HomeMy WebLinkAboutIII (E) Approval and Authorization to Award Constitution Contract in the Amount of $54,937.00 for Reflections Subdivision Groundwater Seepage Improvements to Schuller Construction Inc. Agenda 5-15-2001
Item III E
"CENTER OF GOOD LIVING-PRIDE 01:IfT:.S ORANGE" MAYOR•COMMISSIONER
Ocoee S. SCOTT VANDERGRIFT
�o CITY OF OCOEE CO�I�IEuJONER_
Ca
150 N. LAKESHORE DRIVI! IJANNY I IOWI':1.1.OSCOTT ANDERSON
OCOEE, PI.ORIDA 34761-2258�o I1U CY J. PINYON
a• (407)9053100 NANCY 1. Pn1tKP:R
OF G000 N`
CITY MANAGER
JIM GLEASON
MEMORANDUM
DATE: May 7,2001
TO: Jean Grafton, City Clerk
FROM: Richard Lee, Engineer I
SUBJECT: Reflections Subdivision Groundwater Seepage
Attached please find an agenda item for the May 15 commission meeting for the above
referenced subject.
If you have any questions, please call.
Thank you.
jbw
Attachment:
Agenda Item
POW
tr.ct Ocoee s Walel Yee(I ress ::i.
Agenda 5--15-2001
Item III E
"(TIM/MtDA GOOD LIIZVG-PRIDE OF II7?ST ORANGE" V1maii CuMmnexit,NER
` Ocoee S. SCOTT VANDINRGRIFT
° �� CITY OF OCOEE
v,_
�g4 a 150 N. f.A6EvnORF DIME DANNY I IOWIiLI.
SCOT I ANDN SO N
oOttHa'-FI,oNIDA417(1-22i% kIRIYlO11NSONI �a�� (307)905 1100 NANCY I. PARKER
OF GOO
CH) MAvALFJI
JIM 01.EASON
MEMORANDUM
DATE: May 1,2001
TO: The Honorable Mayor and Board of City Commissioners
FROM: Richard Lee
Engineer I, Engineering/Utilities Department C.
SUBJECT: Reflections Subdivision Groundwater Seepage
Award of Construction Contract
On Wednesday, April 25, 2001, 2.15p.m_, bids were received for the Reflections Subdivision
Groundwater Seepage Improvements. The work for this project generally includes the installation
of six -inch(6") underdrains along Cool Springs Circle and Sparkling Water Circle. The attached
figure shows the general layout of this project.
The proposed underdrains will be installed along both sides of the aforementioned rights of ways
in an attempt to prevent existing groundwater from seeping into, and deteriorating the base course
of the roadway. The construction of the new underdrains will entail removal and replacement of
existing driveways, mailboxes, sod, and any other conflicts that may require removal and
replacement.
The Engineer's Estimate for this project is approximately $66,651.00 (See attached
spreadsheet). This project was publicly advertised in the Orlando Sentinel through Professional
Engineering Consultants (PEC). Six contractors submitted bids on this project.
The order in which the bids were received is listed in the Table below.
Contractor Amount of Bid
Schuller Construction Inc_ $54,937.00
APEC Inc. $66,325.00
Blade development Inc. $62,617 50
Prime Construction Group $64,855.00
N.S. Marine Ind. Group $69,480.00
Ai I
�t 11
.CENIarzor GOOD 1.n4XG-PRIDE ornJSTOR,IV5E" i, ,NIMIs0Nnn
roe() S SC{YIT vnrmFaGRIIT
T
CITYOF OCOEE r, INUSSILJNKRS
DANNYIIUWIILI.
150 N. L:vcrsnuae DRIVE
scan'Y1IJRRSON
Ourea:.E IURID Y 34761-2258
♦ ,�,. ��+ ANCYJU1INSON
�lF� �.�� (407)90� 3100 NANCY J. PARKER
OF GOO
CITY MA A ER
JIM GL.EASON
From the Table above, the lowest bid received was from Schuller Construction Inc. in the amount
of $54,937.00 The Actual Estimated Bid Price on the attached spreadsheet is $55,436.32.
