HomeMy WebLinkAbout2008/11/25 Item 7
CITY COUNCIL
AGENDA STATEMENT
~\(f~ CITY OF
~CHULA VISTA
11/25/08, Item i
SUBMITTED BY:
PlJBLIC HEARING TO CONSIDER WANING DEFECTS IN THE
BID RECENED FOR THE "SEWER REHABILITATION
PROGRAM-PHASE 2, FISCAL YEAR 2005/2006 TO FISCAL
YEAR 2007/2008 VARIOUS LOCATIONS IN THE CITY OF
CHULA VISTA, CALIFORNIA (SW250B)" PROJECT PER CITY
CHARTER SECTION 1009
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
CHULA VIST A WANING DEFECTS IN THE BID, ACCEPTING
BIDS AND AWARDING CONTRACT FOR THE "SEWER
REHABILITATION PROGRAM-PHASE 2, FISCAL YEAR
2005/2006 TO FISCAL YEAR 2007 /2008 VARIOUS LOCATIONS
IN THE CITY OF CHULA VISTA, CALIFORNIA (SW250B)"
PROJECT TO BURTECH PIPELINE, INC. IN THE AMOUNT OF
$574,176.50
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
CHULA VISTA AUTHORIZING THE TRANSFER OF
AVAILABLE SEWER FACILITY REPLACEMENT FUNDS INTO
"SEWER REHABILITATION PROGRAM - PHASE 2, FISCAL
YEAR 2005/2006 TO FISCAL YEAR 2007/2008 VARIOUS
LOCATIONS IN THE CITY OF C~A VISTA (SW250B)"
DIRECTOROFENGINEERIN~
DIRECTOR OF PUBLIC WORKS ~r
ITEM TITLE:
REVIEWED BY:
~
INTERIM CITY MANAGER 7/
4/5THS VOTE: YES 0 NO [gJ
SUMMARY
On October 15, 2008, the Director of Engineering received three sealed bids for the "Sewer
Rehabilitation Program - Phase 2, Fiscal Year 2005/2006 to Fiscal Year 2007/2008 various
locations in the City of Chula Vista (SW250B)" project. The project will replace existing broken
sewer mains and laterals, repair cracked sewer lines, and replace asphalt concrete pavement in
various locations throughout the City.
ENVIRONMENTAL REVIEW
The Environmental Review Coordinator has reviewed the proposed project for compliance with
the California Environmental Quality Act and has determined that the project qualifies for a
Class I categorical exemption pursuant to Section 15301 (Existing Facilities) of the State CEQA
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11/25/08, Item L
Page 2 of 4
Guidelines because the project involves repairing and replacing where necessary, existing sewer
facilities. Thus, no further environmental review is necessary.
RECOMMENDATION
Council conduct the public hearing and adopt the resolutions.
BOARDS/COMMISSION RECOMMENDATION
Not applicable.
DISCUSSION
On April 15, 2008, City Council awarded the Sewer Rehabilitation Program - Phase I (SW240A)
project (Resolution 2008-096) to KTA Construction, Inc. Due to staffing constraints, the annual
rehabilitation project was broken into two phases for ease of management. Currently, the Sewer
Rehabilitation Program-Phase I is nearing the completion of its contract. For Phase I, eighty-
five percent (85%) of the repairs were located within the west side of Chula Vista and the
remaining fifteen (15%) percent were located in the east side ofI-805 Freeway.
With Phase I nearing completion, staff prepared documents for the construction of Phase 2.
Locations for Phase 2 are based on the results of compiled data inspections, including those
performed with a closed circuit television camera. From these data inspections, a list of sewer
mains in need of the rehabilitation was recommended. Certain sections of pipe are cracked and
need to be replaced, repaired or relined to prevent groundwater infiltration or leaching of raw
sewage into the ground. Also, a number of the sewer access manholes were identified by the
Public Works Department as requiring replacement. The general scope of the project involves
the replacement of existing broken sewer mains and laterals, the installation of pipe lining to
repair cracked sewer lines, the replacement of sewer access holes, trenching, and asphalt
concrete pavement.
This annual project will include all labor, material, equipment, tools, transportation,
mobilization, control of sewage flows, traffic control, removal and disposal of existing
improvements, protection and restoration of existing improvements, and other miscellaneous
work necessary for the project. The locations and types of work to be done for Phase 2 of the
annual Sewer Rehabilitation program are detailed in Tables A through C (Attachment I).
The method used for the rehabilitation of the City's sewer mains and laterals employs a cure in
placement procedure. This method is a specialty liner designed to seal connections on lined pipe
less than 24 inches in diameter. It is a fiberglass laminate fully impregnated with an ultra violet
curing resin which is installed using equipment that inflates and pushes the liner into the
connection, leaving a 2 to 3-inch brim in the main pipe. Installed from inside the main pipeline
after lateral reopening, it provides a watertight seal at the connection. It also stops infiltration of
ground water, which can cause overloading of treatroent plants and ex-filtration of sewer water
into the ground.
On October 15, 2008, the Director of Engineering received three bids for the "Sewer
Rehabilitation Program - Phase 2, Fiscal Year 2005/2006 to Fiscal Year 2007/2008 various
locations in the City of Chula Vista (SW250B)" project. All proposals were contingent upon a
base bid and one additional alternate bid to rehabilitate five manholes (located at Harnden Dr., E
St./Landis Ave., 2 on Otay Lakes Rd. west ofSt. Claire Dr, ReislinglChardonnay Terrace). Staff
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11/25/08, Item~
Page 3 of 4
carefully analyzed the three bids submitted and determined that while all three bids contained
minor errors, the apparent low bidder's mathematical error favors the City's interest and was not
significant. Burtech Pipeline, Inc., the apparent low bidder, submitted a letter acknowledging its
$220.50 mathematical error, agreed to their submitted value (Attachment 2) and will honor the
lump sum bid price as submitted. Tonight's action will award the contract contingent upon the
submitted total base bid price. The bids from the three contractors are:
CONTRACTOR TOTAL
Burtech Pipeline, Inc. - Encinitas, CA $574,176.50
Southwest Civil Contracting, Inc. - San Marcos, CA $715,094.00
MJC Construction - Chula Vista, CA $949,945.00
The low bid by Burtech Pipeline, Inc. of $574,176.50 is $63,878.50 (10%) below the Engineer's
estimate of $638,075. The Engineer's estimate was based on average prices for similar types of
work completed during the last two years. Staff believes this action would benefit the City in the
form of saving the City more than $141,000. This Contractor has done previous work for the
City and all work was found to be satisfactory. All references checked were verified and
references confirmed that the Contractor's work has been satisfactory. The Contractor's License
Number is 718202 and is current and active. After reviewing the low bid, staff recommends
awarding a $574,176.50 contract to Burtech Pipeline, Inc. of Encinitas, California.
