HomeMy WebLinkAbout2008/04/15 Item 3
CITY COUNCIL
AGENDA STATEMENT
~v~ CllY OF
'~CHUlA VISTA
"
4/15/08, Item :7
SUBMITTED BY:
REVIEWED BY:
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
CHULA VISTA ACCEPTING BIDS AND AWARDING A
CONTRACT FOR THE "SEWER REHABILITATION PROGRAM-
PHASE 1, FY 05/06 & FY 06/07 & FY 07/08 VARIOUS
LOCATIONS IN THE CITY OF CHULA VISTA, CALIFORNIA
(SW-240A)" PROJECT; AUTHORIZINO THli: TRANSFER OF
AVAILABLE SEWER FACILITY REPLACEMENT FUNDS FROM
THE EXISTING 2006/07 & 2007/08 SEWER REHABILITATION
PROGRAM INTO THE PROJECT AND AUTHORIZING STAFF TO
INCREASE QUANTITIES TO EXPEND ALL AVAILABLE FUNDS
FOR THIS PROJECT
DIRECTOR OF ENG E RING AND GENERAL SERVICE~o-
CITY MANAGER
ASSIST ANT CITY MA A ER S 7
4/5THS VOTE: YES [3J NO 0
ITEM TITLE:
SUMMARY
On March 5, 2008, the Director of Engineering and General Services received seven (7) sealed
bids for the "Sewer Rehabilitation Program - Phase 1, FY 05/06 to FY 07/08 various locations in
the City of Chula Vista (SW-240A)" 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 of Chula Vista.
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 1 categorical exemption pursuant to Section 15301 of the State CEQA Guidelines. Thus,
no further environmental review is necessary.
RECOMMENDATION
Council adopt resolution.
BOARDS/COMMISSION RECOMMENDATION
Not applicable.
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4/15/08, Iteml
Page 2 of 4
DISCUSSION
Based on the results of compiled data inspections, including those performed with a closed
circuit television camera, the rehabilitation of existing sewer lines was recommended. A number
of access areas identified by the Public Works Department require replacement. Certain sections
of pipe are cracked and need to be replaced, repaired or relined to prevent groundwater
infiltration or leaching ofraw sewage into the ground. 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.
The project will include all labor, material, equipment, tools, transportation, mobilization,
control of sewage flows, installation of root barrier, traffic control, removal and disposal of
existing improvements, protection and restoration of existing improvements, and other
miscellaneous work necessary for the proj ect. The locations and types of work to be done are
detailed in Tables A through C (Attachment 1).
On February 15, 2008, Engineering and General Services staff advertised the "Sewer
Rehabilitation Program - Phase 1 FY 05/06 to FY 07/08 various locations in the City of Chula
Vista (SW-240A)" project. The apparent low bidders were contingent upon a base bid and three
additional alternate bids (Alternate lA - Location at Lost Creek Road, Alternate 2A - Location
at Telegraph Canyon Road, and Alternate IB - Use of Top Hat Lateral) (Attachment 2).
Alternate IB utilizes top hat laterals which permanently seal the lateral connection to keep roots
out. It also stops infiltration of ground water, which can cause overloading of treatment plants
and ex-filtration of sewer water into the ground. This system 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.
The actual line has a shape simular to a top hat, hence the industry terminology "top hat".
However, due to the current market for the use of lateral top hats, staff determined to reserve the
use of lateral top hats as a means of sewer rehabilitation for a later time or when the
manufacturing of the lateral top hats provide more positive benefits. Tonight's action will award
the contract contingent upon the submitted base bid and two alternate bids (Alternate lA and
Alternate 2A) totaling $457,325.
ALTIB
CONTRACTOR BASE BID (not ALT 1A ALT2A TOTAL
recommen:~d
at this time
KTA Construction, Inc. - EI Cajon, CA $385,258.00 $340,600.00 $15,467.00 $56,600.00 $457,325.00
Burtech Pipeline, Inc. - Encinitas, CA $470,327.50 $570.500.00 $14,185.00 $88,600.00 $573,112.50
Erreca's, Inc. - Lakeside, CA $551,928.50 $256,100.00 $20,998.00 $82,242.00 $655,168.50
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4/15/08, Item~
Page 3 of 4
ALT1E
CONTRACTOR BASE BID (not ALT lA ALT2A TOTAL
recommended
at this time)
$52,260.00
MJC Construction - Chula Vista, CA $679,837.50 (mathmaticaJ $17,790.00 $52,500.00 $750,307.50
error)
Bonita Pipeline, Inc. - National City, CA $682,615.95 $471,564.60 $28,858.82 $44,092.76 $755,567.53
Weir Construction Corp. - Escondida, $867,479.60 $474,164.60 $28,860.82 $44,092.76 $755,608,71
CA
The low bid by KTA Construction, Inc, of $457,325 is $142,675 (40%) below the Engineer's
estimate of $758,369. The Engineer's estimate was based on average prices for similar types of
work completed during the last two years. Staff verified the references provided by the
contractor; their work record has been satisfactory. After reviewing the low bid, staff
recommends awarding a $457,325 contract to KTA Construction, Inc. ofEl Cajon, California.
