HomeMy WebLinkAboutAGENDA REPORT 2003 1119 CC REG ITEM 10DCity of Moorpark
AGENDA REPORT
ITEM 10. 'D.
TO: The Honorable City Council
FROM: John Brand, Senior Management Analyst
DATE: November 12, 2003 (CC meeting of November 19, 2003)
SUBJECT: Consider Award of Contract for Installation of Bus
Shelters at various locations.
BACKGROUND
On September 3, the City Council approved plans and
specifications for the Bus Shelter project and authorized staff
to advertise for bids. The project consists of eight bus
shelters with benches at various locations, with a firm price
for eighteen months for up to an additional sixty bus shelters.
There is no obligation on the City's part to order more bus
shelters. Bids were received and opened on October 15. Two bids
were received. LNI Custom Manufacturing, Inc., bid $31,242.79;
and B & D Construction Co., Inc bid $53,682. The apparent low
bidder is LNI Custom Manufacturing, Inc. The per -unit cost
submitted by the apparent low bidder is $3,905.34 including
installation at prepared sites. Minor site improvements are need
at one location and can be accomplished by City staff.
DISCUSSION
A. Scope of Work
This project consists of furnishing and installing eight (8) Bus
Shelters and Benches at seven (7) locations:
• Mountain Trail (WB) at Tierra Rejada - one (1) bench and
shelter
• Spring Road (NB) across from Roberts - one (1) bench and
shelter
000203
The Honorable City Council
CC Meeting of November 19, 2003
Page 2
• Princeton (SB) at Varsity Park Center between Campus Park
and Amherst - one (1) bench and shelter
• Old L.A. Avenue (NB) near Condor - one (1) bench and
shelter
• Condor (EB) at Virginia Colony Park - one (1) bench and
shelter
• Campus Park (WB) across from Penn - one (1) bench and
shelter
• Moorpark Metrolink Station South Platform - two (2) benches
and shelters
B. Construction Details
The proposed final design is consistent with the design
specifications developed by the City Transportation and Streets
Committee (Councilmembers Mikos and Millhouse), and later
approved by Council. The shelter has a roof that is thirteen
feet eight inches (13' 8 ") long and five feet (5') wide. A bench
six (6') feet long will be installed in the shelter, leaving
sufficient space for a wheelchair in the shelter. The shelter
walls and benches will be a dusty gray, with a mission clay
metal simulated tile roof.
C. Right of Way
No right of way acquisition will be required to construct this
project. All of the shelters will be placed within existing
easements.
D. Fiscal Impact
1. Construction Cost Estimate: A preliminary estimate of the
project construction costs is a follows:
Element
Amount ($
Construction Contract
31,242.79
Irrigation Relocation
1,000.00
Miscellaneous Concrete
3,000.00
Inspection
1,500.00
Contingency (100)
3,674.00
Total
40,416.79
000204
The Honorable City Council
CC Meeting of November 19, 2003
Page 3
2. There are sufficient funds available in CMAQ grant funding
to pay for this project and Council appropriated funds for
the local match in its 2003 -2004 budget.
E. Plans and Specifications
A review copy of the Plans and Specifications for the project,
previously approved by Council, has been placed on top of the
file cabinets in the City Council Conference Room.
F. Protect Approval - Desian Immunit
It is recommended below that the City Council re- approve the
project plans and specifications in order to document City
Council approval of the modification in the final design of the
shelters. Such approval is also required for the purpose of
establishing design immunity pursuant to Section 830.6 of the
Government Code of the State of California.
G. Schedule
The Contractor generally has to complete the work within
seventy -five (75) working days after receiving the Notice to
Proceed. The apparent low bidder indicates that after
fabrication, actual site installation work will take two or
three working days.
H. Administrative Actions
If the recommended action is taken by the City Council, certain
administrative actions will be undertaken by staff, including
the following:
• A contract agreement will be forwarded to LNI Custom
Manufacturing, Inc. for the subject project, for the
contract price of $31,242.79.
• When all of the contract documents are in order, the
agreement will be executed by the City Manager.
000205
The Honorable City Council
CC Meeting of November 19, 2003
Page 4
• A purchase order will be issued to the landscape contractor
for Mountain Meadows Plaza to relocate certain irrigation
lines.