Although there are some mathematical discrepancies (please refer to attached spreadsheet)
between Schuller Construction Bid Estimate and the Actual Estimated Bid Price for the project,
Schuller Construction is the lowest bidder for this project. The difference between the Engineer's
Estimate and Actual Bid Price is $11,214.68. Therefore, the Engineering Staff recommends
awarding the contract to Schuller Construction Inc_ The project will be funded from our
Stormwater Capital Improvement (CIP) Loan.
The intent is to secure bonds and insurance certificates, execute contract documents, and issue the
Notice To Proceed as quickly as possible. The construction schedule requires the contractor to
be completed within 90 days.
Action Items:
In accordance with the following procedures, I recommend that the City Commission authorize
the Mayor and City Clerk to execute a contract with Schuller Construction Inc. in the amount of
$55,436.32 for the Reflections Subdivision Groundwater Seepage Improvements_
Authorize the Engineering Department to execute the Notices of Intent To Award and
secure executed contract documents, bonds and insurance from the contractor.
Authorize the Mayor and City Clerk to execute the contracts with Schuller
Construction Inc. at such time as the contract documents are reviewed for compliance
by staff and legal counsel, as needed.
RL/dw
Attachments
Cc_ James W. Shira, P.E., City Engineer/ Utilities Director
David A. Wheeler, P.E., Assistant City Engineer/ Utilities Director
REPELEGTIRNS SGGRIVI5IGR.
area SEEPAGE IRPRPYVEMeMTe
��� 'ENGINEER'S
N R GINEONSTRUCTION COST ESTIMATC
O _., n�....•,,•,
PROGRESS SUBMITTAL sc.ntlar,Estimate
nom
m Estonaied
Unit Extended UM Emended
No .cnmm. Quantity UM Price
a. Derr.onnaano,,Boras DM I I. Ft 5, ,an 6> 6
SD cl lc tol BIL I ._ _
2 (ere ,= this J _ / m (MO. C J S .i. 5 S !'. ID
a I holm N J i- [amorist,°II Rea I. a nI L0W0 SS06C0 2.7S S /Gp a >T2R
Fah'Harr' Ti 0o..a, hn eve aea_ _ IS [ C SI,500MD
_ __ 2IS S >/Lb
nCmu,on — 5 � �— �D]S S
S L2.y
� 5�[ C000 > >J]5
0 it anal Replace nne-Gnu rvu 1 5 5 OOOLC S C CCOC 2 C .90 ],06 96 S 20 90
l _ _ -S > a I 0000 106 1, 0 5 90
'mono ant S00npo _ Ii s I I 52 0000 DC cr$1000.00 I !3S., J6.S S75O 2.ehi145.50 v _,MR,oi imwr] __ St Ir' S pII OF S],500 CD
C S lS SO
. ', . S RR 5500Ca S S
-�y �9 r >I � I OL 4�] ]/2h
5 n. 9 e o e a col i5 �. RSOa.>: 1]9C.UU 2[9 00 2 to Jr. I 2.0.11 fO
J
M1 all J Pe.' I -
I s - a . aa�o, IF ,1 D0000 Sri9.,Si.O C 442A 611,Y ./ JO
Mt sus rock.net/tutor's aLuo un,It_�_...e LO hem 'soon o6., _ pe taus LA S_.. a_ 5 .:.+t OCCC S CiS I;LU 4]JB tlC',W S BJ192
anti ReaL'i 'rums P, S1 b!' S F P00 1Si 9,01009 CC y.0
ID n:ov and
01 HcnP v 4a S1_. _ ,OU Mt 1 N06L0 320/ -60)SO S 1.4J3.Y0
ken9J CO.W 00.00 e boc
S S L S �OO.CO ;lelea 2 LLJPi L, eL.d)
D.