The locations of the proposed work are located throughout the City. Eighty-five percent (85%)
of the repairs are located within the west side of Chula Vista and the remaining fifteen (15%)
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 proj ect 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 $51,300. 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 $91,465. If this money is not used during construction, the unexpended funds will be
redistributed back to the appropriate original funding source.
DECISION MAKER CONFLICT
Staff has reviewed the property holdings of the City Council and has found no property holdings
within 500 feet of the boundaries of the property which is the subject of this action
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4/15/08, Item 3
Page 4 of 4
FISCAL IMPACT
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. No special minority or women-
owned business requirements were necessary as part of the bid. However, a "Notice to
Contractors" was sent to various trade publications in order to encourage disadvantaged
businesses to bid on the project.
Disclosure Statement
Attached is a copy of the Contractor's Disclosure Statement (Attachment 4).
Funding
Sufficient Sewer Facility Replacement funds were previously appropriated as part of the FY
2005/06, FY 2006/07 and FY 2007/08 Capitallmprovement Program (CIP) budgets for sewer
rehabilitation projects. It is proposed that these funds be combined and transferred into the
"Sewer Rehabilitation Program - Phase I FY 05/06 to FY 07/08 various locations in the City of
Chula Vista (SW-240A)" project to perform the required work.
FUNDS REQUIRED FOR CONSTRUCTION
A. Contract Amount
B. Contingencies (approximately 20%)
C. Staff Costs:
Design Staff (12%)
Construction Inspection (18%)
$457,325
$91,465
TOTAL
$54,879
$83,321
$ 686,990
FUNDS AVAILABLE FOR CONSTRUCTION
Inter-Project Transfers to SW240A:
A. Sewer Facility Replacement funds FY 2005/2006 (SW239)
B. Sewer Facility Replacement funds FY 2007/2008 (SW250)
Available Balance:
C. Sewer Facility Re lacement funds FY 2006/2007 (SW240)
$70,276
$593,002
TOTAL
$23,712
$ 686,990
Upon completion of the project, the improvements will reqUlre only routine City sewer
maintenance.
ATTACHMENTS
1. Table A through Table C of work to be done
2. Bid Summary Sheet, Alternative lA, Alternative 2A, and Alternative lB
3. Plats of work locations to be done
4. Disclosure Statement from KT A Construction, Inc.
Prepared by: Roberto Yano, Engineering and General Services
M:\General Services\GS Administration\Council Agenda\SW240\SW240A Phase 1 \sW240A A 113 Sewer Rehab Program FY 05-08 rev4.ml.doc
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TABLE A (SEWER REHABILIATION PROGRAM, FY '05/'06, FY '06/'07, FY '07/'08 SW-240)
SEWER SEGMENTS TO BE REPLACED/LATERAL CONNECTIONS TO BE REPAIRED, PROTRUDING LATERALS TO BE
CUT AND JOINTS LATERALS TO BE WRAPPED WITH ROOT BARRIER
P T T LATERAL WYE- NUMBER LATERAL WYE-
P L SIZE FOOTAGE 0 A CONNECTIONS OF CONNECTIONS
I A LOCATION OF TO BE FROM M DEPT P TOBE SECTIONS TO BE RE- DESCRIPTIONS
P T PIP REPLACED M,H. # ,H H(ft) E WRAPPED TOBE OPENED AFTER
E S E (It) W/ROOT REPAIRED RE-LINING
# # BARRIER
Spot Repair 185' @: 28' - 78'; 95'-
3 105', 110' - 132', 140'-164', 170'-
701 8" 6 I 215',224' - 228', 396'- 400', 455'-
I I SECOND VCP 185' 3859 6 7 8 IS 10 37 465',497' - 503', 525' - 531'; 15
A VENUE 2 Lateral Repairs; 37-Lateral Re-
O open; 265'-Root Barrier; 605'.Re-
linin!?
I Spot Repair 72' @: 3'-18', 54'.60',
199 I 65'.72', 85'-91', 109'-124', 136'-
2 2 SECOND 8" 72' 1691 8 7 9 6 9 8 142', 159'-165', 188'-194', 212'-
VCP 2 218'; 257' LEFT TO SURVEY, 6-
AVE 3 9 Lateral Repairs; 8-Lateral Re-open;
llO'.Root Barrier; 325'-Re-line
4 Spot Repair 82' @: 7'-45';
650 EAST 8" 0 I 77'-83', 112'-118', lJ3' -139',
3 3 MANOR VCP 82' 3969 3 8 8 9 7 10 195'-201',276'-286',296'-306'; 9-
DRIVE I Lateral Repairs; to-Lateral Re-open;
2 127'.Root Barrier; 315'-Re-lining
940 5 I Spot Repair 42' @:38'-44';
8" 5 81'-87; 111'-120'; 146'-152',218'-
4 4 GUATAY 42' 5578 6 9 3 6 II 227",282'-288'; 3-Lateral Repairs;
AVE VCP 8 3 II-Lateral Re-open; 58' Root
2 Barrier; 356' -Re-lining
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TABLE A (SEWER REHABILIATION PROGRAM, FY '05/'06, FY '06/'07, FY '07/'08 SW-240)
SEWER SEGMENTS TO BE REPLACED/LATERAL CONNECTIONS TO BE REPAIRED, PROTRUDING LATERALS TO BE
CUT AND JOINTS LATERALS TO BE WRAPPED WITH ROOT BARRIER
P T T LATERAL WYE- NUMBER LATERAL WYE-
P L SIZE FOOTAGE 0 A CONNECTIONS OF CONNECTIONS
I A LOCATION OF TO BE FROM M DEPT P TO BE SECTIONS TO BE RE- DESCRIPTIONS
P T PIP REPLACED M,H, # ,H H (ft) E WRAPPED TO BE OPENED AFTER
E S E (ft) W/ROOT REPAIRED RE-LINING
# # BARRIER
SpotRepair-150'@:4'-22', 97'-106',
110'-131', 162'-172', 175'-181 "
S 203'-209', 218'-224', 231'-237',
310 8" 4 D 243'-249', 265'-271', 218'-287',
5 5 ROOSEVEL PVC 150' 5496 9 6 V 14 17 28 298'-310' 343'-350', 360'-366',
TST S 386'-392', 403'-412', 429'-440';
7 14-Lateral repair; 28-Lateral re-
open, 220' -Root Barrier; 440' -Re-
lining
6 SpotRepair-76'@:46'-52', 100'-
15\ EAST 8" 1 D 109', 151'-175', 217'-226', 249'-
6 6 ORLANDO VCP 76' 6133 3 8 V 9 6 10 265', 280'-292'; 9-Lateral repair;
ST S IO-Lateral fe-open, 12t'-Root
7 Barrier; 330' -Re-lining
Spot Repair 66'@:20'-26',68'-74',
9 D 88'-94',97'-103', 119'-125', 198'-
7 7 46 MINOT 8" 66' 934 3 8 V 12 9 0 207',-211'-217', 228'-234', 285'-
AVE VCP 300'; 12'-Lateral repair; Q'-Lateral
5 S fe-open, 126'.Root Barrier; D'.Re-
lining
5 2
505 "F" 8" 3 Spot Repair 20' @: 0' - 20';
8 8 STREET VCP 20' 5328 2 9 2 0 1 0 0' -Lateral repair; 0' -Lateral fe-open
3 20' -Root Barrier; 0' -Re-Iining
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TABLE A (SEWER REHABILIATION PROGRAM, FY '05/'06, FY '06/'07, FY '07/'08 SW-240)
SEWER SEGMENTS TO BE REPLACEDILATERAL CONNECTIONS TO BE REPAIRED, PROTRUDING LATERALS TO BE
CUT AND JOINTS LATERALS TO BE WRAPPED WITH ROOT BARRIER
P T T LATERAL WYE - NUMBER LATERAL WYE -
P L SIZE FOOTAGE 0 A CONNECTIONS OF CONNECTIONS
I A LOCATION OF TOBE FROM M DEPT P TO BE SECTIONS TO BE RE- DESCRIPTIONS
P T PIP REPLACED M.H. # .H H(ft) E WRAPPED TOBE OPENED AFTER
E 5 E (ft) W/ROOT REPAIRED RE-LINING
# # BARRIER
6 1 Spot Repairs 36' @: 66'-72';
16320CALA 8" 9 79'-85'; 132'-138'; 149'-155';
9 9 A VENUE VCP 36' 6892 I 8 6 6 6 7 212'-218'; 280'~286'; 6-Lateral
6 Repairs; 66'-Root Barrier; 7-Lateral
0 Re-open; 308' -Re-lining
6 I Spot Repairs 42'@:43'-49', 86'-
1648 OCALA 8" 9 92',109'-1\5',156'-162',179'-
10 9 AVENUE VCP 42' 6910 0 8 6 7 7 7 185',273'-243',316'-322';
6 7-Lateral Repairs; 42'.Root Barrier;
9 7-Lateral Re-open; 348'-Re-lining
3 Spot Repairs 158'@: 50'.77',84'.
574 D 90',105'-114',122'-162',168'-
11 10 GARRETT 8" 158' 331 2 8 V 4 10 7 208',222'-238',248'-254',288'-
VCP 2 294', 298'-310';4-Lateral Repairs;
AVE 7 S 178' -Root Barrier; 7-Lateral Re-
open; 322' -Re-lining
1293 6 D Spot Repairs 114'@4'.34',46'.
8" 1 82',85'-109',120'-126',192'-198',
12 II JOSSELYN VCP 114' 6140 4 6 V 8 7 10 211'-217',269' -281'; 8-Laler
AVE S Repairs, 154'-Root Barrier, 10-
I Lateral Reopen, 310' Re-lining
1246 6 D Spot Repair 90' @ 6'-12',57'-63',
13 JOSSELYN 8" 90' 6141 I 6 V 5 6 6 105'-1\5',123'-133',140'-176',
11 VCP 4 194'-216'; 5-Lateral Repairs, 115'
AVE 8 S Root Barrier, 218' Relining
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TABLE A (SEWER REHABILIA nON PROGRAM, FY '05/'06, FY '06/'07, FY '07/'08 SW-240)
SEWER SEGMENTS TO BE REPLACED/LATERAL CONNECTIONS TO BE REPAIRED, PROTRUDING LATERALS TO BE
CUT AND JOINTS LATERALS TO BE WRAPPED WITH ROOT BARRIER
P T T LATERAL WYE- NUMBER LATERAL WYE-
P L SIZE FOOTAGE 0 A CONNECTIONS OF CONNECTIONS
I A LOCATION OF TO BE FROM M DEPT P TO BE SECTIONS TO BE RE- DESCRIPTIONS
P T PIP REPLACED M.H. # .H H(It) E WRAPPED TO BE OPENED AFTER
E S E (It) W/ROOT REPAIRED RE-L1NING
# # BARRIER
APPROX. TOTAL FOOTAGE REPAIR (8") 1,133 ft TOTAL LATERAL TO BE REPAIRED 100 APPROX.
TOTAL 3,876 ft
TOTAL LATERALS TO BE RE-OPENED 141 RE-LINE
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TABLE B (SEWER REHABILITATION PROGRAM, FY '05/'06, FY '06/'07, FY '07'/08, SW-240)
SEWER PIPES TO BE LINED / LATERALS TO BE RE-OPENED
P T
P L FOOTAGE TO A 2002
I A LOCATION SIZE OF BE LINED FROM TO DEPTH P THOMAS LATERALS TO BE RE-OPENED
P T PIPE (It) M.H. # M.H.# (It) E BROS.
E PAGE
S #
I I 749 SECOND 8"VCP 605 3859 3660 7 182 1330, C-I 37
AVENUE
2 2 221 SECOND 8"VCP 325 1823 1691 7 199 1310, B-5 8
AVENUE
650 EAST
3 3 MANOR 8"VCP 315 3969 4032 10 199 1330, A-I 10
DRIVE
4 4 940 GUATAY 8"VCP 356 5578 55827 6.5 193 1330, E-I II
A VENUE
310
5 5 ROOSEVELT 8"VCP 440 5496 5497 6 DVS 1310, B-7 28
STREET
152 EAST
6 6 ORLANDO 8"VCP 330 6133 6137 6.5 193 1330, F-3 10
STREET
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TABLE B (SEWER REHABILITATION PROGRAM, FY '05/'06, FY '06/'07, FY '07'/08, SW-240)
SEWER PIPES TO BE LINED / LATERALS TO BE RE-OPENED
P T
P L FOOTAGE TO A 2002
I A LOCATION SIZE OF BE LINED FROM TO DEPTH P THOMAS LATERALS TO BE RE-OPENED
P T PIPE (ft) M.H. # M.H.# (ft) E BROS.
E PAGE
S #
9 9 16480CALA 8"VCP 348 6910 6909 8 166 130, H-5 7
A VENUE
9 10 16320CALA 8"VCP 308 6892 6910 8 166 1330, H-5 7
A VENUE
10 11 574 GARRETI 8"VCP 322 3311 3227 7 DVS 1310, B-7 7
A VENUE
1293
11 12 JOSSELYN 8"VCP 310 6140 6141 5 DVS 1310, F-3 10
A VENUE
1246
11 13 JOSSELYN 8"VCP 218 6141 6148 5 DVS 1310, F-3 6
AVENUE
APPROXIMATE TOTAL 3,876 FT
FOOTAGE 8-INCH TOTAL LATERAL TO BE
RE-OPENED 141
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TABLE C (SEWER REHAB. PHASE I, SW-240)
IF FUNDS ARE AVAILABLE, ADDITIONAL SPOT REPAIRS I SEWER PIPES TO BE LINED I LATERALS TO BE RE-OPENED
P T
P L FOOTAGE TO A THOMAS
I A LOCATION SIZE OF BE LINED FROM TO DEPTH P BROS. LATERALS TO BE RE-OPENED;
P T PIPE (It) M.H. # M.H.# (It) E PAGE SPOT REPAIR
E
S #
1
9' Spot Repair@:, 35' .44';
14A lA LOST CREEK 8" 140 12325 12326 12 DVS 1310, B-6 8" SEWER GOES DOWN AN
ROAD EMBANKMENT WITH
INFILLTRATION REPAIR
NEEDED
0
TELEGRAPH 12' Spot Repair@: 55'.6]',
15A 2A CANYON 15" 600 4154 4168 15 179 1331,A-I 214'.220'
ROAD INFILLTRATlON REPAIR
(HIGH TRAFFIC VOLUME)
APPROXIMATE LINEAR APPROXIMATE LINEAR APPROXIMATE LINEAR
FEET 140' FEET 600' FEET O'
RE-LINING (S" VCP): RE-LINING (15" VCP): RE-LINING (24" VCP):
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BID PROPOSAL
To the Honorable Mayor and City Council of the City of Chula Vista.
The undersigned aclmowledges that he/she has carefully exnmined the pInts nnd specificntions for:
SEWERREHADILITATIONPROGRAM-PHASE 1,
FY '05/'06 & FY '06/'07 & FY '07/'08
V ARlOUS LOCATIONS IN TIlE CITY OF CIruLA VISTA, CALIFORNIA
(SW-240)
and that he/she has examined the locntion of the proposed work and has rend the accompnnying instructions to bidders, and hereby proposes to
furnish all materials, nnd do all the work required to complete the said work in accordance with said plats, specifications, nnd Specinl Provisions
for the unit price or lump sum set forth in the following schedule.
The Contracto~ has ninety (90) working dnys to complete the project.
The City retains the right to modifY or reduce the project scope nnd the City shall retain the right to climinnte individual bid items from the low
bidder's proposal prior to or nfter the awnrd of the contrnct for nny reason. There will be no ndjustments in compensntion ns pemlitted in Section
3-2 of the Standnrd Specifications. Should the City modifY the scope of the project, the contract will still be nwarded to the lowest responsible
bidder for the grand totnl of all the bid items listed in the proposal.
Part A (Pipe #1; Plat 1)
749 SECOND AVENUE
MH # 3859 TO MH # 3660
8"VCP
Item Deseription Qty Unit Unit Price in Words Unit Cost in
Fignres
Removnl and Disposal of I Lump ~
1. Existing Improvements Sum {p1!;JU
Trench Shori!lg 138 Lineal I~
2. Feet
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Item Desedption Qty Unit Unit Pdce ill Words Ullit Cost ill Total
Figures
Television Taped Inspection Lineal IA-~ ~}3cJ ~{)S. 8tJ
3. of Existing Conditions 605 Feet I ,,~
(CCTV)
Repair of 8- Inch Sewer Lineal ~ ~~
4. Main with Deep Lift 138 .... / ~3.2D.fX)
Feet 1-40-
As halt Concrete Pavement
Repair of Sewer Lateral's Sj 7 t,/J. /)0
5. WYE I TEE-Connection to 16 Each 7:J(po '"
the Sewer Main
Install Sewer Lateral Pipe Lineal '" t)37S./YJ
6. from WYE I TEE 85 Of
Connection to Existin Feet 15 -
(.oJ Furnish and Install Root Lineal ~~ ~~ ~ 030.EO
I 7. 206 ~~
~ Barrier Feet -'
(.oJ
8. Pipe Lining of 8-Ineh Sewer 605 " Lineal 1:' jt/9Lf1J.frJ
a.-
Main Feet z.(5 -
Re-opening of Existing ~o<dJ).LD
9. Lateral WYE I TEE- 37 Each -"1
Connections (PO
Traffic Conlrol & Lump ~o. vl/O S (1) lV
10. Protection and Restoration I "':.
of Existing Improvements Sum So,)
.
SUBTOTAL PART A: sJ!lftfW
,
6
Part n (Pipe #2; Plat 2)
220 SECOND AVE
MH 111823 to MH #1691
8"VCP
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Item Description Qty Unit Unit Price in Words Unit Cost in Total
Figures
1. Removal and Disposal of 1 Lump .;f~~~t~ t'iXJ. [)o
Existing Improvements Sum &(JO~
2. Trench Shoring 72 Lineal ~~ ~>>O 702. 'tfJ
Feet / ,,~
Television Taped Lineal f)u~ ',4> ,3.).5: CO
3. Inspection of Existing 325 Feet 10",-
Conditions lCCTY)
Repair of 8-Inch Sewer Lincal IJ)u ---fl.. . j, j n ~ / b/ ()JO /JO
4. Main with Deep Lift 72 Feet H~ ~
Asphalt Concrete Pavement /ii'YJ
Repair of Sewer Lateral's ~ '-1',. iJJ."f ~ A.,"'" />/~ .,,(/SdD. (}O
5. WYE / TEE-Connection to 7 Each ....
the Sewer Main _ 'e ~~ ~GO ~
Install Sewer Lateral Pipe '. Lineal ----..1..-11 . riJJMw; .~~ o? &c:?S': lJJ
6. from WYE / TEE 35 71""' 7f., n ~ oN
Connection to Existing Feet I 75'~
Furnish and InstaIl Root Lineal I--r-.. "'~ .If) c5 5tJ.W
7. 110 1.w ~<.t;.
Barrier Feet b
I .
8. Pipe Lilling of 8-Inch 325 Lineal ( ~h.- IJ';H --UnA/!.., I ~a:> ce /W.Eo
Sewer Main '0 y: ....
Feet / Zg, ~
Re.opening of Existing :\.'-./ ..J_~ ,dlJ,A/J.. ~.
9. Lateral WYE / TEE- 8 Each 1/ "T ~ ~ ~fO. [t)
Connections 7S-
Traffic Control & Lump 1-; . --1'.01/. .J ~ ~.):) Sf):J. /X)
10. Protection and Restoration 1 5OJ"'<.
of Existing Improvements Sum J "
SUBTOTAL PART B:
7
co2b, 97~. ED
/
M :IGeneral ServiceslDesignlSW240lSW240SpecsPhase 1_ Rev9I.doc
Part C (Pipe #3; Plat 3)
650 EAST MANOR DRIVE
ME tI 3969 to MH # 4032
S"VCP
Item Description Qty Unit Unit Price in Words Unit Cost in Total
Fignres
l. Removal and Disposal of I Lump 't~ {pbO~ I W, ()::J
Existing Improvements Sum
2. Trench Shoring 82 Lineal ~ /~ !J .l)tJ
Feet
Television Taped Inspection Linear ~ 3/4ZL>
3. of Existing Conditions 314 Feet ""::'
CCTV
Repair of 8-Ineh Sewer Lineal 'ft) I!; 4Ro. ED
4. Main with Deep Lift 82 Feet I1O~
As halt Conerete Pavement
Repair of.~ewer Lateral's JtJ
w 5. WYE / TEE -Conneetion to 9 Each 7ft> ':;bO"<- ~ oJL/I).[:lJ
I
~ the Sewer Main
(TI Install Sewer Lateral Pipe ~1}?
Lineal o? 7W.lXJ
6. from WYE / TEE 45 '. '"
Connection to Existin Feet (PO - I
7. Furnish and Install Root 127 Lineal ~lO /;; Jr {YJ
Barrier Feet <-'-'
5-
8. Pipe Lining of 8" Sewer 314 Lineal t:pEfJ ~ 7W.C:O
Main .' Feet W~
Re-opening of Existing ~f1).fO ,
9. Lateral Wye/Tee 8 Each 7.5'-'<-
Connection .
Traffic Control & Lump S1?Bo
10. Protection and Restoration I
of Existing 1m ravements Sum ?-oJ
SUBTOTAL PART C: ~J? 9-'15 [0
/
8
M :\General Services\Design\SW240\SW240SpeesPhase 1_ Rev9I.doe
Part D (pipe #4; Plat 4)
940 GUATAY AVENUE
MH II 5578 10 MIl # 5582
8"VCP
w
I
~
Description Qty Unit Unit Price in Words Unit Cost in Total
Item Figures
1. Removal and Disposal of I Lump ( ~/>~~~A) &(JX)- &/))./)0
Existing Improvements Sum 7- 7
2. Trench Shoring 42 Lineal 1/1JJiJ JIl. I, ~b:) J"t- 1/.1 fV .
Feel
Television Taped Inspection Lineal ~ 8JA70
3. of Ex is ling Conditions 356 Feet ~ 35'10. LD
(CCTV) /
Repair of 8-Inch Sewer Lineal IJu ~~j.n .dJf:j cS; 2f/D1XJ
4. Main with Deep Lift 42 ~
Asphal t C;oncrete Pavement Feet 1) ;, I-1D
Repair of Sewer La leral' s ~,tk ~ jA~J ::::1- ~ !){JO.!b
5. WYE / TEE-Conneclion to 3 Each ....
the Sewer Main ?J.9IJau~f)1J :, t, il
'.
Install Sewer Lateral Pipe Lineal \ ..J, h, 7f.J--cjr-v ~ "'" !; )eJ,.r.80
6. from WYE / TEE 15 Feet ~. ~ 8b~&? 75 ~
Connection to Existing ~ '/<
Furnish and Install Root Lineal -/,~. , /lQJJlJnl.A ~tv .... d 9tJ.lJtJ
7. Barrier 58 Fect /,- '<' 6
. '/11M-< -t '/ '-Y ,....Jd/1 lu>"2.8
8. Pipe Lining of 8- Inch Sewer 356 Lineal. 99iRf. /XJ
Main Feet' ,7, Z.S"'"
Re-opening of Existing ---J:.~ .,::;t. cE., ^ ..Jh A /1 , ~J:J' ,R~&:J
9. Lateral WYE / TEE - II Each j/ (/ IJ 75"<
Connections
Traffic Control & Lump tz;. y~~~ SW. [tJ
10. Protection and Restoration I
of Existing Improvements Sum { . ?"(oJ '"
en
SUBTOTAL PART D :
9
~/6&b. !JJ
/
M :IGeneral ServiceslDesignlSW240\SW240SpecsPhnse 1_ Rev9 I .doc
Unit Unit Price ill Words Unit Cost in Total
Item Description Qty Fignres
1. Removal and Disposal of 1 Lump ~~ ~ !pm. f}:J
Existing Improvements Sum 0.;)
2. , Trench Shoriog 150 Lineal ~f)i) (g). f}o
Feet "::-
Television Taped Inspection Lineal ~M )j 1/J.lP
3. of Existing Conditions 440 Feet /~
(CCTV)
Repair of8-Inch Sewer Lineal u>
4. Main with Deep Lift 150 Feet ) ZJtjt). !Jo
As halt Concrete Pavement
c..> Repair of Sewer Lateral's <>' .,s;ZJLjIJ.fJo
I 5. WYE / TEE-Connection to 14 Each -
~ '1;,foJ
..... the Sewer Main
Install Sewer Lateral Pipe Lineal ..., 0;..:1 S!J /)0
6. from WYE / TEE 70 -
Connection to Existin Feet ::;
Furnish and Install Root Lineal .... i /fYJ.!)J
7. 220 -
Barrier Feet 5
8. Pipe Lining of 8-lnch Sewer 440 Lineal
Main Feet '" 9 ..3;2j) . [i)
V3 -
Re-opening of Existing c-2;/ l}O.UO
9. Lateral WYE / TEE- 28 Each uJ
Connections 7.5 -
Traffic Control & Lump ~
10. Protection and Restoration Sum .::;'7':>> ~ slJO !)o
of Existing Improvements
SU8TOTAL PART E : 4cfsaJ.CD
/
10
M: IGeneral ServicesIDesignISW240\SW240SpecsPbasel_Rev91.doc
Part E (Pipe #5; Plat 5)
31 0 ROOSEVELT STREET
MH # 5496 to MIl # 5497
B"Vep
Part F (Pipe #6; Plat 6)
152 E. ORLANDO STREET
M1I # 6133 to MH # 6137
8"VCP
Item Description Qty Unit Unit Price in Words Unit Cost in Total
Fignres
1. Removal and Disposal of 1 Lump '" ~ tfJ. 2tJ
Existing 1m rovements Sum (JO -
2. Trench Shoring 76 Lineal &~ 7~.Lo
Feet "::"
Television Taped Inspection Lineal t2n-~ >>;fA")
3. of Existing Conditions 330 Feet / <>~ 330. itJ
(CCTV
Repair of 8-Inch Sewer Lineal {[kL ~
4. Main with Deep Lift 76 Feet /-10"':. /[)t~.to
As halt Concrete Pavement ao
(.0) Repair of Sewer Lateral's
I 5. WYE I TEE-Connection to 9 Each <>:. 3, oZ4IJ. !P
~ bO
(Xl the Sewer Main
Install Sewer Lateral Pipe Lineal
6. from WYE I TEE 45 Feet ~ ~3 7$:[:0
Cnnnection to Existin .:;-
7. Furnish and Install Root 121 Lineal (p()S &J
Barrier Feet ~""
::>
8. Pipe Lining of 8-Inch Sewer 330 Lineal ,,~ c;? c24!J. tlJ
Main Feet 23 -
Re-opening of Existing 7SD.{:o
9. Lateral WYE I TEE- 10 Each ~-
Connections
Traffic Control & Lump .s [;t). [}tJ
10. Protection and Restoration Stirn ')(:)cJ ~
of Existing Improvements
SUBTOTAL PART F: c2~ 3Sh.ltJ
11
M: \General Services\Design\SW240\SW240SpeesPhase 1_ Rev91.doe
Part G (Pipe #7; Plat 7)
46 MINOT AVENUE
MH # 934 to MH # 935
8"VCP
Item Description Qty Unit Unit Price in Words
1. Removal and Disposal of 1 Lump
Existin 1m rovements Sum
2. Trench Shoring 66 Lineal /fk~ .~~
Feet
Television Taped Inspection Lineal 1!Ju~ fX%iJo
3. of Existing Conditions 323 Feet
CCTV
Repair of 8-Inch Sewer Lineal
4. Main wit\! Deep Lift 66 Feet
to) As halt Coricrete Pavement
t Repair of Sewer Lateral's
--'
<0 5. WYE / TEE-Connection to 12 Each
the Sewer Main
Install Sewer Lateral Pipe Lineal
6. from WYE / TEE 60 Feet
Connection to Existin
7. Furnish and Install Root 126 Lineal
Barrier Feet
Traffic Control & Lump
8. Protection and Restoration
of Existing Improvements Sum
Unit Cost in Total
Figures
~ ZtJ. 80
00 -
"'~ ~Io.m
"'" 3~3. ()D
-
/ '" 9~.[b
o -
~ 4; ~.!>>
3 0-
... -I; sftJ. do .
-) -
..., 1taJ. f)o
5-
..?'"(:;oU<- s-~fb
SUBTOTAL PART G:
021). /7 9., /)D
/
12
M :\General Services\Design\SW240\SW240SpecsPhase I_Rev9I .doc
Part H (Pipe #8; Plat 8)
505 F Street
MH # 5328 to MH # 5329
8"VCP
Item Description Qty Unit Unit Price in Words Unit Cost in Total
Figures
t. Removal and Disposal of Lump s[i). f)O
Existin 1m rovements Sum 0-00 ";:
2. Trench Shoring 20 Lineal /fJv- ~ ~ao olD. !)o
Feet. / "'~
Television Taped Inspection Lineal ~ ~<b
3. of Existing Conditions 20 c.XJ .ft;
(CCTV Feet IV".-
Repair of.8-1och Sewer Lineal d.) g[)O.fb
(.0) 4. Main with Deep Lift 20
I Feet }};1~ ..v
N As halt Concrete Pavement / c.J -
0 p~
7. Furnish and Install Root 20 Lineal / ltJ. fJj
Barrier Feet ~~
.:> -
Traffic Control & Lump
8. Protection and Restoration 6iYJ. !)J
of Existing Improvements Sum 5'0;) ~
SUBTOTAL PART II:
3; 91-1) fjt)
13
M :\General Services\Design\SW240\SW240SpecsPhase 1_ Rev91.doc
Part I (Pipe #9; Plat 9)
1648 OCALA AVENUE
MH # 6910 to MH # 6909
8"VCP
Item Description
1. Removal and Disposal of
Existin 1m rovements
2. Trench Shoring
Television Taped Inspection
3. of Existing Conditions
(CCTV
Repair of 8-Inch Sewer
4. Main with Deep Lift
As halt Concrete Pavement
Repair of. Sewer Lateral's
(.0) 5. WYE / TEE:Connection to
I the Sewer Main
""
~ Install Sewer Lateral Pipe
6. from WYE / TEE
Connection to Existin
7. Furnish and Install Root
Barrier
8. Pipe Lining of 8-1nch Sewer
Main
Re-opening of Existing
9. Lateral WYE / TEE -
Connections
Traffic Control &
10. Protection and Restoration
of Existing Improvements
Qty
76
330
76
45
121
330
Unit
Lump
Sum
Lineal
Feet
Lineal
Feet
Lineal
Feet
7
Each
Unit Price in Words
///)(J
/ffl)
;ft17fbO
Unit Cost in Total
Figures
LV
(f?O -
I v-':'
J~
1) !;1/IJ. fj)
<Y. d SoW./):)
?;;t.O '
~ ~37.s. !Jo
5
5"'- IPO..s.lfJ
Ub 9,eYj/). [fJ
Zb-
--~ t 7SfXJ
~
~ .....
?a:.>-
-.5l1J. [JO
Lineal
Feet
Lineal
Feet
Lineal
Feet
9
Each
SUBTOTAL PART I :
d,~ SIP!. [f)
/
M: \General Services\Desiga\SW240\SW240SpecsPhnsc 1_ Rcv91.doc
14
Lump
Sum
Part J (Pipe #10; Plat 9)
1632 OCALA AVENUE
MH # 6892 to MH # 6910
8"VCP
Item Description
1. Removal and Disposal of
Existin 1m rovements
2. Trench Shoring
Television Taped Inspection
3. of Existing Conditions
(CCTV
Repair of 8-Inch Sewer
4. Main with Deep Lift
As halt Concrete Pavement
(,) Repair of Sewer Lateral's
I 5. WYE I TEE-Connection to
'" the Sewer Main
'"
Install Sewer Lateral Pipe
6. from WYE I TEE
Connection to Existing
7. Furnish and Install Root
Banier
8. Pipe Lining of 8-Inch Sewer
Main
Re-opening of Existing
9. Lateral WYE/TEE-
Connections
Traffic Control &
10. Protection and Restoration
of Existing Improvements
Qty
76
330
76
45
121
330
6
Unit Unit Pdce in Words Unit Cost in Total
Fignres
Lump ~~ '" m.lb
Sum
Lineal '/~ 7~.ZtJ
Feet ~
Lineal J3D. !Jo
Feet ljJ
/ ~
Lineal
Feet /-'1.0"0 ~ bJ/iJ. Lv
Each =7 /IPD. [XJ
~ ~
'?C.o -
Lineal 3. 37S.[X)
Feet ~
~-
Lineal kos: CD
Feet ti"~-
Lineal ~ d2I/IJ. E/)
Feet ""-
Each <.v .,S,<S: to
5' -
Lump ~ sf)J. !}o
Sum ~ ~
6CV'
SUBTOTAL PART J ; ~i, DSI tD
/
15
7
M :\General Serviees\Design\SW240\SW240SpecsPhasel_ Rev91.doc
Part K (Pipe #11; Plat 10)
574 GARRETT AVENUE
MH # 3311 to MH # 3227
8"VCP
Item Description Qty Unit Unit Price in Words Unit Cost in Total
FigUl'es
1. Removal and Disposal of 1 Lump ~ ~~ ~ tm, !1J
Exislin 1m rovements Sum o '
2. Trench Shoring 158 Lineal ~ft) Is-REf)
Feet .,o-
J '
Television Taped Inspection Lineal %~
3. of Existing Conditions 322 Jd~-m
CCTV Feet "'~
Repair of 8-Inch Sewer Lineal
4. Main with Deep Lift 158 Feet v:. 02) jJ).lJo
As halt Concrete Pavement 0
w Repair of Sewer Lateral's d; S.;W.UO
I 5. WYE I TEE-Connection to 7 Each '"
N the Sewer Main ':? c)
w
Install Sewer Lateral Pipe Lineal i eSfjt). rJo
6. from WYE I TEE 20 Feet w
Connection to Existin ~ .
?
7. Furnish and Install Root 178 Lineal f93/3fJ
Barrier Feet ~
r '
..s
8. Pipe Lining of 8-Inch Sewer 322 Lineal ~
Main Feet w- D '!P. f:t)
Re-opening of Existing I;;:)
9. Lateral WYE I TEE - 8 Each -""- & [j). [tJ
Connections )
Traffic Control & Lump
10. Protection and Restoration .stJJ. &J
of Existing Improvements Sum 5"00 -<
SUBTOTAL PART K: 08 dd.b - zj)
/
16
M: IGeneral ServiceslDesignlSW240lSW240SpecsPhase 1_ Rev91.doc
Part L (Pipe #12; Plat 11)
1293 JOSSELYN AVENUE
MH # 61140 to MH #6141
8"VCP
Item Description Qty Unit Unit Price in Words Ulli! