Y37 , I 8' fl !Z. o~ 14-ID~ c>5~~O~ ()~ \10 - "3, ..,.,G. ~
617 * Shoulder Prepaio.- 2351 () 0- ~ ~ ~ 0- 1,4160" 112
S.Y. - , -.-t,
..-: ~ . t-
617 * Compacted Aggregate, -, , -~f ,,'- 37~ ~, 14'20.2 ,-:' QS;.... -~ I 05"
166 ." 0"- ~~.-t '24-~ s: t.v .......r., : ,-'" - -Z"IU' 4J 3 I~~ 17 ~ ('..~O~ J4~ 5', / 5" 4 ~
Type .'A" e.I'. "I U __ <I' ~"~:'
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3.14 3b9~ JOO~ 'l(p") "8 IA74~ Z%C29 200~ '" I,431ttl 0 '2. 50 0.2 500~ I,S70~ "3 (j(Joo... ~O~ 5o~ /, 570~ 200~ 2. 72~r:T 1- 72. ~ 1,483 ~S"
621 Edge Lines Mile J -
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"---" 5200" ~.... ....ZZD 0" 1,2 (..+ ~ "'30Z~ '300~ ~O '2.0;:. I,ZZ8~ Z50~ 4oo~ fo50o..f! I, 32.~~ 35 ()o.J! ' 2.5{ft!' 60# 500 CB 550~ 2., 14 2. ~
621 Center Lines 2.04 Mile I 0 O~ -- ,,"2.Z~ I, 0 5' O~
621 stop Lines 693 L.F. O~ oU: Ill. 1.'~8a1. O~ 080 I~ 1/G:>4~ 1Q2 IQ.!! '2~ J 13 8' ~ "'2..0 O~ I~ I, I 78 LS!. I~ l'S 2.~5" I, B3" +5
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621 Crosswalk Lines 800 L.F. oZ! O~ 1'Z.8 l,024~ O~ O~ I~ ~~2~ J03 O~ I~ 1,2 OD g.CI O~ O~ 1~ II 0 4()~ O~ 05'5 IQl 840~
621 Crosswalk Lines with 60 L.F. 'l~ ,1.S' 3~ Z35~ 2~ /~ '3~ 2?GJ ~ 2~ 2q;' 4-29 240~ 2.. c:i " /40 4-.00 240~ l~ ,~ Z~ 12.~~
Longitudinal Lines
621 "STOP" 1 Each "8~ 30Q2 1'2.8 '7S 1'Z87,j" 5o~ 75~ J25~ 125'~ 75~ 7S~ 15()~ 19J'?Y DJO'E f{jo.g. ''"3D~ 1'30~ 30 o~ '2.'2. 50 5'2. ~ 52~
621 Removal of Pavement SS L.F. I~ -0- ,~ 5 b '-S" Z~ -0- 2.~ /JO~ I d..!d -0- Iq}! 55~ O~ O~ I <.!5!.. 55~ 090 o!f 105 57~
Markings
622 Topsoil Furnished and Z.5~ 10~ "35~ II 7(PO <!5!. 5~ I hq,;- 2/~ 7; ()5b~ ZO~ I (j!!1 '30~ 10 o80~ 25"~ IOqy '35~ IJ,7bD~ 2.3~ l'l~ '"35~ 1 f I 7 t,O~
Placed 336 C.Y. , ,
624 Sodding 6819 S.Y. J~ 07S \~ I ',"33 ~ O~ /~ '"l!9 /5, t:.8 3 ?i!. I~ I~ 'l~ '7 729-1:!l 2~ 100 '3~ 204 5 7~ I~ I@ '3~ WI 4-$'"7 ~
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IOQ2 jO~ 4-5~ 7~ 1-0- 75" I 337~ 8~ 8~ 3"d~ 15~ I()(J 1 fa f!9.- 7'20llQ 21~ 2..1~ 9h3~
630 Pavement Planing 4S S. Y. -0- -0- -0-
63S Partial Depth Pavement 2\~ ~~ 27~ "3 ~ 88) ~ /8Z1 10"-E 2.815 4-0, '3 ~(p 25" 2.'2~ 10 "J! 3'2.~ 44,8C:;b~ 2/~ 10~ 31 <?2 I 43,4CJ3O,.g Z'2~ 515 Z77'5 3B,933~
Replacement (4"-6") 1403 S.Y.