The locations of the proposed work are located throughout the City. Fifty-eight percent (58%) of
the repairs are located within the west side of Chula Vista and the remaining forty-two (42%)
percent are located in the east side ofI-805 Freeway (Attachment 3).
Approval of this resolution will authorize an inter-project transfer and authorize City staff to
expend all available funds and increase the value of the contract as necessary due to unforeseen
circumstances. Unforeseen circumstances may cause an increase in quantities beyond what was
anticipated during the preparation of the project specifications. Due to the age of the City streets
in the western part of the City, "unforeseen circumstances" may occur during the removal of the
existing sewer mains and excavation occurring within the street. Field conditions could also
differ from the proposed improvement plans and specifications. As a result, additional material
may be required to rehabilitate the project site, which could lead to possible "Change Orders" to
the contract. This is a typical situation with all sewer rehabilitation projects built in this area.
According to City Council Policy No. 574-01, if a change order exceeds the cumulative contract
change order aggregate amount allowable to be approved by the Director of Public Works
Operations, City Council approval is required. Under said City Council Policy the amount
would be $43,192.36. However, approval of tonight's resolution will increase the Director of
Public Works Operations' authority to approve change orders as necessary up to the contingency
amount of $64,000. If this money is not used during construction, the unexpended funds will be
redistributed back to the appropriate original funding source.
Wage Statement
The contractors who bid on this project were not required to pay prevailing wages to persons
employed by them for the work performed under this project. A "Notice to Contractors" was
sent to various trade publications in order to encourage disadvantaged businesses to bid on the
proj ect.
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11/25/08, Item~
Page 4 of 4
Disclosure Statement
Attached is a copy of the Contractor's Disclosure Statement (Attachment 4).
DECISION MAKER CONFLICT
Staff has reviewed the decision contemplated by this action and has determined that the decision
concerns repairs, replacement, or maintenance of existing streets, water, sewer, storm drainage or
similar facilities and, therefore, there is not a material financial effect of the decision on the
property holdings of the City Council Members pursuant to California Code of Regulations
Sections I 8704.2(b)(2) and 18705.2(b)(1).
FISCAL IMPACT
Sufficient Sewer Facility Replacement funds were previously appropriated under Fiscal Year
2007/2008 and Fiscal Year 2008/2009 Capital Improvement Program (CIP) budgets for sewer
rehabilitation projects. It is proposed that these funds be combined and transferred into the
"Sewer Rehabilitation Program - Phase 2 Fiscal Year 2005/2006 to Fiscal Year 2007/08 various
locations in the City of Chula Vista (SW250B)" project to perform the required work.
FUNDS REOUIRED FOR CONSTRUCTION
A. Contract Amount $574,176.50
B. Contingencies (approximately 11%) $64,000.00
C. Staff Costs from the contract amount:
Design Staff (10%) $57,222.00
Construction Inspection (15%) $86,126.50
TOTAL $ 781,525.00
FUNDS AVAILABLE FOR CONSTRUCTION
Available Balance:
A. Sewer Facility Replacement funds FY 2007/2008 (SW250) $653,125
Inter-Project Transfers to SW250:
Sewer Facility Replacement funds FY 2008/2009 (SW255) $128,400
TOTAL $ 781,525.00
Upon completion of the project, the improvements will reqUITe only routine City sewer
maintenance.
ATTACHMENTS
1. Table A through Table C of work to be done
2. Burtech Pipeline, Inc. letter
3. Plats of work locations to be done
4. Disclosure Statement from Burtech Pipeline, Inc.
Prepared by: Paten San Pedro, Engineering Department
M:\General Services\GS Administration\Council Agenda\SW250B\SW250B Al13 Sewer Rehab ProgramREV2.doc
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TABLE A (SEWER REHABILIATION PROGRAM, FY '05/'06 TO FY '07/'08 SW-250B)
SEWER SEGMENTS TO BE REPAIRED/LATERAL CONNECTIONS TO BE REPAIRED, PROTRUDING LATERALS TO BE
CUT AND JOINTS LATERALS TO BE WRAPPED WITH ROOT BARRIER
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P LATERAL WYE NUMBER LATERAL WYE -
P L SIZE FOOTAGE FROM TO CONNECTIONS OF CONNECTIONS
I A LOCATION OF TOBE M.H. M.H. DEPTH TOBE SECTIONS TOBE DESCRIPTIONS
P T PIPE REPLACED # # (fl) WRAPPED TOBE RE-OPENED
E S (fl) W/ROOT REPAIRED AFTER
BARRIER RE.L1NING
Spot Repeir. 220' @: 15.0' - 24.0',
59' - 128'; 184'. 196',242' - 248',
. 272'- 292', 375'- 384', 387' - 393',
208 I 409'.415',490'.505',513'.519',
\6 l MADRONA 8" 220' 5303 53\7 10.0' 26 \7 32 563' . 583', 591' . 603',
STREET VCP 608' . 614', 621' . 627',
631' - 637', 638' . 644',
647' - 653'; 26 - Lateral Repairs;
32 - Lntcrnl Rc-open; 275' - Roal
Burrier; 665' - Rc-lining
Spot Repair - 129' @ : 33' - 39',
662 ARTHUR 8" 42' .106', 111'- 117', 120' - 130:,
17 2 \29' 3069 2986 7 5 8 9 134'.150',154' -160',197' - 212';
AVENUE VCP 225' - 231': S-La!eral Repairs;
9-Lntcral Re-open; 75'-Root
Barrier; 3IZt-Rc-line
Spot Repeir. 190' @ : 42' - 54';
81' - 87', 93' - 114', 124' - 130',
73 EAST 136' . 151', 186'. 192', 222' ~ 231',
8" 241' . 268', 272' . 302',
\8 3 QUEEN ANNE VCP \90' 5716 57\7 8 12 \3 . 16 305' . 323', 340' - 352', 356' -
DRIVE 374', 385' - 395'; 12 - Laternl
Repairs; 16 - Loteral Rc-open;
230 I _ Rool Barrier; 400' - Re-
lining
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TABLE A (SEWER REHABILIATION PROGRAM, FY '05/'06 TO FY '07/'08 SW-250B)
SEWER SEGMENTS TO BE REPAIRED/LATERAL CONNECTIONS TO BE REPAIRED, PROTRUDING LATERALS TO BE
CUT AND JOINTS LATERALS TO BE WRAPPED WITH ROOT BARRIER
P LATERAL WYE NUMBER LATERAL WYE -
P FOOTAGE CONNECTIONS CONNECTIONS
I L SIZE TOBE FROM TO DEPTH TOBE OF TOBE
P A LOCATION OF REPLACED M.H. M.H. (ft) WRAPPED SECTIONS RE-OPENED DESCRIPTIONS
T PIPE # # TOBE
E S (ft) W/ROOT REPAIRED AFTER
BARRIER RE-L1NING
Spot Repair - )3' @ : 8' - 14';
19 4 1147 OCELOT 8" 33' 6589 6590 6 2 3 10 121' -127', 250' - 271'; 2 - Lute,.1
AVENUE VCP Repairs; 10 - Lntcral Rc-open; 105'
Root Barrier; 300' - Re-lining
SpotRep.ir - 51' @ : 27' - 39',
122' - 128', 160' - 172',
20 5 53 SHASTA 8" 51' 2862 2876 6 8 5 10 243' - 249', 2B7' - 301'
...... STREET PVC 8 - Lateral repair; 10 - Lateral re-
I open, I05'.Root Burrier;
m
. 310'-Re-lining
Spo'Rcp.ir - 18' @ : 152'- 158',
1403 OCALA 8" 167' - 174', 18B' - 195',
23 7 COURT VCP 18' 6751 6752 6 1 3 6 I w Lateral repair; 6 - Lateral re..
