HomeMy WebLinkAbout05/17/2011, C10 - WATERLINE REPLACEMENTS 2010-2011, SPECIFICATION NO. 90936 council '°n"FAay 17,2011
j ac,Enba Report '�°"
CITY OF SAN LUIS OBISPO
FROM: Jay D. Walter, Director of Public Works "w
Prepared By: Jennifer Lawrence, Engineering Technician III
SUBJECT: WATERLINE REPLACEMENTS 2010-2011, SPECIFICATION NO. 90936
RECOMMENDATIONS
1. Award a contract to D-KAL Engineering, Inc. in the amount of$916,786.50 for the Waterline
Replacements 2010-2011 Project, Specification No. 90936.
2. Approve a transfer of$1,057,287 from the Water Distribution System Improvements Master
Account to this project's account..
DISCUSSION
On April 5, 2011, the City Council authorized the invitation of construction bids for the
Waterline Replacements 2010-2011 project, Specification No. 90936 and authorized the City
Manager to award the project if the lowest responsible bid was within the Engineer's Estimate of
$862,935. Eight bids were received and opened on April 27, 2010, all of which were over the
Engineer's Estimate. D-KAL Engineering, Inc. of San Luis Obispo submitted the lowest bid of
$916,786.50 which is $53,851.50 over the Engineer's Estimate.
As shown in the Bid Summary (Attachment 1) all of the "Install Video Detection System" (Item
49) bids came in significantly higher than the Engineer's Estimate for that item. After contract
award, it is staff intention to review the video detection installation work with the contractor with
the intent correcting the scope of work. Depending on the information provided, a modified work
plan could be implemented or the item might be eliminated altogether. Because each of the
contractor's bids reflect a similar approach, awarding the contract to the current low bidder is a
reasonable approach. Additionally, the video detection work is a minor portion of this project
scope. Modify the work plan or eliminating the item altogether, will not change the character of
the project or the lowest bidder.
FISCAL IMPACT
These waterline improvements were originally identified in the 2009-11 Financial Plan Appendix
B, pages 3-74. Funding for the waterline improvements will come from the Water Distribution
System Improvements Master Account which has a current available balance of$1,638,320.
C10-1
Waterline Replacements 2010-2011, Specification No. 90936 Page 2
Waterline Replacement 2010-11 - Construction Costs
Construction: _j $916,787 j
Construction Contingencies: j $130,000
Total for Construction: $1,046,787
Materials Testing $10,000
Miscellaneous (incl printing) $500
Total for other costs: $10,500
i
Total Cost of Project: _ ; $11057487
I
�Available Balance in Water Distributions Master Account ( $1,638,320
ALTERNATIVE
Reject all bids and direct staff to re-advertise the project. The City Council may choose to reject
all bids and direct staff to re-bid the project. However, staff does not recommend this alternative
because this will delay the project by as much as three months. Delaying this project will also
delay sewerline improvement and roadway paving work in the same area. Staff is confident that
the issue with the video detection installation can be adequately resolved thru the change order
process.