609 Combination Concrete 7~ 5~ IZ~ /3,2"2. 28 7~ 7~ 14-~ IS;O 'Z:z. ~ 7<23 8~ / )'!!:! I', ()t:j~-E I~~ ~ 14~ / '5 0 1. "L 0S1 18~ "3~ 2../ !5 '2. '2. to., 3 '!2
Curb and Gutter 1073 L.F. I /
626 Construction Layout Stakes L.S. L.S. 75'0<E. -0- 7'5()~ 150 0..2 4-00 #,2 /OO~ 500'!.2 500~ 1,8tx.fY 2.00~ 2, 000 ~ 2 (Juo~ 700~ I(JO~ 8Q)~ 8oo~ 750~ Z50~ J.OoO~ I aDO ~
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628 Arterial Permanent 3$0 zQg 5~ '7.G:.~ 3~ 15~ 45~ 1,0 '3SE;' Z2~ 18~ 4<J~ 92.of}f; / h '!!! 4~ '2.0~ 4-, 0 ~ 25~ ~~ '2.8~ ,~~
Pavement Replacement,
Type IC 23 L.F.
202 Curb Removed and 5qg -Gl- 5tJ2 IOO~ ~ -C/- 5'3!!- I dOIlE' 20~ -0- ZO~ 4tJO!E ~~ /()() 7~ 14<)~ I '4-~ -0- 14-~ '2.'70 o~
. Disposed of 20 L.F.
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lOTAL 1> 385,350 ll- $ ~Cj 2, 757 82- $ 41 CJI '''+ ~ $ 4-'2,1 155 19 I $ 4102, 5:S" g:
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Addendum No. \ sig ned YES '1ES
Remarks: ALL BID FORMS coV.?LE TE ALL \3 \1) ~()R,,^ S COtJ\PLEiE ALL "6\0 ~ORMS COlJ\?LE"'fE IALL ~\t> ~oR\J\S COW\?'LE \ E
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I 9 9 I STR E ET RESUR FAC I NG and I MPROVEMENJTS
Sheet 2 of 2
BID TABULATION
. CITY OF DUBLIN, OHIO tJEC KE R co~s \ RUe.. \" \O~ co.
Bid Opening: Apri I 29,1991 COlUM'\3US,O\4\O ~ 0 () .., \-\ E. ~ 6\ D S R EC E \ \J E , t)
Eng ineer's Esti mate: $ 500,000.Q2 .
ITEM DESCRIPTION 'QTY UNIT LABOR MAT'L TOTAL TOTA l LABOR MAT'L TOTAL TOTAL LABOR MA T'l TOTAL TOTAL LABOR MAT'L TOTAL TPTAL LABOR MAT'L TOTAL TOTAL
PRICE PRICE PRICE PRICE PRICE
403 * Asphalt Concrete 20<22 ZO~ 400,2 so -1'200.2-
Intermediate Course 1268 Ton ,
404 Asphalt Concrete \\~ 20~ "'31~ 24-5, 8bJ ~
Surface Course 7931 Ton
407 Tack COat, Bituminious, 14263 Gal. CaS" ()fDS IE 1,1 "'394 ~
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408 Bituminous Prime COat 1292 Gal. . 3~ 1<22 4~ 5'. /ra8~
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409 Seal Coat Bituminous 1035 Gal. 54tJ O~ c.~ ~, 7...1 0 ~
409 Seal Coat Cover, 27 C.Y. 5Se 15~ 70~ J/8'70~
Aggregate No. 8
U3 Crack Sealing, Bot +tOOO~ U,DOO~ (p8 000 ~ G8, 000 ~c.I
Applied, Type 1 L.S. L. S. ,
604 Manholes Adjusted to Grade 2 Each 1\000 4()0.3 150".3 30o~
614 Work Zone Marking Signs L.S. L.S. ( ,OOOo.E.. l,bOO~ 'l,bOO ~ 2~OO~
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614 Temporary Center Lines, 7AO~ 7 (J 0.3 3'D~ '3t'A-f9
Class II 1.24 Mile
614 Temporary Edge Lines, 3.03 35D~ 15D~ 5(jO~ 1,51S~
Class I Mile
1'3,SOO~ (3 500~ 13,50<1~ ,.,
614 Maintaining Traffic L.S. L. S. -0-
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- 5,877 ~ - I -
235\ 2.~ -D- ..,~ ./
617 * Shoulder Preparat' - S.Y. ~-
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617 * Compacted Aggregate,. - 2~ I 'i~ 37 gE. ~,J+2.~ .'.--- ~ - .,-" " ,~_... . - - -
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Type MAM 166 . C.Y.
300~ 2.00 ~ 500~ 1,5760-9 I J
621 Edge Lines 3.14 Mile .... ,
1,"34f.o ~ ,--j - I
621 Center Lines 2.04 Mile 4M~ 200~ _...-hO ~ I
I~ I O~ /~ 1,3 Ita ?!! I
621 stop Lines 693 I..F.
621 Crosswalk Lines 800 L.F. I~ 049 11E "I!O~
621 Crosswalk Lines with 60 L.F. '3~ O~ 4-~ '2.52~ I
Longitudinal Lines
621 "STOP" 1 Each IOOl!.9 40~ I~ 140~
621 Removal of Pavement 55 L.F. I~ -,,- I~ foo~ I
Markings I
622 Topsoil Furnished and 13~ 00.2 Iq~ o 3 84-~ . I
Placed 336 C.Y. ,
624 Sodding 6819 S.Y. 3~ O~ 1~ '2.~ sUr ~
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630 Pavement Planing 45 S.Y. I 00.2- -o- f 0 o.Jt 450~ I
635 Partial Depth Pavement 2099 8~ '28~ '39, 284-~
Replacement (4"-6") 1403 S.Y.
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609 COmbination Concrete ,'Z-~ ~ 18'!E \'7, '3J4~
Curb and Gutter 1073 L.F.
,,200~ , /, 2CXJ~ '1200~ I
626 Construction Layout stakes L.S. L.S. -0-
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628 Arterial Permanent ?. 1.. 9!:! Z~ 4~ 9f06 ~ I
Pavement Replacement,
Type IC 23 L.F. ,
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202 Curb Removed and 8~ -0- 8~ I td) flY
Disposed of 20 L.F.
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TOTAL $ 52.0, <79 2 ~ I
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Addendum No. I sig ned
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Remarks: ALL 611) ~oRM ") COMPLE1E I
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STREET LIGHTING for PAUL G. BLAZER MEMORIAL PARKWAY
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and DUBLI N VILLAGE CENTER, 1991 Sheet 20f 2
BID TABULATION
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CITY OF DUBLIN, OHIO I
THE R.\GHl"E.R CO. \NC. A. bY A'N\ P\GE ELEc..\"R\c... \ ~c.... I
Bid Opening: April 19, 1991 NO 0\\-\' ~ R 'C:>\tJS REC E \ \}Eb
COLUN\~\j S I 0\-\ \0 COUJ,,^'6\) ~ I 0\-\ \0 I
E ng ine er's Estimate: $ 450,00000 I
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ITEM OESCRI PT 10 N OTY UNIT LABOR MAT'L TOTAL TOT A L lABOR MAT'L TOTAL TOTA L l-ABOR MATIL TO TAL TOTAL LABOR MAT'L TOTAL rOTA L LABOR MAT'L TOTAL TOTAL
PR ICE PRICE PR ICE PRICE PR ICE
200~ 1,2.00~ I 400 <?E. \4~\OOO ~ 155~ IIIO~ I '2.Co5~ f 2~ 500 O.,E I
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62!i.05A Light Pole - Type B 100 Each
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. 90~ 2.000 IIO~ ,\ OOOo~ 40~ 30~ 70~ 7, 000 o.!}
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625.05B Anchor Bolt Set 100 Each
625.06A Light Pole 100 Each 34b~ IOO~ 44b~ 44 taoo ~ '3% ~S 1102~ 5D8~ 50) 8"3.5 qsJ
Foundations Type B ,
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625.06B control Enclosure 5 Each 120~ 800Q..Q 2,D()~ 10,00000 537~ 25700 79Z~ 3,'7bO~
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Foundation - Type I
Luminaires - 92 Each JOOQ2 SOOt!!! ~Oo~ 5~ 200~ 4D~ 3'7 4~ 4- 34 ~ \ 39.928~
625.07A I
Type B II
625.07B Luminaires - 8 Each JOD2E 5000.2 b()O~ 4 8cx:ftE' 40~ 3943);) +34~ 347 2.~
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Type B III
7D~ ~o 11000 rl. Ooo~ 0095' Z2~ 8"Z~ 8, 206E...o
625.10A Ground Rod - Pole 100 Each
625.10B Ground Rod - "&D5 Each 7{)9E 400" I t()!2 55~ 80~ 2Z~ ) 0'2. ~ 5JD92
Control Enclosure
~ " '2.~ 0$0 2~ fD4-D~ 4~ J!3. C:>~ 53, 308 ~
625.12 Trench-Type ,~. ~ 8,880' Linear ?:. 00
Feet
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10,120' Linear C~ O'S 04$ 4554 <!:! oZ}. 043 1!3z II 7 3'7 2.0 I
625.13A Conduit - PVC 2" I
Feet I , 1
625.13B Conduit - PVC 3/4" 50' Linear 2~ 2.E !S~ 25D~ Oe.2. O~ J~ 50~ I
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Feet I
625.132 Conduit Sleeve - 1,773' Linear JO~ I$~ ZS~ 44 "32.S~ 2 t, Q.9 12~ 38~ I 67 374-~ I
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Type B Feet I , .
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62'" .-..- Wire #4 AWG, Type XHHW, 720' Li 01E. 1-'.1 - 82.8 ab ~ ~ - -
(j~ 0'10 070 5()4 ~ L -
600 Volt Secondary Feeder Fe_ ~ --
..... -
Cable -- -- -- -- -- - - r
", . '- -- .. - I
625.14B Wire #4 AWG, Type XHHW 44,010' Linear 0,0 O~ - -
040 O~ 30 8D7~ ~ O~ . 30, :,b~~ . r
600 Volt Distribution Fep'" P'" -
, --
Cable --
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625.14C Wire #8 AWG, Type XHHW, 14,670' Linear O~ O~ 0$0 733500 0:;; O~ 057 83bl~ I
600 Volt Distribution Feet I
Cable I
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625.14D Wire #10 AWG, Type XHHW, 12,000' Linear O~ O'~ 040 4; 800~ O~ O~ C> 4-7 5, c040 00 I
600 Volt Pole and Bracket Feet I
Cable
625.14E Wire #10 AWG, Type XHHW, 1,000' Linear 030 O~ 6~ 4-DO~ 048 C 20 ObS b80~ I
600 Volt Control Cable Feet
625.17A Connector Kit, 200 Each 02.0 O~ 04S CJD~ 'Z.O~ \9~ 39~ ~800~
Fused Type I I I
625.17B Connector Kit, 100 Each (j 1.0 O~ D~ 4-500 20~ 15~ ~ 3,.5 00 ~ I
Unfused Type III I
'1011~ 400Q2 1,300~ b 500 ~ J,13'2.~ I,D30 ~ 2,/fo2 qE JO 810~ I I
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625.18A Power Service 5 Each
800~ 4; 1..00 gg ~600 ~ 2.5 000 '!.!! 7CJ3 ?2 Z.414-o0 3,2fo7~ J to, 335~ I
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625.18B Control Enclosure 5 Each
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96 <!:! W29 II rflo 55o<!9 8 DO!! 37~ 117~ 585~
625.18C _lh?tocontrol 5 Each I
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, 2.000 ~ . I
Lump 2j)()O ~ -0- 2000Q,Q 2J80~ -0- 2)18022 2"80~ I
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625.22 Electrical Tests Lot Sum - , I
25 cz.g 50~ 7 5lf.2 3".750~ 30C!2 3J~ 0/~ :, 050~ I
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625.32 Landscape Trees 50 Each
Lump 5,Doo <!? 1,03003 4-:030Q2. 4,03000 n7O{)l!.9 -0- 11,700~ \',700~ I
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(614 ) Maintaining Traffic Lot Sum
Lump 7 OOO~ 400~ 7, 4-00~ 74-00~ Jfo,~ J 6, 20{)~ I~, 2.06 ~ I
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(614) Mobilization Lot Sum
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(622) Topsoil Furnished 75 Cubic 4()C9. JDt!2 5o<!3 3750~ 3Z~ 14-~ %~ '3A-5{)~ I
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and Placed Yard
(623) Seeding and 3,500 Cubic D$.52 O~ 129 3,,50CQ2 ~ O~ J QQ. 3,5"OO~ I
Mulching Yard ,
(626) Construction Lot Lump '35 ()() o..!! 500 ~ 4600~ 4;OOO~ 2.,400 E!! -0- 2A.()O~ 2 4-O0~ I
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Layout Stakes Sum
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TOTAL .$ 457,380 00 $ 500\3Z3 80 I
REMARKS: ADt>r..~\)lH.A "0 \ t f\Ll BIt> FORl-AS S\6~D ADbE\o\'\)IJt'J\ NQ \ 1- ALL BIb fOrMS S\G~Eb I
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