• A work order for inspection services and miscellaneous
contract work will be issued to the City Public Works
Department.
• A construction contingency of $3,674.00 (10 %) will be set
aside for the project.
EVALUATION
Staff met with the apparent low bidder to evaluate their
proposal. Minor modifications to the footprint of the shelter
were negotiated to improve ADA clearance around the shelters.
Although a minimum of thirty -six inches clearance is required by
law, the City standard design criteria calls for a minimum of
forty inches clearance for ADA accessibility. The apparent low
bidder was required to submit re- designed shelters and calculate
the wind loads to confirm the shelters meet local requirements.
STAFF RECOMMENDATION:
Approve the final design (re- approve project plans and
specifications), award a contract to LNI, Inc for the subject
project, and authorize staff to undertake the necessary
administrative actions to complete the project.
Attachments:
Exhibit 1: Design Diagrams
Exhibit 2: Bid Results
000206
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1
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i
METAL RCAF TOP COVER. MOUNTED OR
/
PLUAAIF;UIJ, ANGLES ROOF RA.FTFR5
WITH 5CRENS.
I -i12if 1 -112"X 1/8" ALUTA. A14GL? 5 KDOF
KAFIL -R5, WELDED TO TO' OF ALOMINUA4
�`" ". £1fFi
RECt TUBE ROOF END FRAME.
6NO: F.0
FRONT 51DE
AM W. FL
OF 5HELTER
..__....-`— " " "' "�
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- -- - — - -- `\
TUBE ROOF E1CD fQ`AAE ( TYPICAL ).
\
�T.
—FULL
WELD AT 7i) INOIDE, WMM & FRONT.
i
GRIND 51A0OTH A5 REQUIRED.
. k "Y, Tx 1. +4`THICK COLD ROLL BAR S7U:R
i�— 5TEEL PLATE WITH ( 2 ) -112' VIA. WELDED
STEEL DOLT5 A14P LOCKNUT5.
3"Y 3'X 5AO" STEEL 5QUA.RE TUDE VERTICAL
5LEEVE 5UPPORr.
(16 GAUGE) .DEO' THICK X 114" D1AdAL-TER
H0LE5, 318' STAGGERED CEWTERS STEEL
PERfOKPSED METAL 5�EE14. RIVETED TO
OUF51PE OF 3 51EEL 50JARE TUDE FRAME.
f 2' -19" IN51DE OPENING ) LEFT 51PE ROOF SECTION
5CAL E:1- 112 " =1' -O"
NQF .
ENT?RF SHELTER 5MUiTURE 10 MATCH
CARDINAL #1`008 -GR21 GRAY 507:
61.055, POOWFR CO.NTEP F4W15H.
' PU5HED- UPCEILINC7 PANEL5 TO
MATCH CAKPRML *7007- iYfAI21 WHITE
707, GLO55, PAL& ER COATFO FI105H.
EAMTflRUE MY OFV0,WY.W
t Ccmdc'38
• Rw��
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6NO: F.0
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1,IA
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2_. "CENTER TO CENTER OF VERTICAL 5LEEYE
COLUMN 5UPPORT
I WELDED 5T EEL BOLT -!D STEEL
—3m 7-- WA5HER,fOP- RIk'ETTO11451DF
Of P.! UU. "C" CHA-PNFL (TYP ).
i
FILING RECE55
BACK 51DE
OF 5fiELTER
i�
O
C
a
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N
2"X4'x L'b" THICK ALLIMINWA
RECTANGULAKTUBEROOF — _ CHANNEL '
END FKAKIE.
GLI
I r
- ------- - - - - -- - - - - --
- - - - - - - -- - - -- - - - - -- �N
- — - -- — --
I
ZI X4" X7 14 "IHICrALUI.iIIJUM'C'CHA14NEL
(4' -8' LONG ),1VELDED 101td51DE OF IMF ' DF:ILL 314" C '
EIJDFKAIAE_ i i �3J16� AT- F1fi> '-
3118 i-
' L&aY FI !