open, 95'.Root Burrier;
200'-Re-lining
SpotRepair - 21' @ : 20' - 29',
662 MINOT 8" 191' - 197', 214' - 230',
24 8 AVE VCP 21 ' 3388 3300 6 2 3 7 2 - Lateral repair; 7 - Loteml re-
open, 11S'.Rool Barrier;
. 250'-Rc-lining
TABLE A (SEWER REHABILIATION PROGRAM, FY '05/'06 TO FY '07/'08 SW-250B)
SEWER SEGMENTS TO BE REPAlREDILATERAL CONNECTIONS TO BE REPAIRED, PROTRUDING LATERALS TO BE
CUT AND JOINTS LATERALS TO BE WRAPPED WITH ROOT BARRIER
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P LATERAL WYE NUMBER LATERAL WYE-
P L SIZE FOOTAGE FROM TO CONNECTIONS OF CONNECTIONS
I A LOCATION OF TO BE M.H. M.H. DEPTH TOBE SECTIONS TOBE DESCRIPTIONS
P T PIPE REPLACED # # (ft) WRAPPED TO BE RE-OPENED
E S (ft) W/ROOT REPAIRED AFTER
BARRIER RE-L1NING
560 MARINA
PARKWAY SpotRepnir. IS' @ : 73' - 82',
25 9 (California 1011 IS' 4180 4140 12' 0 2 0 88' - 94' ; 0 ~ Lateral repair;
Yacht YCP 0 . Lateral rc~open. 6O'-Root
Marina) Barrier; 20S'-Rc-lining
560 MARINA
PARKWAY SpotRcpair - 18' @ : 8' - 14',
26 9 (California 10" 18' 4140 4105 \2' 0 3 0 69' - 75', 165' - 17t' ; 0 - L,te,nl
Yacht YCP repair; 0 - Lateral Te-open, GO'-Root
Marina) Bnrrier; 185'-Rc-lining
560 MARINA
PARKWAY SpotRcpuir - 6' @ : 160' - 166';'
27 9 (California 10" 6' 4101 4072 12' 0 I 0 o - Lateral repair; 0 - Luternl rc-
Yacht VCP open, 60' -Root Barrier; 170' .Re.
Marina) lining
3681 BONITA SpotRepair-24'@: 4'- 10\
8" 29'-35',49'-55',195'-20t';
28 10 VERDE VCP 24' 7628 7625 9 0 4 3 0- Lateral repair; 3 - Loteral rc-
DRNE . open, 7S'.Root Burrier; 260'-Re-
lining
TABLE A (SEWER REHAB ILlATION PROGRAM, IT '05/'06 TO FY '07/'08 SW-250B)
SEWER SEGMENTS TO BE REPAIRED/LATERAL CONNECTIONS TO BE REPAIRED, PROTRUDING LATERALS TO BE
CUT AND JOINTS LATERALS TO BE WRAPPED WITH ROOT BARRIER
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P LATERAL WYE NUMBER LATERAL WYE .
P L SIZE FOOTAGE FROM T.O CONNECTIONS OF CONNECTIONS
I TOBE DEPTH TOBE TOBE
P A LOCATION OF REPLACED M.H. M.H. (ft) WRAPPED SECTIONS RE.OPENED DESCRIPTIONS
T PIPE # # TO BE
E S (ft) W/ROOT REPAIRED AFTER
BARRIER RE.L1NING
3649 BONITA SpoIRepair-6'@: 174'-180';
29 10 VERDE 8' 6 7624 7625 9 0 ] 5 o - Lateral repair; 5 - Lateral fe.
VCP open, 7S'-Root Burrier; 228'-Re~
DRIVE lining
APPROX. TOTAL FOOTAGE REPAIR APPROX,
692 ft TOTAL LATERAL TO BE REPAIRED 56 TOTAL 3,910 ft
(8") RE-LINE
(10") 39 ft TOTAL LATERALS TO BE RE-OPENED 99
.
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TABLE B (SEWER REHABILITATION PROGRAM, FY '05/'06 TO FY '07'/08 SW-250B)
SEWER PIPES TO BE LINED / LATERALS TO BE RE-OPENED
p P 2002
J L SIZE OF FOOTAGE TO FROM TOM.H. DEPTH THOMAS
A LOCATION BE LINED LATERALS TO BE RE-OPENED
P T PIPE (ft) M.H. # # (ft) BROS.
E S PAGE
16 I 208 MADRONA 8"VCP 665 5303 5317 10 1310-A6 32
STREET
17 2 662 ARTHUR 8"VCP 312 3069 2986 7 3010 - E7 9
AVENUE
18 3 73 EAST QUEEN 8"VCP 400 5716 5717 8 1330 - ElF 2 16
ANNE DIUVE
19 4 1147 OCELOT 8"VCP 300 6589 6590 6 1330 - Gl 10
AVENUE
20 5 53 SHASTA 8"VCP 310 2862 2876 6 1310 - B7 10
STREET
TELEGRAPH
21 6 CANYON RD 15"RCP 600 4144 4154 15 1331-Al 0
(East of Paseo
Ladera )
TELEGRAPH
22 6 CANYON ROAD 15"RCP 280 4069 4120 t5 1331-Al 0
(West of Heritage
Road)
TABLE B (SEWER REHABILITATION PROGRAM, FY '05/'06 TO FY '07'/08 SW-250B)
SEWER PIPES TO BE LINED / LATERALS TO BE RE-OPENED
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P P 2002
L FOOTAGE TO
I A LOCATION SIZE OF BE LINED FROM TOM.H. DEPTH THOMAS LATERALS TO BE RE-OPENED
P T PIPE (It) M.H. # # (It) BROS.
E S PAGE
23 7 14030CALA 8"YCr 200 6751 6752 6 1330 - G3 7
COURT
24 8 662 MINOT AVE 8"YCP 250 3388 3300 6 1310-C5 7
560 MARINA
PARKWAY
25 9 (California Yacht 10"VCP 205 4180 4140 12 1329 - II 0
Marina)
560 MARINA
PARKWAY
26 9 (California Yacht lo"vcr 185 4140 4105 12 1329-II 0
Marina)
560 MARINA
PARKWAY
27 9 (California Yacht 10" VCP 170 4072 4101 12 1329 - II 0
Marina)
.