ATTACHMENTS
1. Bid Summary
2. Copy of original report authorizing advertising
3. Contract Agreement, D-1{AL Engineering, Inc.
T:\Council Agenda Reports\Public Works CAR\2011\aP\90936 Waterline Replacements 2010-11\90936 CAR award.doc
C10-2
ATTACHMENT
v
a
n
a
O ouicppcoc ppo00ood p o00p o0 0 o vI 00000
r m N N^^pp$S b^r m W 0 O S O+8 8 p�p b O$$C'f n m$$W$$$$pp$O$N$S$ O O b NS N N m
E.W m d PAW m1�Nmf�r Cf ONm W m W_N IONb00 -O W Nm W 00 W mQnQO^W W OSOsz1110111"N N_A
O f�ON 1�mNnN W Y1(CmN�NN N1N 1"I YlbbnmNNN��ppN Nt7 Ni�pp OIppQN MnbFO
C W
O N
a
9
m
y C_
S
r � g
m
$$$$$g$$$$$$$RSo$ $$S$$$$$$$$oo$oo�g800$Sg$g
crU a ooco 0000vio 0 00 000 c 000m000c 000
1w� nnn $mrWmm$ �$ $(p{pp$88$nm o$$o$000Yo oom$o$N$w
L$O 9 a OFFER HFoW<^
N N w
m e N O N H W N N N N N N N N N N N N W N N N N N N N N N N N N N M M N N N VI N Yl w W
W
m i
6�ry m 9 0
=Wm�mV
EvoioS$$So$$$pSpFa'go��SoS�hhgSS�gog$nn��g�pp8gg�$�ppooypopy�� 8 $$SSS8888S8008p8Sl'p,l' p
�mNANnSSS�SSN1n0(N'lN rbOO1�OmNSQbI�bOdNbC)NClBNNrpONP�mNmmnmCl 1p f�ppOm n tp C
F`nl��pPNmmONm�p�p �p pp�Op �p m ppyy OOrM1Nn1ry�^^^O m C
L m Y)m N N< N N N N N M S N N N N Y1 N N N h W N M N N N N N N N N N W g N W y N N N N N N N N N N N m a
N N N N N N N m
10
O N
"42
p
4
m R O
U
u amm � $U
m
ooe4ju� 0ON WWJQYMyOOCGqG
W$K 0JdC m m9O' :gSaCOCCp4j7rCipC
Ja¢LLJMSNNWNo�J0waLLJNNNNo$SO^w7S�ywLLJSNNo�NO�wLLwN$NSmNNzoamaymJONoym'xmJ^SNNoNOb^wz¢SN¢WmppmnNowFrcN6W^WNS(ONopl JYm¢^SWmN$l 0wwNLLLLNNSaNSmOW1I�LLLLNN6PySJN8lI�NNaW1NNJ FyH4YYHNylI�NaYYNN(pll�¢1INoyNYY�WNaK sWmJNNN W>mJNN 0mNJN WNbJN HoJNM WNJON WNJSN WNJ$yNMWJSyyPN WgJ$yN WNJSlNp W¢JSNN WJaNSN WNW wLLWNSN F�NSN-WuWmNSN wumNSN OWmnN WmyqSN WWrmSNiN OWmNJN HmJNHN W3UNmJN W3mJyMN
WJKINOSA
mm¢am^JmmmmJN m¢mbmJ"WrLZO,aIIII'JJ wwZ�¢LLLLQNIIs-UmJ^NmwO
VWNaFamJNO
$YG lri $$$ NVO
nNr- '^OGJ$$pYIY1 SYgQQ
rN p
NJFowamJNS
I
mN'op^Nmc�m
mp WNmOO�E0.
IM
n
IV N Qw1fON n IAz
OO6wnm $$ $ $$$o $ 0
4S$o$ Roo$ 0$ o8o
� oS�EmHISm $$YQ
nmm8o08 8888$3_Y.Yx, � +§
NN NM N N N pWVNHNNnNN�NhNyHpNNN NN
ll LQ a WON
$$OOS0600 g 0099 -99
NN.NN0 �
mmmmmmbmbm JJJ
wo Qw 0 zz-zF maooa�%zpow3Y'KLLwm z
R ^NONm ZW LL m Z2 uiam ¢¢w2wmmW
WC-ZU= m F xoZ2 m❑zOZ mmwrOn
LLzaJ C ¢ O> LL1z ❑o❑zzaaaoozaOURmmz�aza WJ
zZ NmU 2C3 az �xOzm22¢ ha ❑ ❑WW OZZ2ZWxJz 0W00WWx0ZW WW¢axaa ¢zOz> au zo 0 �0000
wz z00¢m
UuuOw^ma22W
omkVQUUya ymWVam = U
z= >S > �MZ aOawU="= rc
m ¢SrcamaLLzo rc�� amm¢wrctaaa!Rum� 000¢mwww�wwmZw� NNNRKwLLzz ❑0000pyOmymWn mmKmZK OJJO¢¢wm 0
UQ ��rcrca _ ga >� ¢¢ ad_C
gVO
aNn
UUUiGGGpr
N �JJ»zOJ»J 3333 3OIpPW^000WWm`m WO;D V'.Y<mlpOZm00� ((���0J JJ
T T T T T T T2zz T T T T T T T T T T T T T....
T T T z T T T T 2 W W W T m f w w F
Ec Ezzww ZwwzwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwWm¢¢_wZ55Zpp
� h ^ __mma_¢¢_FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFmti�rr¢_Uo_U
= og �
0
Q
OC U c y E A y
OC L m Eg �y rn
Z O
C Q O. ^NCI P m W O^NNQm mnmm0^ P m W O NC'1 Q m N R rm W N W F m
m i ^ ^NNNNNNNNNNCI Cl 17 W 17 C1 ClOQQQOd Q V Q mmb O
3 � m mg ..
C10-3
ATTACHMENT 1
3
E
'c
'x8888888
w/0e6
NS�ON p Obrp I8NbWNh 8SW�r�8NG NoWmo{W+�NOWO.p.N{ONy.w.Np.tN.pwO N0
NNp 8Omp 0QpN$OpNnINYNN I pm rpW NNO i N0�ImANm VmpI mpN�OpNV I�N 08N NM8;
IsNNW m00,oo,mmNp88Oyi NSN88m g8QN'M8t�r0 o8�1 N8mm r8mNr8O-Q
p gpNNwA1.mlq� 5gW
$rW
qqq bNN�VIpO
C N Y
m
a -w
m
m
m
L
O
E
m
`m
0
P
a
Q
E
m
C
m 0
p R C u S O O S S O O S O O$O$$S O O S S S S S S S S S$O O O O O S O$$$
m LJV! mM^„ SYO mWN ppbNNOmN rrN NynmCiWpQQ�N
YOOy.OrN rWN=mrNil mN��NW NNt'i 1��m'N�yy{pp ppiNp QN mO rrmmN�(pNrN fNWV VOIpINpp W��pp YN MyyNyC�ppg Nyq�Np rpIq mVI YpIOVIS S SS SO'N grmS'rO WONYbl'28
p GNO� N Wr$ = OWnNNmmmS00ImbYNmLmCnrON Sl(
aWwVNNNr So�
w N f0 N N NN N
>c m c M
C Lo 0 O m
now
W N O O
S'.mR7mU
If>
Boo o$os5$855558880888888888008888888$$558500888$$00 oo oo,s oe 0o
•o o 0 0 0
$ond r oo 0 0 oc c o 000 o vi cccoo N b m
5 N o088o$ooN88888888S8 So$S000SS IOU
qa 88 NO. Nb000g8nN
�`8 N -N Q O b IV b O N m-n m O W W m 5 N b ry m W W m1 O O Q m m Q Np N O O O Q m N-N N m m
�NIpOO W X01 m� N^nN�'fDNQQ f0 f0QIp/p W bOplTr(OrNNNAQQ(p fmN�NNNNNN�hM Q-pm m
V �VINNN wwY,<N NNMNNNNNVI VIq Y1M V11AWV1N NNNMNpNHNY,N V,�,VIN N N O
C N o
11 S
m
W m
• ¢ a
O U �
U $ �
g a
ge. ; 8888$$$$$$$8888 8$$8$888$8$$$$88 88888888 $$$$$8888$$
„N „ q OJ�OOCOOOON O CO COOOO CGmi OpO51S$OCV)
po $S8S888SS op $SSSSO OOSSppOC OO88OO�p fpm VIN O
C$K 9 L m^N Q$ N 1p N r m r W n O W W m O V I N m W W N Q CI g s Q N m m Q 1(I N N N O.0=,N N N
J m CpNN mjmm�ICN�� m��Nyp(pmO�p�pbm W W W r�prNN Om'Ev
0 O Cm m a 7 N w N N N N w N N w N N N N N N N W N N N N w N N N N N N N w W VI N VI W N N N N bN N N«
40 00
0$ 00
$a'e $wEno0 85$ 8OOo588.8$000QgIX,gm$_o�noSo�ooI�QQ'6 ggY�gv
or 8 00$$$$00.5d00N8800038
6ci 980o000000ggcge�mgg2QOwoenn8a -S. o $ g ,p
,v fNwwnww�N$7'ww'w,n
N. wwwwwwww3$ww5iwwwwwww N'.a$www wwwNp wa
3
O S w NN
G mmQ C
fI U a
50 `3
Lmm'U.emj C'„J maad t?'SI'�SuO+8om 8nN SSOfN5oO�q5ONm S�O 8OO8ON 8N Nm55pN5SO8Sm8N8SQ88$mWrSmmN8m 8S 8oO 8cNn8oOW8OrIo�V8SI8p8$$SS 8S 8SN N8N 1pV$S SN SN 8m 88om N8pm eN88N0$UUN0SetO
$SNw 8
IQIRQ QmQNrrW VVNJbNmQSNw yO
NNN NWNW N wp NNVs o 6 ocO S$55
qqVN 8oOQ
8�M
N m N
m N 5 S S$o$m Om O O S p Op p Sp O S S S$S$11Opp O O O S S m Om$�m Sm�pp 5 O OO O S�8888
Ip S 8 em 8em S O O 8 O S 8 8 8 S S coo.
O O
I`IrY�mN ObObrO�mNA<OWi��nNO N O_OYNIOON022 SCNIOOmb��ONNN VrifOV.IWDmOo�N
E.Q m N m W r m
Nm(V�mbmwNNNm�mim mmN OOp�pp l7�Ipp m�IppmNh Vi�CI IV NI�NNNOl Yf pmp.,i V1 IA W m W a
N N 0 N m q q N N N g N N N N N q w N N N N N N p N N N M N N N NIA N q m
3 NN N N N N N H p N N N W I'm
5 • N
m K
YN
C I'ID
W j
5 �
Mme
88N NN 8Ow-�S5I�M8r88ON 8rN AN$N Y8r1 O 8O8OIN NNN$.Npp$IINppr N IIppp IINpp NIIpp 1Nmm�H mM QNNp y N N N p 8Y�y„8pIp8
8
.RmA
8NrQVCbNN VN. . NNww N - -
ONNNO w N N H
< m
C10-4
ATTACHMENT 1
$888888SSS88888888SSSSSSSS8S888S88SS8888888 88SS88S88SS
�YIphG OG pp ppO ON OOYIN poOOO OON GpppC��"`.yQlC71�4YNf oQNOOl p10$mNO{y$O 1�p�NIP$QONNv�Q$<ONON(p N�p m0pm.�p. . . .OmSm0ON0N0NAQ�T01
A
(C11{(pl fWp yNNNNNYHIN bOmI b m
YIm NNNONMYIN NN Np Ny NN NNNNN19 H1ANNNNyNpNNNNNNNNNNVINN NNpNNNp�p
S
N M
C
N 9
C
mm e
S U A m O O O O O O O O S S S S S S S S S S S O S S S S O O S S O O O S S S S S S S S S S O O
m y Z p N C C OO O oG^O O Y f Y f 0 0 0 N
O ONtO^NOOK SSSfmNSm m SI"1^OI tm 1ASS mmryNO ^S0�pp88bl(IN NOI�ppB SQI�N
Y C y L' M N N Cl IO N Q CI 1�N 0 4 m O O y O y(Op(Np 01 4�ImO(p m m N 0 N N N y N�1m A 4 b ml(7�1pn(0p1 N M N 17 I7 N Ol 61 m
N N N N N.23 N N N N N M N M N N H y N m N N N N N N N N N N N N S p N M p
N N
SV
L
y O O O O O O O O O O O O O O O O O O O O
e s:oB000SS$$$oo00808088$8888o888$SS08S8$o$88SS$oo$$ ooSoeo
mvio vi o000
e 0 o c
988588888SS 8 8 8 88 8 8885 8
10000�0p�0p�0p Y1 pN Vy1 YOf NmNNONNNNNNpN�NNN pO QO Np0 p00 VmOI YIONNNNND ONOOOQS00 m
t m N N N�'1 NON YI N Q p N N y N N N N N H H N h N N N N N N N N N N N N N H H
n N M o
e H p
w
m
5
� m
098 a
c
C y 0 7 p
8 U m
Wc HN m SCNNN_YNI S8�pS8Q0S8Q0S S S S SQ SQ SQQ SC$C OC SO O SOOppS O S S S S S S SQ S00-
.8
O S SSSSS
OOOOOLS( N8 NS O 888SS5889999NS gm 88S S880S04 SSOO
O
SQ 00
MNhh(p 11������NmpOpM m�pmpp W[Opp4l pyplamp0mmb rI CI CI�NONNOO
WVLL'�OI N VI Y1N
CIO-5
ATTACHMENT 2
council nl,",m, 'April 5,2011
j acEn6A Repoat �mNmx.
CITY O F SAN LUIS O B I S P O
FROM: Jay D. Walter, Director of Public Works 9ADW
Prepared By: Jennifer Lawrence, Engineering Technician III
SUBJECT: WATERLINE REPLACEMENTS 2010-2011, SPECIFICATION NO. 90936
RECOMMENDATION
1. Approve the plans and specifications for the "Waterline Replacements 2010-2011" Project,
Specification No. 90936.
2. Authorize staff to advertise for bids and authorize the City Manager to award the contract if
the lowest responsible bid is within the Engineer's Estimate of$862,935.
DISCUSSION
Replacement of water distribution pipes and related facilities is an ongoing program to replace
aging, substandard and deteriorating infrastructure. This program has three objectives:
1) Ensure reliable water services
2) Reduce the need for emergency repairs
3) Enhance available fire flows
Based on priorities set by the Utilities Department, certain waterlines have been selected for
replacement as shown on the Attachment. The assumed useful life expectancy of water lines is
50 years. The waterlines proposed for replacement with this project were originally installed in
1940s, 50s and early 60s. Presently the water mains on this project are substandard, deteriorated
and leaking. Their replacement will eliminate capacity issues and improve water flow for fire
protection. Replacing these waterlines will result in lower costs and reduced customer impacts
that would otherwise be associated with emergency repairs and provide more time for preventive
maintenance, which prolongs the expected service life of Water Distribution facilities and
equipment.
CONCURRENCES
The Community Development Department has granted a Notice of Exemption since minimal
environmental impacts are anticipated.
FISCAL IMPACT
Waterline improvements are included in the 2009-11 Financial Plan Appendix B,pages 3-74 for
Water Distribution System Improvements which identifies a cost estimate of$1,031,000 for this
project. Added to this project, but not included in the 2009-11 Financial Plan, is a waterline
C10-6
ATTACHMENT 2
J
Waterline Replacements 2010-2011, Specification No. 90936 Page 2
replacement on Higuera Street from High to South which adds an estimated cost of$163,500.
This line was advanced to allow replacement to occur prior to the reconstruction of this area of
Higuera Street. Funding for this project is available in the Water Distribution System
Improvements Master Account which has a current available balance of $1,638,320. The
estimated project costs are displayed below. A Budget Amendment Request will be processed to
transfer funding from the Master account to the project's construction account. There is
sufficient funding to support this project request.
Estimated Project Costs
Construction(En gineer'sEstimate):_ _ $862,935
Construction Contingencies: + $130,000
Total for Construction: $992,935
I
Materials Testing: $10,000
Miscellaneous (incl tinting) $500 j
Total for other costs: $10,500
,Total Cost of Protect ? $1,003,435
_._.— ------------- ...... -- -.. .........
Dist System Impr Master Account (9022 7)
(Available Budget S1,638,320
ATTACHMENT
Location Map
AVAILABLE FOR REVIEW IN THE COUNCIL READING FILE
Plans and Special Provisions
T:\Council Agenda Reports\Public Works CAR\2011\aP\90936 Waterline Replacements 2010-11\90936 CAR adv.doc
C10-7
{ ATTACHMENT 3
CITY OF SAN LUIS OBISPO
CALIFORNIA
FORM OF AGREEMENT
THIS AGREEMENT, made on this day of , 2011, by and between the
City of San Luis Obispo, a municipal corporation and charter city, San Luis Obispo County,
California (hereinafter Called the Owner) and D-KAL Engineering, Inc. (hereinafter called
the Contractor).
WITNESSETH:
That the Owner and the Contractor for the consideration stated herein agree as follows:
ARTICLE 1, SCOPE OF WORK: The Contractor shall perform everything required to
be performed, shall provide and furnish all of the labor, materials, necessary tools
expendable equipment, and all utility and transportation services required to complete all
the work of construction of
WATERLINE REPLACEMENTS 2010-11, SPEC NO. 90936
in strict accordance with the plans and specifications therefore, including any and all
Addenda, adopted by the Owner, in strict compliance with the Contract Documents
hereinafter enumerated.
It is agreed that said labor, materials, tools, equipment, and services shall be furnished
and said work performed and completed under the direction and supervision and subject
to the approval of the Owner or its authorized representatives.
ARTICLE II, CONTRACT PRICE: The Owner shall pay the Contractor as full
consideration for the faithful performance of this Contract, subject to any additions or
deductions as provided in the Contract Documents, the contract prices as follows:
Item Item Unit of Estimated Item Price Total
No. Measure Quantity (in figures) (in figures)
1 Install 8"Class 305 PVC Water LF 5045 $95.50 $481,797.50
Main
2 Install 8"Class 350 DI Water LF 56 $120.00 $6,720.00
Main, per Detail "A"
Remove(E)8"Waterline and
3 Install (N)8"Class 305 PVC LF 1.77 $110.00 $19,470.00
Water Main in place(Higuera)
Remove and Dispose of
4 Abandoned Waterline as needed LF 50 $25.00 $1,250.00
(Slack)
5 Abandon Existing Water Facilities LS 1 $13,877.00 $13,877.00
C10-8
-� ATTACHMENT 3
Item Unit of Estimated Item Price Total
No. Item Measure Quantiin figures)ty (' g ures
) (in figures)
Install Temporary Highline to
6 provide service to three(E) LS 1 $1,500.00 $1,500.00
meters on Higuera during
construction activities as needed
7 Remove(E)and Install (N) Fire EA 6 $7,500.00 $45,000.00
Hydrant Assembly and Reflectors
8 Remove(E) Fire Hydrant EA 1 $961.00 $961.00
Assembly and Reflectors
9 Install (N)Fire Hydrant Assembly EA 1 $6,900.00 $6,900.00
and Reflectors
10 Tie-in(E) Fire Hydrant to (N) EA 2 $3,000.00 $6,000.00
Water Main, Detail 2
11 Tie-in Water Service, Detail 1 EA 26 $1,000.00 $26,000.00
12 Tie-in Water Service, Detail 2 EA 21 $1,075.00 $22,575.00
13 Tie-in Water Service, Detail 3 EA 3 $2,225.00 $6,675.00
14 Tie-in Water Service, Detail 4 EA 3 $2,775.00 $8,325.00
15 Tie-in Water Service, Detail 5 EA 7 $4,360.00 $30,520.00
16 Tie-in Water Service, Detail 6 EA 6 $462.00 $2,772.00
17 Tie-in 8"Water at South and LS 1 $3,500.00 $3,500.00
Higuera
18 Tie-in 6"Water from Vault on LS 1 $4,025.00 $4,025.00
Higuera, near Sta 5+24
19 Tie-in 4" Fire Service on Higuera, LS 1 $4,025.00 $4,025.00
near Sta 5+68
20 Tie-in 8"Water at High LS 1 $5,775.00 $5,775.00
21 Tie-in 10"Water at South and LS 1 $4,000.00 $4,000.00
Parker
22 Tie-in 4" Fire Service at Parker, LS 1 $3,800.00 $3,800.00
near Sta 21+70
C10=9
. t8-
V 1
'ATTACHMENT 3
Item Item Unit of Estimated Item Price Total
No. Measure Quantity (in figures) (in figures)
23 Tie-in 8"Water at Parker, near LS 1 $7,276.00 $7,276.00
Sta 25+65
24 Tie-in 8"Water at Sandercock LS 1 $7,300.00 $7,300.00
and Ward
25 Tie-in 8"Water at High and Ward LS 1 $7,400.00 $7,400.00
26 Tie-in 8"Water at High and Leff LS 1 $6,675.00 $6,675.00
27 Tie-in 8"Water at Beach and Leff LS 1 $9,775.00 $9,775.00
Tie-in 8"and 10"Water at <4'
28 Nipomo and Leff LS 1 $9,565.00 $9,565.00
29 Tie-in 8"Water at Santa Barbara LS 1 $8,000.00 $8,000.00
and Broad
30 Tie-in 6"Water at Santa Barbara LS 1 $6,455.00 $6,455.00
and Broad
31 Tie-in 4" Fire Service at Santa LS 1 $4,286.00 $4,286.00
Barbara and Roundhouse
32 Tie-in (N)8"Water at Santa LS 1 $4,675.00 $4,675.00
Barbara and Roundhouse
33 Tie-in 4" Fire Service at Santa LS 1 $3,350.00 $3,350.00
Barbara, near Sta 57+05
34 Tie-in 4" Fire Service at Santa LS 1 $3,250.00 $3,250.00
Barbara, near Sta 58+00
35 Tie-in 4"Water at High and Santa LS 1 $3,375.00 $3,375.00
Barbara
36 Tie-in 8"Water at High and Santa LS 1 $7,200.00 $7,200.00
Barbara
37 Tie-in 6" Fire Service at LS 1 $3,200.00 $3,200.00
Roundhouse, near Sta 72+50
38 Tie-in 4"Water at Roundhouse, LS 1 $3,200.00 $3,200.00
near Sta 73+22
39 Tie-in (N)8"Water at LS 1 $4,775.00 $4,775.00
Roundhouse and Emily
C10-10
- Al-iACHMENT 3
Item Item Unit of Estimated Item Price Total
No. Measure Quantity (in figures) (in figures)
40 Tie-in 8"Water at Grand and LS 1 $7,075.00 $7,075.00
Slack
41 Tie-in 8"Water at Graves and LS 1 $7,225.00 $7,225.00
Slack
42 Tie-in 8"Water at Henderson and LS 1 $7,475.00 $7,475.00
Slack
Remove and Replace PCC
43 Cross-Gutter where(N)Water SF 45 $19.00 $855.00
Main crosses
44 Trench Shoring at Parker, near LS 1 $115.00 $115.00
Sta 25+50
45 Trench Shoring at Santa Barbara, LS 1 $115.00 $115.00
near Broad
46 Trench Shoring at Santa Barbara LS 1 $115.00 $115.00
and Roundhouse
47 Tie-out(E)Centerline Monument EA 8 $89.00 $712.00
48 Restore Centerline Monument EA 4 $650.00 $2,600.00 v
Install Video Detection System
49 (single-phase)at Higuera and LS 1 $52,300.00 $52,300.00
South
Cut(E)Signal Detection Loops
50 and Install (N)Signal Detection LS 1 $5,500.00 $5,500.00
Loops at Higuera and High
Cut(E)Signal Detection Loops
51 and Install (N)Signal Detection LS 1 $6,600.00 $6,600.00
Loops at Broad and South
52
Install Video Detection (phase 3) LS 1 $1,000.00 $1,000.00
at Santa Barbara and Broad
53 Comply with OSHA LS 1 $19,875.00 $19,875.00
BID TOTAL: $916.786.50
C10-11
ATTACHMENT 3
Payments are to be made to the Contractor in accordance with and subject to the
provisions embodied in the documents made a part of this Contract.
Should any dispute arise respecting the true value of any work omitted, or of any extra
work which the Contractor may be required to do, or respecting the size of any payment to
the Contractor, during the performance of this Contract, said dispute shall be decided by
the Owner and its decision shall be final, and conclusive:
ARTICLE III, COMPONENT PARTS OF THIS CONTRACT: The Contract consists of the
following documents, all of which are as fully a part thereof as if herein set out in full, and if
not attached, as if hereto attached:
1. Notice to Bidders and information for bidders.
2. Standard Specifications, Engineering Standards and Special Provisions.
2. Accepted Proposal.
4. Public Contract code Section 10285.1 Statement and 10162 Questionnaire.
5. Noncollusion Declaration.
6. Plans.
7. List of Subcontractors.
8. Agreement and Bonds.
9. Insurance Requirements and Forms.
ARTICLE IV. It is further expressly agreed by and between the parties hereto that should
there be any conflict between the terms of this instrument and the bid or proposal of said
Contractor, then this instrument shall control and nothing herein shall be considered as an
acceptance of the said terms of said proposal conflicting herewith.
IN WITNESS WHEREOF, the parties to these presents have hereunto set their hands this
Year and date first above written.
CITY OF SAN LUIS OBISPO, -
A Municipal Corporation
Katie Lichtig, City Manager
APPROVED AS TO F RM: CONTRACTOR
Ch etrick D-KAL Engineering, Inc.
Attorney David Loughran, President
C10-12
L
""A council memoRAnaum
May 17, 2011
RED FILE
TO: City Council MEETING AGENDA
FROM: Jay D. Walter, Director of Public Works DAT s / ITEM # Go
VIA: Katie Lichtig, City Manager@
SUBJECT: RED FILE ITEM CIO—Waterline Replacements 2010-2011, Spec. No. 90936
The staff report that was included in the Agenda packet for this item did not include a project
vicinity map. Attached please find a vicinity map for Item C10. If you have questions, please
contact.Jay Walter, Director of Public Works.
Attachment
Vicinity Map—Waterline Replacements 2010-2011 Spec. No. 90936
G:\Stafi-Reports-Agendas-Minutes\_CCMemos\2011\90936 Red Vicinity.doc
1 OD Wan.
a COUNCIL o CDD DIR
a CI7YMGR a FIT DIR
a ASSTCM a FIRE CHIEF
a ATTORNEY a PWDIR
e o CLLERKMIG POLICE CHIEF
n
PM
0 PARKS&RECOIR
o UJIL DIR
o NEW77ME5 o HRDIR
a SLOMYNEWS a COUNCIL
a CITY MGR
o CLERK
ATTACHMENT
Sl Ar.y
FV r C ALBERTI HAYS CD
F ' N 101
9<T o o MCCOLLUM V)
FREDERICKS
IN,
cc
STAFFORD LOC
\
MURRAY \\ ON T07❑ ��
z 3 \ c� c FlELD J
C
v Z \
PHIWPS
PEACH 9 �O� p� .19o
e O
\�\S
N o D O ���' / tiF EN
KRI y
NNIFER
L) �
HIGH O�� m \\ RACHELCT.. Al
W ❑0 ]�D ZQ� o�
LOREN �w
I = m BRANCH a x N OUNDHO \\\ ' CH
o SYPH SOUTH \
IN,
m Z 3
UN ON
BRIDGE a Q o z INN o
CORRIDA ❑ \
❑ OODBRIDGELLJ
O �o
z UDILL
= o
W
city of VICINITY MAP
ffil San tins OBISp0 WATERLINE REPLACEMENTS 2010-11
SPECIFICATION NO. 90936