FLAT 22 GAUGE. WIPE GALYMIZED 5HEET 4 KTY,1 /4 "THICK COLD ROLL'
L1YP1 : •� ,
—lAEFP,L RECESS PUSHED -UP CEILING PP.MELS MAR SFU;K STEEL PLATE V;1TH
! COVEK, AWACH VATH ALUM114UM POP- KII'ETS, (2) 112" DIP (PrLDED j STEEL
y NER AT 2 2
BOLTS 4V1iN ".JUTS —' — + - -�
!� d WX YX 3.116" STEEL 5DllARE TUBE 1'ERTk AL i �— 5LEEVE 5UPFORT, WELDED 10114" THICK fd it
'1 " PLATE
`l 2-112"'; 2 -ire"
aTL-FL PLATE /.ROVE. (
TY12 TOF OF COLUMN MOUNTING PLATE - 7 "PLAT
DETAIL { ELEVATION } 2.12" 2-112
- - --
I ,
�i I
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_ f
N f T
U
— F/•BWATED 1 "X 1"Y. 22 GAUGE 5HEET
METAL ANGLE5 FP.AME, ATMC41 -i.)114
51DE YEKIMETER OF KCOF EIJD Fi',AIAE
1ViTH ALUTAIRUTA PDP- KIVET5.
2' -10" IN31DE OPENING
4
PLATE -.-
4 SECTION
SCALE 3 " =1' -O"
WELDED STEEL B01T TO STEEL
V.'A5HLP, PG? -RIvET TO I.451DE
0 ALW... "C" CI IPd11JEL ( TYP )•
4"X TX 114" THICK COLD ROLL
r r e
BAR 5TOIi, 5, E-EL PLATE ( f E&
LO N) Il /IiH (2 )- Iq' a1PJ.4L•TER
WELVED 5TEEL Ii0-i5 (AT TOP
_2 X 4"X 114' THICK ALUVINUM. "C"
CHAN14EL (4' -B" LLXf5 ), WELDED
TU I IJ51DE OF ROOF EIJD FPA,1v1E.
TYP. TOP MOUNTING PLATE DETAJL (PLAN VIEW }
5CALL 3 " =1' -O•'
BLS � 3'
8 OF 11
3'x 3"x 3AF S ERTZAL 5TEEL 5Q•
TUB: 5LEEYf. SUPPORT AT TOP
( 5HOVH< DOTTED ).
'L -112'. 2 -1 12'714' 'i'E9UICI.L ---
.`.TEE? 5GII -69E TUBE 1145EP.T
5UPPOK WELDED TO 5TEE L 5A5E
N.M.
3110" VERTICAL 51T
TUBE 5LEB -T- 51JPPOPT Al
(51 J10A 4 DOTTED).
iPl DIAMETER 5TEEL 53U
( TYPL.AL ).
2-1127.2 -V2"X V4" 1'ERAb
STFEL 50UARE 71,16E I145L
5UPFORT, V.FLOED TO 5TE
B"aF PLATE.
DRILL HO7.E5 AT PLATE FO
(3 ) 10" DIE,. K 3-U2" IAN;
5TEEL EXPANSION BOLTS.
_506 -
�Ct ,
j --4p
69I11D AND SMOOTH 114" RADIUS
1P2" DIhtAMR AT ALL CORNERS.
PLANVIEW
5CALE: Y =f —T
L
D
7
i
y' 3
DA5E PLATE ATTACH. DETAIL
5GALEs
FICIR 1511ELTEK 5TRUCTURE 10 MATCH
CARDINAr #P098 -6P.21 GRAY69%
GLO55, PONDF-K COflTkD FIN15H,
` PUSHED -UP GFU14G PAI4EL5 TO
MATCF: CARDINAL #T007 -161HO K'HITE
70% GLO55, PUNDER COATED FI4 15".
Fi1WXT KAAIE orr-F titer.
l�J1M
AP ovw� wee
7-314'W 7 -314 "X 318" THICK 5TEEL
~�
9. °5E PLATE MATH RADIUS
-
'
' --
( 3) -112" DIAMETER X 3•V7' LOWv
RF%l u Na
ja qax fkv NIA:tTi w"j,Aal°JE
_1Xif
—L4LW7fbl:
IS H�fFP
C "-ROUA 5TEEL IDKF.AN510I,' 69LT5.