28 10 3681 BONITA 8"vcr 260 7628 7625 9 1310-G3 3
VERDE DRIVE
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TABLE B (SEWER REHABILIT A nON PROGRAM, FY '051'06 TO FY '07'/08 SW-250B)
SEWER PIPES TO BE LINED 1 LATERALS TO BE RE-OPENED
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P P 2002
I L SIZE OF FOOTAGE TO FROM TOM.H. DEPTH THOMAS
P A LOCATION PIPE BE LINED M.H. # # (ft) BROS. LATERALS TO BE RE-OPENED
T (ft)
E S PAGE
29 10 3649 BONITA 8"VCP 228 7624 7625 9 1310-03 5
VERDE DRIVE
NlA 13 FIRST AVE 8"VCP 130 5647 5648 6 1330-DZ 6
SOUTH OF NAPLES
N/A 13 FIRST AVE 8"VCP 255 5648 5649 9 1330-DZ 8
SOUTH OF NAPLES
N/A 13 FIRST AVE 8"VCP 135 5649 5654 9 1330-DZ 2
SOUTH OF NAPLES
N/A 13 FIRST AVE 8"VCP 330 5654 5665 8 1330-E3 9
SOUTH OF NAPLES
N/A 13 FIRST AVE 8"VCP 335 5665 5663 8 1330-E3 7
SOUTH OF NAPLES
FIRST AVE
N/A 13 SOUTH OF 8"VCP 145 5726 5727 7 1330-E3 5
OXFORD
TABLE B (SEWER REHABILITATION PROGRAM, FY '05/'06 TO FY '07'/08 SW-250B)
SEWER PIPES TO BE LINED 1 LATERALS TO BE RE-OPENED
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P P 2002
L FOOT AGE TO
I A LOCATION SIZE OF BE LINED FROM TOM.H. DEPTH THOMAS LATERALS TO BE RE-OPENED
P T PIPE (ft) M.H. # # (ft) BROS.
E S PAGE
FIRST AYE
N/A 13 SOUTH OF 8"YCP 135 5727 5728 7 1330-E3 5
OXFORD .
FIRST AYE
N/A 13 SOUTH OF 8"VCP 350 5728 5576 8 1330-E3 7
OXFORD
FIRST AYE
N/A 13 SOUTH OF 8"YCP 60 5776 5775 8.5 1330-E3 0
OXFORD
FIRST A VB
N/A 13 SOffi'H OF 8"YCP 95 5775 5803 8.5 1330-E3 2
OXFORD .
FIRST AVE
N/A 13 SOUTH OF 8"YCP 315 5783 5779 6.5 1330-E3 4
OXFORD
APPROXDdATETOTAL 5270 FT
FOOTAGE 8-INCII LATERALS TO BE RE-OPENED
APPRO~ATETOTAL 154
FOOTAGE IO-INCH 560 FT
APPROX~ATETOTAL 880 FT
FOOTAGE IS-INCH
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TABLE C (SEWER REHABILITATION PROGRAM, FY '05/'06 TO FY '07'/08 SW-250B)
SEWER TO BE REMOYED AND INSTALLATION OF NEW MANHOLE WITH LINING
2~ .."
t'" SIZE OF MANHOLE THOMAS BROS. LATERALS TO BE
~O ~ LOCATION PIPE ID# .DEPTH (ft) PAGE RE-OPENED .
Mt'" ""
ll:IM
,.
1 , 11 304 Surrey Dr 8"YCP 765 7.0 1310 G-4 0
2 11 314 Surrey Dr 8"YCP ; 834 7.0 1310 G-4 0
,
,
3 11 324 Surrey Dr 8"YCP 841 7.5 1310 G-4 0
-,,'-'" -,._--,. '-'-"~'---i-
4 11 331 Surrey Dr 8"YCP 867 11.0 1310 G-4 0
. '....-.."..----- '.m.___.".____c_ . ...'.._------..-, ._-~--_.~...._-,- ""-"'0-_-'_'"''
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I 5 12 343 Surrey Dr 8"YCP 933 7.0 1310 G-4 0
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6 12 351 Surrey Dr 8"YCP 940 7.0 1310 G-4 0
-".........-.....-,--..
7 12 356 Corral Ct 8"YCP 1038 11.0 1310 G-4 0
. -. ._-~_.__._-__,..__ ..__~____ _.J__.__ ..._._.....~,_._._---._._..---
8 12 806 Corral Ct 8"YCP 849 8.5 1310 G-4 0
-. __"m._'.__..._._..__......._ ---r-'" --------------.- ...__._____u..._.__ __no ____.............'''__.____,_. ..... .____.,_____.._____..._..._....___ '--"-'-....-..---.'-
8 NEW SEWER MANHOLE LATERALS TO BE RE-OPENED 0
WITH LINING
TABLE D (SEWER REHABILITATION PROGRAM, FY '051'06 TO FY '07'/08, SW-250B)
IF ADDITIONAL FUNDING IS AVAILABLE
SEWER MANHOLES TO BE REMOVED AND INSTALLATION OF NEW MANHOLE WITH LINING
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THOMAS BROS. PAGE
LATERALS TO BE RE-
OPENED
SIZE OF ; MANHOLE #
PIPE
LOCATION
__ _._L_._._..___._-:.____..____.__~____.~_____~.___
1
2133 HAMDEN DR
8"VCP
2153
1310 B-5
1330 E-5
1330 D-4
4
OTAY LAKES ROAD
13IOB-6
8"VCP
7352
5
INTERSECTION OF 566
REISLING 1 CHARDONNAY
13 10 B-6
8"VCP
310
5
NEW MANHOLE
mSTALLATION
LATERALS TO BE RE-OPENED
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ATTACHMENT' ~c
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genet.ll en<il5F;''"'11n<r c;onlr.ldor
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. ()ctober 22,200S
City of chuia'Vista.
. Public Services Buildirig
276fourthAv~ue,' ., ,
ChulaVista, CA". ....,...
Attention: .PotenSaiIr~clro ... .... ......
Deparn:n~t of Engin,eering, Design.,
.'.-,.
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. '.'
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Re.
Sewe~Reh~biijtatio.nPrograni,.,Phase 2 .
'0'
DeaTMr. San'Pec4'o:
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After.reviewing the. bid Jo.i the .above-ll1entioned project we subn1itted.on October 15,
iOOS;'we found a little errbr onltem)PaxtJ) amounting to .$220.5Q. in the City's favor..
. VI e,wouldlike to l~t you kllow;thatBl1l:tech PipeIiIie,Inc. takes full responsibility" of this ..
. . error and we.assuretheCity that we will hOlior the Lump Sum bid p;rice of$ 574,17650 .
we submitted: We.'have partnered in severs,i jobs in the past and we would like .to
'. .c,ontinue this good working . relationship with the City, we hope this will not. alter. the.':
decisibnof the CitY to: award theprojectt()tls, . . , . . .