4e el the SLa/-.a. a o aaoa,.,.... i
m„u4vumn S56,651 563. //A
L S 55213632
-_Snl 60G6 n,n„rym,i
STA. 14+40 (1 ' n _ T STA. 14+40 !LN
1; o STA. 12#.g
OFFSET (18.5'l) I' " OFFSET (17.5'R) i! I REMOVE & REPLACE CONCRETE SIDEWALK ( 7,1 $Y 'z h M`� ♦ ET 17 5'R S ;NV-110.5
u 1 �J (SEE MISCELLANEOUS? DETAILS) , _ 1 ( _
3 it � ( ) SN IN\�.v114.S1
(-Yi 1S if
9 �J° CGt'1CRF7-� b,. III 3.7a +ry 0
i N ( 1 STORY MASONRY DRIVE
6 13 ( I• u I I 150LF 6" PERFORATED I DWELLING #379 ,� y ' % �2y, � � -
,; UNDERDRAIN - a ,23.52 r '
s I 11 a F.P.=724.27 1 STA. 2+56 .ro''/! ,h'S / ^ll (�
232 OFFS ,9.5'L , L U 3
I; 265 234 %, ) p�, 7 �,
+ �• /i 1 \. ll fir.
I t' '+ ./ „'3.1/ QG +� , a� 1 STORY MASONRY
Z III ' I $ PROPOSED STAKED SILT F�Uy
NCE LF \ DWELLING 584
y l REMOVE &REPLACE CONCRETE DRIVEWAY {f15 SY) FOOT INDEX No. } 4 - / _ y3.3D q V Al r 22.5' BEN + "REMOVE & REPLACE CONCRETE DRIVEWAY t15 S ( ir �, so + F.F,=130.80
(SEE MISCELLANEOUS DETAILS) ( I ril I w (SEE MISCELLANEOUS DETAILS) 7zJ 2 `�' / t23s+ m ��E� 2A. g
43LF PERFORATED < <` b! ONCRETc w`'�
ORFINAGE MH UNDE DR, ry ' M1
t/i' F. CONCRETE I �� 14 - CONCRETE tr/ TOP=12s.33 , •5� �Q. Q. by' DRIVE �
DRIVE ni OR11rt E - �-' /,% yo REMOVE &REPLACE�CONCRETE DRIVEWAY (t18 SY)
u NE MY.=1t6,23 2.�' BEND iz.1 2
u "t s INV-110.13 r g O CSE€ MISCELLANEOUS DE1d11LS) b
n - SANITARY MH TiE IN AT EL. 120.50 Jtry !<,
CALLTiON! 1 u I I DEFLECT OR NON -PERFORATED PIPE ASTDP"123.16---
ELECTRIC NECESSARY TO AVOID FIRE HYDRANT NE iNv.=116.fia 123.27
It BE q„ 5 _./ y1 ,e ,yn, q ? E ELECTTOC
SCALE: 1" = 20' CONCRETE 7 _
n °M1 7?/n .5' BEND `
CAUTION! SCALE: 1" = 20' 1 STORY MASONRY DRIVE / �? y �44t~� •C� •}ryN' `�~ •.M1°•
ELECTRIC DWELLING #883 STA. 17+87 ? y 750LF 6" PER RATED
n I CONCRETE ET (17 L) 122.7t m
CONCRETE " DRIVE (-' , F.F.=124.08 �\ t22so / r.
DRIVE I �. III I, 2 0 4 235 ,22.a5
1:� 1 UNDERDRAIN
22.5' BEND 1, 2 5' BEND
REFLLC1i0N5 UNIT cry 2z.a6 Y-
' I �2EMOVE &REPL E CONCRETE DRIVEWAY (t15 S) I
II11 CONSTRUCT CURBLIN UNDERDRAIN m°o ryry, 1 2.66 Try'' (SEEMISCELLANEOUS DETAILS)
° REMOVE &REPLACE CONCRETE DRIVEWAY (tt4 SY)"LAT f3GUK 36, PAGE (SEE MISCELLANEO S DETAILS y,ry,,' i 262
N I (SEE MISCELLANEOUS DETAILS) ORANGE COUNTY R ) h , tz2.a4 ii -�PUl
REMOVE &REPLACE CONCRETE DRIVE AY (tt6 SY) m III 124.541I 124:A 50LF 6" PERFORA UNDERDRAIN I ry y' �% ' g 1 STORY MASONRY
(SEE MISCELLANEOUS DETAILS g - 122.59 I !
2 M1 h ,24 , F426I ry° y b I M1R DWELLING 86 t j
.` ,+"1' II b l °.I -{ -'�-' '`m +, I 7 li 17273 121252 NCAU G�. / �..
I' �' •,'� l F.F =130.22 ` i /j•'~
33 ' ° 12251 11210 ' k CAUTION!
150LF 6" PERFORAT€rD, r I ( u SB I -I- NATURAL GAS
UNDERDRAIIP Ig If 7 L 15.00' UTILITY EASEMENT e �? ri CONCRETE- i + 4
724.25I ( U o C - - p hM1 I ( s? ii� -}- DRIVE
__ _ __ 1 _
, l I 12".OD N M1' n•',1•" 0`,' 11 h ,.. �( ? r ',gi- 'Y 1
DRAINAGE E(H ( �"AUTIONI �� it 1 ._ \M1 24-_Ri.P J_, N 111 '1' Ef' 3v h• C0 �0
TOP=t2a.ta `� NA Ii 1 I-----'u- i=-',t.'`'tL `6 (, ,° �' •,9• ; t 1 t• `1? GEOTECHNICAL
„'1• TURAL GAS •-,. I �,< ii�2t.t4 ~ rygp ryo - - ------ --"--45-9ENB' - FRCP h1� tg' SYMBOL TYPIC,
---- ------ 1a mV=tzaos -- -,` - •° '!. " - ---- - z3.u0 _ ONST UC'hI'6" PVC_ ` r
a -� INV.=718.64 - - - - - W ____
t 15'
SW AT �2ats °i ;'� $ _9...OSILI�%-fAP -- (5C \\
z3s0 ...v H 122.zs ii -i--`- --F - I'^ / . \
TIE IN AT EL 121.25 :"'' - ry t24.00 /tLTRRY !AH ' 'NET - - - `'�?s �, ii g`1 - ---�-- _._..i-iA-
__ 1z3.76Top UO2
ruf ,�•atl N INV."178.32 s I 'rn 122ss�1 REM &REPLACE CONCRETE DRIVEWAY t15 SY
STA. 123 92`� N INV.=176,46 I ( )
s 1Nv. tta.12 Itz223 S(SEE MI NEOUS D IL$ `� M1 REMOVE & REPLACE CONCRETE SIDEW LA K (�ti S 4' -'gip II ,ry3�'o j �„Qf.FSE-f (17.5'R) sx' uaumtta.5t -_ E !NV.vlttss2 46LF 6" PERFORA D I. l ll •:' -e, -}. ) t (SEE MISCELLANEOU7S DETAILS) ro '4 y1 4.00 ( W IRP-tis.c-2 UNDERDRAIN �• I n _ '
s CONCRETE ' o ry o`� TIE IN AT EL 120�0 a o I „c ---
C tETE ` h �D 3.7 b + INLET \
F - peso
g ry N, I, CONCRET lIE IN vAT EL 119.75
t STORY MASONRY �° DRIVE t �o k ,,v ` ^rybi �`� ` I ^,'' 1, �-'" mm I rDP=t23.o0 +
DWELLING ��,'879 A, ,t' •.M1 � � � '
er 123.52 + � „! n g gw DRIVE`
F.F.-124.27 0 '� "''•Y I y m
1 STA. +56 z. .,'t• // r 1 / 4, z -.,
.t, + 263 i CONSTRUCT C ANOU [CAL m o IIt, ( t STORY MASONRY
2 3 yg OFFS 11 (79.5'L) g i v ry n ). i233e
b+1 ti gip' ry9' n (SEE MISCE NEOUS ILS I'I 1t �. DWELLING y4
" 1 t STORY MASONRY i 4 ) 123.13 u 5
i ,1e u ! 2 3 e ''�* a F.F.=129. 4
„'j \Q- DWELLING „88a to ,;
PROPOSED STAKED SILT F NICLF)tlE D C.7.>, 22.5' BEND 'F F.F.=130.80 r . ? „ a itOLF 6" P FORATED 'j (�`
FOOT INDEX No. 10 . 'r / 23' ;ra $P 2Ayo �. W «3 1 STORY MASONRY STA. 10+95 ' I? o UNDERDRAIN2 (J
Q' / r Z O DWELLING OFFSET 18 s „ ( ry15
.F '�887 ( ) I J
12a •g' O U F.F,=t24.o2 CON C t23.7i p REMOVE & REPLACE CONCRETE SIDEWALK t4 SY)
RETE 1,123.77 C2
43LF PERFORATED I� CONCRETE o - r-- DRIVE r 23.47 1z3sa ,�-
DRAINAGE MH UNDE DRAtN rs b J'� Q�?`� '` 'pry i 0 MATCHLINE A -A ° o I i I ryb' (SEE MISCELLANEOUS DETAILS)
° ` DRIVE U
REMOVE & REPLACE CONCRETE DRIVEWAY (t18 SY) i O ¢ �m sANlTnvr MH z ' C -
_ r' TDP..t23.a7 'b ' SANIThNY L_($ A, 10+00)
NE Irty.=ns.23 2. BEND - t2° z \i S ELLANEOUS
s INv.mns.13 O °) �' j U V Z _ NY.=ll7.8 I e �ryh 2. BEND m=tzs.lo INLET
SANITARY MN TIE IN AT EL 120.50 ' 0 . , %'' t D9 °9`1b.}• 1'• '' Q Z .� _ `--'�' i•E 1 =177.42 J I 1M1' NW UtV...712.50 � Ti7 ;3agy
i•. �7 '{% -�' 1 O + ?y 4 �M1 E !h'V.d11a.55 'S
_ J /' \ '' G` `ry b h O r"i O '� I \ ti + ryy' `' it,"V-121.31
._ NEN23.tG .-..{..______ =., -` 123,27 : -r g• g' !-
S I Nv.=13.76 - t23.r -B `` ` `ry U y �\ STA. 0+12 -l- lti INV.=727.29�
s INv.=116.7a T _ - CAUTIONt- 'i " �'- - -H 7 w e 1 z4.1 w r� OFF
e A E wOO ryg' y 1*0 0 @ 0
ELECTRIC , -.t 123.52
3 t Z + CE \ I 5 g: BE ;ryc • --� _"e_--__�� �w�//
BEND
n
+�t2a� am. ��Yy_..... .'NkC:.�`Mt h G
DRIVE E �' '? °S iI tiJ ry 'F ° ^, 3',i Q 0 C 0.N .r`__^ _ J. 124.tb $. �\ 7 t,r `
1 STORY MASONRY 7. / 2>
DWELLING ty'883 FFSETI(177L) 5' 122.7t t 3.1a k' A �501F 6" PER RATED 4' -' ��, �! GL m--�}--ro GL
F.F.=124,08 122sn I ' UNDERDRAIN i g + 0_ b' ,k. ,a`RC� ,ze, '�-R- y a�
2 � 5 iz2.A5 .5' BEND i -}. 12436 \ 12ses r� 124aw
-�22.5' BEND ry tzz.as (-r 7„ t "1", t STORY' MASONRY et' `' . 1zq• 24s4 \ IIg 1257o ryg° 1zfi.o1
w �, ryp' �EMOVE &REPL E CONCRETE DRIVEWAY (t15 S) M1 II ,
t DWELLING a 126.23
CONSTRUCT CURBLIN UNDERDRAIN 03°a I M1 I722.66 ,y (SEE MISCELLANEOUS DETAILS). ; 1891 $ %°
n F.F.=?25.86 125.36 II` 8
(SEE MISCELLANEO S DETAILS) ryy ��' 1zz.ua i' -CPU " r--- i 2 6 Z 25
SOLF 6" PERFORA UNDERDRAIN �4 !' ° ^h 1 STORY MASONRY , WOOD FENCE + g •a.60 126.,s
k I , ryj :22..53 ii ,1:6 DWELLING #888 ��- a� @Tn ` '74 I i 124.e3 126 15 h°'1
t2z.73 'h NA'aU q h F.F.=130,22 , % , •,� -_- ry' �''.-
(� I t226z ( G - ! 1• 2.3 / \ _l �s�s. - vP_._ rye' GL CAN
CAUTIONI 22s1 1122.16 ya q a �ry Q +
NATURAL GAS ,! .}.� a CA `97 `g°jn' BSA/
15.00' UTILITY EASEMENT R2 6
DIVE I
^ryh ii t•� , I dj f- 4g6rO �M1gry i ! 1. 1�¢jSa _!- BE
-----*---- e' i�- ry-- e1 A ^Y ^y1 A�- '.°-i- 10 � � `o' SYMBOL GEOTECH(TYPCALICAL ) LNG n. 1 ,� o-ty g
_ r F 1
44 ENB-0,,RCP _ °M1 -'� DRAINAGE MI- '� r,� it ? o •y1•
CONSTRU 6" PVC
- - - - �r H 1zz.2a n � S P�IZT--W,LGAe --F --------
LT � az .• 7, u _ a9 '
N INV.z3.o2 :S �P I `e° �12283 REM VF &REPLACE �ONGR$TE DRIVEWAY t15 S \ N INV.=120.CC� ry1 h
N tNv.=/16.32 111 I ( L �' E INV-120.1/- -I"^ �r$''
s wealla52 17223 ryy. .Ps(SEE MIS LANEOUS DETAILS) y° o
a vtv.=naa2 46LF 6" PERFORA D I I {{ .8 + �M1 ---- o g ?'
w uT .= s UNDERDRAIN ,1 I
TIE IN AT EL. 120. 0 ,�"•'
b9 ,O y 'lb Ild iCP�123.CG +
^3- M1g• 's' fito I CONCRETE INv.-.116.50 ° F
S'TGV7Y MA�O1vRYDRIVE TIE IN AT EL119.75 •,M1°j - 1 STORY MASONRY t ,
DWELLING 895 §t DRcWNG ?-
egg j o '" s-' I° .Uri• `'• _ 7 STORY MASONRY F,F.=128.a3 ,y1°j F.F,=130,00
\ CONSTRUCT C ANOU ICAL) m �, I 1'L3.36 r \ // +1
(SEE MISCEL NEOUS ILS) ''' I I ii�t DWELLING 54 / 2 3 a�
s 3 �� 23.13 a F.F.=129.54 /// 2 ^ ,�
`-� " 11OLF 6" RFORATED % I
1 STORY MASONRY STA. 10+95 4�t a UNDERDRAIN261
o DWELLING P887 OFFSET (18 ) '�' i I� ry1ry i i
o F.F,=124.02 CONCRETE 123.72 ;123.77 l co ` REMOVE & REPLACE CONCRETE SIDEWALK f4 SY J DRIVE ? ~ 123.17 !��`� rykh + { ) OP=125.45 , 9
M ¢ ( {„za,s4 ri I k (SEE MISCELLANEOUS DETAILS) 239
j --1 I I ,T i by 1I shNiTNtY MH S A. 10+00) BOTTOM=121.25 r
SANITARY MN Y r+' N INV-121.25
m ^r TDPn125,ia INLET i
NOTES MATCHLINE A -A
n1. EXISTING DECORATIVE LIGHTPOLES AND MAILBOXES ARE TO BE 2. THE CONTRACTOR IS REQUIRED TO PERFORM FIELD ENGINEERING
REMOVED AND REPLACED BY THE CONTRACTOR AS NECESSARY AND EXPLORATORY EXCAVATIONS IN THE VICINITY OF EXISTING
ww TO PERFORM THE CONSTRUCTION. PAYMENT WILL BE INCLUDED SEWER LATERALS BEFORE ORDERING MATERIALS. THE CONTRACTOR
IN CLEARING AND GRUBBING. SHALL NOTIFY THE CITY IMMEDIATELY IF AN APPARENT CONFLICT
0 EXISTS BETWEEN THE SEWER LATERALS AND THE PROPOSED
UNDERDRAIN SYSTEM.
i
Y
fY
O
j DESIGNED BY: GAT REV. DATE DESCRIPTION APP'D BY w DRAWN BY: 2 PROFESSIONAL ENGINEERING CONSULTANTS, INC.
GAT
NCHECKED BY: GAT q ' e n gin e e f 3 p I D n n e f. S S u r v e y o r s -_
oAPPROVED BY: DWH 6 Su@e 15W, Eola Park Centre 2D0 East Robinson Street, Orfendo, FlorWa 32801 407/422-8062
cudNEFrt OF RECORD.- DAvo W. NANISTRA. P.E.
NOT FOR CONSTRUCTIONREc- JOB•No. 0E-367
REFLECTIONS SUBDIVISION - SITE PLAN - UNLESS SIGNED HERE DATE JAN m
GROUNDWATER SEEPAGE IMPROVEMENTS COOL SPRINGS CIRCLE 3
DEPARTMENT MANAGER S. 3 OF 5