-
-
LYfVJST1gE;
-
-
3'x 3"x 3AF S ERTZAL 5TEEL 5Q•
TUB: 5LEEYf. SUPPORT AT TOP
( 5HOVH< DOTTED ).
'L -112'. 2 -1 12'714' 'i'E9UICI.L ---
.`.TEE? 5GII -69E TUBE 1145EP.T
5UPPOK WELDED TO 5TEE L 5A5E
N.M.
3110" VERTICAL 51T
TUBE 5LEB -T- 51JPPOPT Al
(51 J10A 4 DOTTED).
iPl DIAMETER 5TEEL 53U
( TYPL.AL ).
2-1127.2 -V2"X V4" 1'ERAb
STFEL 50UARE 71,16E I145L
5UPFORT, V.FLOED TO 5TE
B"aF PLATE.
DRILL HO7.E5 AT PLATE FO
(3 ) 10" DIE,. K 3-U2" IAN;
5TEEL EXPANSION BOLTS.
_506 -
�Ct ,
j --4p
69I11D AND SMOOTH 114" RADIUS
1P2" DIhtAMR AT ALL CORNERS.
PLANVIEW
5CALE: Y =f —T
L
D
7
i
y' 3
DA5E PLATE ATTACH. DETAIL
5GALEs
FICIR 1511ELTEK 5TRUCTURE 10 MATCH
CARDINAr #P098 -6P.21 GRAY69%
GLO55, PONDF-K COflTkD FIN15H,
` PUSHED -UP GFU14G PAI4EL5 TO
MATCF: CARDINAL #T007 -161HO K'HITE
70% GLO55, PUNDER COATED FI4 15".
Fi1WXT KAAIE orr-F titer.
uw +Tx cur+ °5
AP ovw� wee
$'
i::;::
..
gam•
�°�s'� soT.�'
-
RF%l u Na
ja qax fkv NIA:tTi w"j,Aal°JE
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IS H�fFP
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-
-
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O
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STEEL PIPE FRAME. ROLLED 12 GAUGE
L L 5TEEL FERFOKATEi
i = IAFTAL 5CKEE *:
114 "THiC1: 5TEEL MOUNT114IG BENCH.
fLATE AY 15A5E,
5 PLAN 1(MAN
114" 11 IICK 5TEEL ! _
PLATE AT 15..5E 114TK t< L , fi5A6
(1 J 3!8" Pik, K 4" 1 —'1 f'
LUNG 5TEEL L.hr d '. 4 ;'' �FlNfSH GfCADE.
5HIELU.
�+ mouNTiNG PLATE ( ELEIVATION
y }_ rrn
SCALE: HALF 51ZE
RNA-1
PERFORATED METAL
PATTERN
5CALE: FULL 51ZE
1' -B Irz
P -5
- --
J), ), ( PiAMETEK )
TYp•) 114"
Em.
ENTIP"E DEIJCF' 5TPUCTLIFE TO MATCH
16" G1R-71NAL #P1006 -GR21 GRAY B4OA
G:-055. FMPER COATED FIN15H.
ROLLED 1-V2' DIP, Y, 118"
THICK 5TEEL PIPE
kAIL, l4ELDED A5 KEWIRED.
6 i _ 12 GAUGE ?:114" f2OUNP
11 HOLES 5TE_L PEPFOK.TED
G' -O" OVFRALL LE146TH OF 13ENCH 1 METAL 5CY.EEI4, WELDED TO
2„ t DC MOM ED:7E50F 1 -i2'
► DI& STEEa_ PIPE
�L ,L
t 1 -V2' DIA.WETEK 5TEEL PIPE
—
. _ f FROICT & BACC ), S�LDEQ
TO 5TEEL PIPE FP..ME.
POLLED 5TEEL Y. PIPE FKAME,
t9 E'
� — .
--y - -
114" THICr 5TEEL PLhTE, -' I!4" 7rIICG- 5TEEL PI1,7E AT
Typ. f IVELDED TO 1 -112" DIP, 5TEEL ! BR5E WITH { 1 j 3!8" DIS.
s I
"$l16i PIPE ( TYPICAL ). R4' L014G 5TEEL- LA(s 6
SHIELD.
LEFT & KIGHT ELEV. FRONT ELEVA -nON
PI:LUiGTK4 . ary0 6MA7P.F7"
ALSGAf5S 93 Ia7F.1H I.SY_P. %R!. .i'_I.tT
L11Y�' S�'f7pE Ii47JR7.pi mo
TEIEPH:IXE.
FaKNUAB(A --
-Yo
,T(LV'' fs I;,J(Fp- -
Si[FSAfiRSUY:OKJ.KU7'rYRj�:.
��°�'
lip
Din
s
I 6Y
11 - BE3�517N -
`.�„nd.''• ::: "°
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S T
10 OF 11
O
O
N
Fa
1 -314
N
F�
t
1' -5112"
i�-
�1 -3l4''
( 4 ".191AMETEK )
I
i
TACK -'
WELD
(TYP ).
D ( TYP ).
,I
iIIT rw» unom '
ROILED 12 GAUGE STEEL
FEKFOKATED mu& DENCH.
1 -112" DIAMETER 5TEEL PIPE( FK014T
&. DACK ), WELDED-TO 5TEEL P(Pt
FRAME.
5ECTION ( HAND RAIL)
27 2 -3/4 "r 11A" THICK 5TEF L FL/-,' (F Y.911
KF,DGU5 C JAEK5, WELDED TO 11!2' DIA.
5TF FL F}PF ( FRONT & fi ° il: }, E <5E EDGE5
0. t ALL EXP05ED 51DE5.
ROLI.ED 1 -11'l DIAIAETEK X 118' THr-K 5TFEL
PR'r. H,AIJD KAIL ,11k LDFO A5 REQUIKED.
1 -V2" DIAMETER 5TEEL FI. °E (FRONT &
6ACX ), WELDED T0 5TEEL FIFE FKAME.
HAND RAIL ( PLAN VIEW)_
5CALE: 5` --f -O"
Nolk
POMR CMATEO ALL EVZSE
SLUMESTOPRINSIT
X,
ROLLED 1 -1PL" D1P.. 115" TH(CK
ERTIRE 5WUCTURE 10 MATCH
001Vi•1VIv CORROSION.
5TEEL PIPE HANG KAi:., WELDED
CAgp}} } �- #FOO&-6R2I GKAY 8a"k
ALL kWU N EMU"
A5 REQUIRED.
61,055,FOPdDERGOATEDFIWi5H.
IIOBETaBE6661T6QB 1
60f M ALLOY.
ROLLED 1 -IP2" DIA. X 1 /5" THfCY.
ALL SMR TUK TO M
5TEEL PIPE FRAME (BOM EN05 ).
A3606A110�.
`I
I I
ROILED 12 GAUGE STEEL
FEKFOKATED mu& DENCH.
1 -112" DIAMETER 5TEEL PIPE( FK014T
&. DACK ), WELDED-TO 5TEEL P(Pt
FRAME.
5ECTION ( HAND RAIL)
27 2 -3/4 "r 11A" THICK 5TEF L FL/-,' (F Y.911
KF,DGU5 C JAEK5, WELDED TO 11!2' DIA.
5TF FL F}PF ( FRONT & fi ° il: }, E <5E EDGE5
0. t ALL EXP05ED 51DE5.
ROLI.ED 1 -11'l DIAIAETEK X 118' THr-K 5TFEL
PR'r. H,AIJD KAIL ,11k LDFO A5 REQUIKED.
1 -V2" DIAMETER 5TEEL FI. °E (FRONT &
6ACX ), WELDED T0 5TEEL FIFE FKAME.
HAND RAIL ( PLAN VIEW)_
5CALE: 5` --f -O"
Exhibit 2: Bid Results
Bid Opening 3:00 p.m.
Bits Shelter Installation Project 2003 -BS -1
October 15, 2003
Company Name
Bid
Bond
Addendum
Amount
�IVZ CGtS dam /Yl� r-riG.
'�
✓•
�.3! o?�a• '%%
n
C�an5Aruc/ ion 420 . fir,6
t
V
✓
53 �a.0G
000218