. " . . -. - " '. : ,'. ;" . ' . ,,'
MOre powerto.theCity ofChula Vista and we lo,ok forward to start thisjob with you.
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.' Burtech Pipeline, Inc.', 102$ecohd Street, E;ncinitas,CA92024 'Tel (760) 634-2822 , Fax (760) 634-2415. Uc. # 718202"
"7-15
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'I" I.,O CPipe#J7; Plat 2)
662 ARJ..fI()R AVENUE
MH # 3069 to MH # 2986
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s"VGl',"" ,
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'., ...... . Unit Cost in .
'. H~m Description Qty Unit Unit Price inWords Figures Total
. ,.
.... Lump
1. Removal and Disposal I <;even#IJnd l'ecJ pjfhj Vallo"" 'i50.CO 750. CI:J
Sum
2. Trench Shoring 165 Lineal One 06/ (ar /.(b Ic'05.O::>
Feel , ~
t"iF-4 u.rrrS ( ~
3. Television Taped lnspeclion 312 Lineal On.t Ddl/et/ al1u/ /..so 47.50
(CerY) Feel ^ <IJ ~:lfJ.5n
Lineal Oruz Hunolreol . .
4. Sewer Main 129 ThlrfLj fll]h-f /38.00 17, ~OJ.Co
Feel
5. Sewer Laleml's WYE {TEE 5 Each It :Fd4-"'I~~\:fJo/lars J {l!6 ,cJD J 2,{Oo .00
... ,-..- ,. .
6. Sewer Late,al Pipe 10 Lineal . c;eu.-t (l+Lf FI~
Feel Qal( c< K.. 75.00 7!Jo.Od
7. Pipe Lining Sewer Main 312 Lineal ~1 r1Lt-'TWb Pd 11a.1d 9,QgY'dD ,
Feel 3~. cJ<l
8. Re-openingLaleml 9 Each 0Yll-- ti~. ~l Kflj ~fllx . 1(P~c{ /, '-/-';-&.OD
9. Traffic Control & 1 Lump FIJt. 1-1 ().rie1red Do /lCfr'J 9V .00 .5:0, (XJ
Protection and Restoration Sum
~
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SUBTOTAL PART 0:
# 19/ ~ Y).5o
S
M :\General Services\Design\SW-250\PHASE 2\SW250B _ SpecsPhase2.rev5e.doc
8" VCP SWR - 665'
SPOT REPAIRS (A/HI SJOJ to MH/5J17)
LA TERAL DESCRIPl1CJNS
SECTION tGCA nON LENGTH
15.0' 24.0' 9.0'
59.0' - t28,0' 69.0'
r84.0' - 196.0' 1 o'
242.0' - 2'f.B..O' 6.0'
272..0' - 292.0' 20.0'
375.0' - 384.0' 9.0'
387.0 39.J.0 5.0
409.0' - 415.0' 6.0'
490.0' - 5as.O' 15.0
SrJ.o' - 519.0' 6.0'
56300' - 583.0' 20.0'
591.0' - SOJ.O' 12..0'
608.0' - 6r4.0' 6.0
627.0' - 627.0' 6.0'
631.0' - 637.0' 6.0'
6sao' 6+4.0' 6.0'
6"'7.0' - 653.0' 6.0'
~iRO --
^,Ij sr
---
ORA WN BY:
PO TF:N G. SAN PEDRO
DATE: SHEET 1
04-25-08 OF 14 SHTS.
777LE:
-3
ATTACHMENT
*MADRONA ST
o ROOTS I NT OEFCCT
-I ROOTS IN TH~ JOINTS k LA ~AL
J ROOTS AND LA TE1i'Al. DEffCT
, ROOTS AND LA~AL OEFfCT
5 CRACK AT 7H. JOINTS & LA TFRAl.
1 ROOTS IN THE JOfNTS
2 DEFfe71 L41FRAl.
1 CRACK AND LA TERAL DEFECT
.. DEFECl1'-E LA JFRALS
1 ROOTS IN THE LA 1E'RAL
2 R T5 IN TH LA 7ERAL
2 ROOTS. AND LA TeRAL DEFter
o Roars IN 7HE JOINT
o ROOrs IN TH. JOINT
o ROOTS iN THE JOINT
o ROOrs IN THE JOINTS
o ROOTS IN THE JOINTS
I
\...---
...___Cl
\
\
\
CITY OF CHULA VISTA
SEWER REHABILlA T10N (SW250)
PHASE 2
PREPARED BY:
POTF:N G. SAN PEDRO
APPROVED BY:
ROBERTO YANO
7-17
~
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DRAWN BY:
paTEN G.
DATE:
04-25-08
8" vep Sw.'i' - 312' *AR THUR AVE
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SPOT Rf?A1RS (MH, 3069 to MHI 2986)
SEcnON LOCA nON LENGTH LA TERAL DCSarfPTIONS
33.0' 39.0' 6.0' 0 ROOTS IN THE JOINTS
42.0' - 106.0' 54.0' 2 ROOTS. AND l.A7ERAL DUEer
111.0' - 117.0' 6.0' 0 ROOTS IN THE JOINTS
120.0' - '30.0' 10.0' 0 ROOTS IN THE JOINTS
134.0' - 150.0' 15.0' 1 ROO7S. LA TCRAL DVFCT
154.0' 160.0' 6.0' 0 ROOTS IN THE JOINTS
197.0' 212.0' 15.0' 2 ROOTS LA7ERAL DEFECT
225.0' - 2J1.Q' 6.0' 0 ROOTS IN THe JOINTS
TOTAL
LA TERALS
9
\
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*SDG&E UTILITY WITHIN WORK AREA
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SAN PEDRO
SHEET 2
OF /4 SHTS.
TInE:
PREPARED BY:
paTEN G. SAN PEDRO
APPROVf:D BY:
ROBERTO YANO
CITY OF CHULA VISTA
SEWER REHABILlA TlON (SW250)
PHASE 2
7-18
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-
-
SPOT REPAIRS (UH, 5717 to MHl 5716)
SEenON tOCA TlON LENGTH LA TERAL DESCRIP110NS
42.0' - 54.0' 12.0' 0 ROOrs IN mE JOINTS
81.0' - 87.0' 6_0' 0 ROOTS IN mE JOINTS
9.].0' - 114.0' 21.0' J ROOTS. AND TERAL DCFECT
124.0' - 130.0' 6.0' 0 ROOTS IN THE JOINTS
136.0' - 751.0' 15.0' 0 ROOTS IN JOIN CRACKS
188.0' - 192.0' 6.0' 1 ROO AND uTERAL DEFECT
222..0' - 231.0' 9.0' 2 ROOrs. AND LATE7TAL DEFFCr
2-41.0' - 68.0' 27.0' a ffOD1S IN TH. JOINTS
72.0' - 3D .0' .10.0' 1 ROO AND A A 0 'CT
__ 305.0' - 323.0' 18.0' 1 ROO AND LA ~L DmCT
J40.0' - 352.0' 12.0' 0 ROOTS rN mE ROOTS
356.0' - 374.0' 18..0' 2 ROOTS. AND UJEl\"AL OEFECT
___ 385.0' - 395.0' 10.0' 2 ROOTS AND LAT&AL DUEeT
--
--:I:
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~
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*SDG&E WITHIN WORK AREA
QUEEN
73 ~ 5716
MHJr
-
-
c---
--
-
DRAWN BY:
PO TEN G. SAN PEDRO
DA 7[: SHEET 3
04-25-08 OF 14 SHTS.
TITLE:
CITY OF CHULA VISTA
SEWER REHABILlA TlON (SW250)
PHASE 2
PREPARW BY:
POTCN G. SAN PEDRO
APPROVED BY:
ROBERTO YANO
7-19
------- 51 .- --
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495 N 6590
MrI#
8" vep SWR - 300'
*OCELOT A V
SPOT REPAiRS (A/HI 6590 to MHI 6589)
SECTiON tDCA nON WJGTH LA TERAL DESCRIPT1QNS
8.0' - 14.0' 5.0' 0 ROOTS IN JOINTS
'21.0' - 127.0' 5.0' 1 ROO AND LA7t:RAL Queer
250.0' 271.0' 21.0' 1 ROO AND LA1FR'AL DEffCT
*SDG&E UTILITY WITHIN WORK AREA
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DRAWN BY:
POTEN G. SAN PEDRO
DA TE: SHEET 4
04-25-08 OF 14 SHTS.
TITLE:
CITY OF CHULA VISTA
SEWER REHABILlA TION (SW250)
PHASE 2
PREPARED BY:
POTEN G. SAN PEDRO
APPROVED BY.'
ROBERTO YANO
7-20
-
.-&--
-
-
-
*SHASTA ST
1
~
SPOT REPAIRS (MHI 2862 to UHf 2876)
SEC110N WCA nON LENGTH LA TERAL OCSCR1P17ONS
27.0' 39.0' 2 ROOTS. AND LA1ERAL Durer
122.0' - 128.0' .0' 1 ROOTS AND t.A7E'RAL DEFeCT
160.0' _ 1720' 12.0' ROO AND LA7E'RAL VErreT
243.0' - 249.0' 6.0' 1 ROOTS. AND LA TCRAL DfFECT
287.0' - 302..0' 15.0' 2 ROOrs. LATERAL DUECT
*SDG&:E UTILITY WITHIN
D
WORK AREA
fA 51
HAS'
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DRAWN BY.
PO TEN G. SAN PEDRO
DA TE: SHEff 5
04-25-08 OF 14 SHTS.
TITLE:
CITY OF CHULA VISTA
SEWER REHABILlA TlON (SW250)
PHASE 2
PREPARED BY:
PO TEN G. SAN PEDRO
APPROVED BY:
ROBERTO YANO
7-21
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*TELEGRAPH CANYON RD
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NO SPOT REPAIRS (Mffl 4069 to JJHI 4120)
SECTION LOCA 710N UHGTH LA mfAL DESCRlPlIONS
15~ \oCP SlIR UNlNC 28D' 0Nf.1' NO SPOT REPNR
'SDG&:E UnUTY WITHIN WORK AREA
IS" VCP SlW? - 600'
*TELEGRAPH CANYON RD
NO SPOT REPAJRS (A/HI 41+f. III MHI f7!i4)
SECllCW LOCAl1CN LENGTH LAlE'RAL OE:SCRJPTJONS
'5- '..cP S*R UNINC 600' ONU' NO SPOT REPAIR
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.s.wtr<<MA DR
DRAWN BY'
PO TE:N G. SAN PEDRO
oA fe: SHEFr 5
04-25-08 OF 14 SHrs.
TITLE:
CITY OF CHULA VISTA
SEWER REHABILlA TION (SW250)
PHASE 2
PREPARED BY'
POTE:N G. SAN PEDRO
APPROVED BY:
ROBERTO YANO
7-22
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*OCALA CT
A SPOT REPAIRS (MHI 575/ t. MHI 5752)
1. SEcnON toCA nON LENGTH LA TCRAL DESCRJPTlONS
N T52.0' - 158.0' 6.0' 0 BROKEN prp~ E:XAl.1RAnON
l 757.0' 174-.0' 5.0' , LA TERAL DEFECT F:XF1L 11i'A nON
~ 188.0' - 195,0' 6.0' 0 BRQI<ON PIPE EXFlLTRATlON
*SDG&E UTILITY WITHIN WORK AREA
A Cl
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OCALA C
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77TLE:
DRAWN BY:
POTEN G. SAN PEDRO
DA TE: SHEET 7
04-25-08 OF /4 SHTS.
CITY OF CHULA VISTA
SEWER REHABILlATlON (SW250)
PHASE 2
PREPARED BY.'
paTEN G. SAN PEDRO
APPROVED 8Y:
ROBERTO YANO
7-23
~~
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a" vcp Sw.'i' - 250' *MINOT A V
-
SPOT REPAIRS (AlHI 3JBB to MHI 3300)
SECl10N LOC..411ON LENG7H LA 1ERAL DESCR/PTlONS
20.0' - 29.D' I ROOTS. AND LATER. DEffCT
191.D' _ una' 6.0' r ROOTS. AND LAT9ML D CT
214.0' - 220.0' 6.(" , F1N~ ROOTS fN JOINTS
*SDG&:E UTILITY WITHIN WORK AREA
1
~
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MMINOT A
662
DRAWN BY:
POTEN G. SAN PEDRO
DA TE: SHEH 8
04-25-08 OF 14 SHTS.
nTLE:
CITY OF CHULA VISTA
SEWER REHABILlA nON (SW250)
PHASE 2
7-24
PREPARW BY'
POTEN G. SAN PEDRO
APPROVED BY:
ROBERTO YANO
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SPOT REPAiRS (JJH 4101 10 IIH j4072)
SECTION l.OC411ON lENGtH U1al..u, DESCRJPrlONS
rSD.D' - '6 0' . a 'ACX1NC
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SPOT REPNRS (lJH 14140 'I'D JIH #4105)
SECTrON LOC411ON lDlG1H UDAL DF:SCRfPT/ONS
O' _ ,..' 6. . T10N T
6110' - 15.0' "'.0' 0 OSS1RUC17CW T
165.0' - 1710' 6.0' (} INFIl.TRA OUECT
SPOT REPAJRS (IIH .,..tea ro IoIH l,n40)
SEcrrON I.0C411Ci'1 1.ENG1H I.A7E'i'AL D6CR1PTIOHS
. - 0' 90' (} 1tl A .CRA
8110' - !UO' 5.0' " 0NQ1UlJTNA. CRACK1NG
'SDG&E WITHIN WORK AREA
u,,, \I~\\l\ 16'
'" '/If/.-
10' "eP 5
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17
DRAWN BY:
PO TEN Go SAN PEDRO
DA TE:: SHEET 9
04-25-08 OF 14 SHTS
TITLE:
CITY OF CHULA VISTA
SEWER REHABILlA TlON (SW250)
PHASE 2
PREPARED BY:
POTEN G. SAN PEDRO
APPROVED 8Y:
ROBERTO YANO
7-25
DRAWN BY'
paTEN G. SAN PEDRO
DA TE: SHEET 10
04-25-0B OF 14 SHT5.
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SPOt REPNIl (ltH ,n2f TO 1OI/76Z)
S[t:fIfW l~lIQIII I.EHCTH U.DAL COWW!HI'S
'f.D' _ ,0.11' 1.0' .NFll.nt.4m:w REPAIR
tr-.J5.tr 1.0" Q lI'fIt.1JlAntWRtPNIf
+f.Q'-~a' 1.0 IHn..TRJH!ClHRt1'AIIt
1"-0" _ ~'.Q' Hltm.t/lCW fID'.A1If
'SDG.tE IIfTIIIN IIORK AREA
. 8" VCP SIIR - 250'
:.< ~1b~~\\~ *BONITA VERDE DR
Yi f:/o\"'P rt.. \)~ SPOt RePASt (JIH Pfi2$ TO WHPW)
~ --.I(.~.:u: SEC'OQi LOCInOH tEHCTH tA1El'I'Al. CfMIEH1S
174.0' _ 150.0' lur .wRtmA1lCWflEPAJIl
. 'SDGM: IIfTHIN IIORK AREA
I
TITLE:
PREPARED BY'
paTEN G. SAN PEDRO
APPROVED BY:
ROBERTO YANO
CITY OF CHULA VISTA
SEWER REHABILlA TlON (SW250)
PHASE 2
7-26
304
SURREY DR
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ORA WN BY:
POTEN .G. SAN PEDRO
DA TE: SH~ET 11
04-25-08 OF 14 SHTS.
TIllE:
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*SURRY DR AND CORAL CT
SECllON LOCA nON
MANHOLE :s
MANHOLE
MANHDLE ..,
MANHOLE 7
A/ANHot.E D:JB
MANHOlE -f9
MANHOLE J
AlANHQl.E o<<J
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(.1
RDrlOwr AND REPUC~ MANHOlE
LENGTH LA "fERAL CQMIJENTS
0.0' " MANHOLE REPU,CEJ./ENT
a.O' a MANHOLE REPLACDlENT
a.o' 0 MANHlXE REPf..ACSlENT
a.O' (} MAM<<X.E REPt.A.CDlENT
D.O' " MANHOLE REPLACElIENT
0.0' 0 MANHOLE REPUCEJlENT
0.0' a IIANHfXE REPUCEJlen
D.O' 0 MANHOLE REPf..ACEJlENT
!
~
'SDG&E WITHIN WORK AREA
..-
(\J
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CITY OF CHULA VISTA
SEWER REHABILlATlON (SW250)
PHAS~ 2
PR~PARED BY:
. PO TEN G. SAN PEDRO
APPROVED BY.'
ROBERTO YANO
7-27
*SURRY DR AND CORAL CT
SCCllON LDCAlION
MANHOLE 15"5
UANHOlE ~
MANHOLE 41
MANHOlE 67
UANHOl.E 03B
MANHOlE "'9
MANHOlE 3.J
UANHOf.E -4D
REMOVE' AND REPtACE UANHfXE
LENGTH LA 1FRAl COllA/DolTS
0.0' 0 UANHcx.E RCPLACEMENT
0.0' 0 I.tANH~ REPLACEJJOiT
0.0' AlANHOLE REPLACEMCNT
0.0' 0 MANHOLE REPLACEMENT
0.0' 0 MANHOLE REPLACEMOIT
0.0' 0 MANHOLE REP/J.CE1rfENT
0.0' 0 MAJYHOLE REPLACEJlEJIT
0.0' 0 MANHOLE REPUCE:MENT
!
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CORRAL CT
3'56
ORA WN BY:
POTEN G. SAN PEDRO
DA TE:: SHEET /2
04-25-08 OF 14 SHTS.
'<t
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M
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SURREY DR
lITLE:
CITY OF CHULA VISTA
SEWER REHABILlATlON (SW250)
PHASE 2
7-28
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PREPARED BY:
POTEN G. SAN PEDRO
APPRO 'lED BY:
ROBERTO YANO
\
DRAWN BY:
PO TEN G. SAN PEDRO
DA TE: SHEET 1 J
OJ-15-08 OF 14 SHTS.
n M;
CITY OF CHULA VISTA
SEWER REHABILlA TlON (SW250)
PHASE 2
PREPARED BY:
PO TEN G. SAN PEDRO
APPROVED 8 Y:
ROBERTO YANO
7-29
~l
~
~
~
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:1~>j'2.
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~
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ADDITIONAL MANHOLE
IF ADDITIONAL MONEY BECOMES AVAILABLE
DRAWN BY.'
POTEN G. SAN PEDRO
DA TE: SHEET 14
OJ-15-08 OF 74 SHTS.
TInE:
CITY OF CHULA VISTA
SEWER REHABILlA TlON (SW250)
PHASE 2
PREPARED BY:
POTEN G. SAN PEDRO
APPRO VED BY:
ROBERTO YANO
7-30
ATTACHMENT t.{
CITY OF CHULA VISTA DISCLOSURE STATEMENT
Pursuant to Council Policy 101-01, prior to any action upon matters that will require discretionary action
by the Council, Planning Commission and all other official bodies of the City, a statement of disclosure of
certain ownership or financial interests, payments, or campaign contnbutions for a City of Chula Vista
election must be filed. The following information must be disclosed:
1. List the names of all persons having a financial interest in the property that is the subj ect of the
application or the contract, e.g., owner, applicant, contractor, subcontractor, material supplier.
17om'ln; G 'f1udec.h
J l.(. [Ie !:>udec'o
2. If any person' identified pursuant to (1) above is a corporation or partnership, list the names of all
individuals with a $2000 investment in the business (corporation/partnership) entity.
10/4-
3. If any person' identified pursuant to (1) above is a non-profit organization or trust, list the names
of any person serving as director of the non-profit organization or as trustee or beneficiary or
trustor of the trust.
WA,
4. Please identify every person, including any agents, employees, consultants, or independent
contractors you have assigned to represent you before the City in this matter.
0/1<
5.
Has any person' associated with this contract had any financial dealings with an official"~ of tbe
City ofChula Vista as itre]ates to this contract within the past 12 months? Yes_ No~
31
M:\General Services\Design\SW -250\PHASE 2\SW250B _SpecsPha.se2.rev5e.doc
7-31
If Yes, briefly descnoe the nature of thdinancial interest the official-- may have in this contract.
6. Have you made a contribution of more than $250 within the past twelve (12) months to a current
member of the Chula Vista City COWlciJ? No ./ Yes _ If yes, which Council member?
7. Have you provided more than $340 (or an item of equivalent value) to an official-- of the City
ofChuIa Vista in the past twelve (12) months? (This includes being a source of income, money to
retire a legal debt, gift, loan, etc.) Yes _ No L
If Yes, which official-- and what was the nature of item provided?
Date:
/0115/2008
. ,
0/".
Signature of Contra
U. PIP€- U 0G {/0C..
I
ontractor/ Applicant
*
Person is defined as: any individual, firm, co-partnership, joint venture, association, social
club, fraternal organization, corporation, estate, trust, receiver, syndicate, any other county,
city, municipality, district, or other political subdivision, -or any other group or combination
acting as a unit.
**
Official includes, but is not limited to: Mayor, Council member, Planning Commissioner,
Member of a board, commission, or committee of the City, employee, or staff members.
32
M;\Genera1 Services\Design\SW-250\PHASE 2\SW250B _SpecsPhase2.rev5e.doc
7-32
..
RESOLUTION NO. 2008-
-
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
CHULA VISTA WAIVING DEFECTS IN THE BID,
ACCEPTING BIDS AND AWARDING CONTRACT FOR THE
"SEWER REHABILITATION PROGRAM-PHASE 2, FISCAL
YEAR 2005/2006 TO FISCAL YEAR 2007/2008 VARIOUS
LOCATIONS IN THE CITY OF CHULA VISTA, CALIFORNIA
(SW250B)" PROJECT TO BURTECH PIPELINE, INC. IN THE
AMOUNT OF $574,176.50
WHEREAS, on April 15,2008, pursuant to Resolution No. 2008-096, the City Council
awarded a contract for "Sewer Rehabilitation Program - Phase I, Fiscal Year 2005/2006 and
Fiscal Year 2006/2007 and Fiscal Year 2007/2008 various locations in the City of Chula Vista
(SW240A)" to KTA Construction, Inc.; and
WHEREAS, the Sewer Rehabilitation Program-Phase I is nearly complete; and
WHEREAS, City staff prepared specifications for the "Sewer Rehabilitation Program -
Phase 2, Fiscal Year 2005/2006 to Fiscal Year 2007/2008 various locations in the City of Chula
Vista (SW250B)" project and advertised the project on September 26, 2008; and
WHEREAS, on October 15,2008, the Director of Engineering received three sealed bids
for the proj ect; and
WHEREAS, staff carefully analyzed the three bids submitted and determined that, while
all three bids contained minor errors, the apparent low bidder's mathematical error favors the
City and is insignificant; and
WHEREAS, Section 1009 of the City Carter allows the City Council to waive any
defects in any bid to the extent it finds at a public hearing held for that purpose that it is
necessary to do so for the benefit of the public; and
WHEREAS, Burtech Pipeline, Inc. made a minor error of $220.00 in their submitted bid
of $574,176.50 and has submitted written acknowledgment of its error agreeing to perform for
the contract price it submitted; and
WHEREAS, Burtech Pipeline, Inc.'s bid IS 10% below the Engineer's estimate of
$638,075; and
WHEREAS, pursuant to Council Policy No. 574-01, the Director of Public Works is
authorized to approve change orders amounting to $10,000 plus 7% of the original contract
amount over $100,000 for contracts between $100,000 and $1,000,000 and City Council
approval is required for approval of a change order exceeding this amount; and
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Resolution 2008-
Page 2
WHEREAS, for this project, that amount is $43,192.36; and
WHEREAS, staff recommends waiving Council Policy 574-01 and authorizing the
Director of Public Works Operations to approve change orders as necessary up to the
contingency amount of$64,000.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Chula Vista
as follows:
1.
That it fmds that it is necessary for the benefit of the public to waive the defect
in the bid submitted by Burtech Pipeline, Inc. because the error is in the City's
favor and will save the City money.
2.
That it waives the defect in the bid submitted by Burtech Pipeline, Inc.
3.
That it accepts bids and awards the contract for the "Sewer Rehabilitation
Program-Phase 2, Fiscal Year 2005/2006 to Fiscal Year 2007/2008 various
locations in the City of Chula Vista, California (SW250B)" project to Burtech
Pipeline, Inc in the amount of $574,176.50.
4.
That it waives Council Policy 574-01 and authorizes the Director of Public
Works Operations to approve change orders as necessary up to the
contingency amount of $64,000.
Presented by
Approved as to form by
R. A. Hopkins
Director of Engineering
c--l~_,,^ IL~ c,rrv
Bart Miesfeld
Interim City Attorney
7-34
..
RESOLUTION NO. 2008-
RESOLUTION OF THE CITY COUNCIL OF THE CITY
OF CHULA VISTA AUTHORIZING THE TRANSFER
OF A V AILABLE SEWER FACILITY REPLACEMENT
FUNDS INTO "SEWER REHABILITATION PROGRAM
- PHASE 2, FISCAL YEAR 2005/2006 TO FISCAL YEAR
2007/2008 VARIOUS LOCATIONS IN THE CITY OF
CHULA VISTA (SW250B)"
WHEREAS, on October 15,2008, the Director of Engineering received three sealed bids
for the "Sewer Rehabilitation Program - Phase 2, Fiscal Year 2005/2006 to Fiscal Year
2007/2008 various locations in the City of Chula Vista (SW250B)" project; and
WHEREAS, the project will rehabilitate existing broken sewer mains and laterals, repair
cracked sewer lines and replace asphalt concrete pavement in various locations throughout the
City ofChula Vista; and
WHEREAS, sufficient Sewer Facility Replacement funds were previously appropriated
under Fiscal Year 2007/2008 and Fiscal Year 2008/2009 Capital Improvement Program (CIP)
budgets for sewer rehabilitation projects; and
WHEREAS, staff proposes that these funds be combined and transferred into the "Sewer
Rehabilitation Program - Phase 2 Fiscal Year 2005/2006 to Fiscal Year 2007/08 various
locations in the City of Chula Vista (SW250B)" project as follows:
Sewer Facility Replacement funds FY 2007/2008 (SW250) $653,125
Sewer Facility Replacement funds FY 2008/2009 (SW255) $128,400
TOTAL TO BE TRANSFERRED TO SW250B $781,525
NOW, THEREFORE BE IT RESOLVED by the City Council of the City Chula Vista
that it authorizes the transfer of $653,125 in available funds from Sewer Facility Replacement
funds FY 2007/2208 (SW250) and the transfer of $128,400 in available funds from Sewer
Facility Replacement funds FY 2008/2009 (SW255) into "Sewer Rehabilitation Program - Phase
2 Fiscal Year 2005/2006 to Fiscal Year 2007/08 various locations in the City of Chula Vista
(SW250B)".
Presented by
Approved as to form by
'---I-j~ '" II- L~ ~
Bart Miesfeld
Interim City Attorney
R. A. Hopkins
Director of Engineering
7-35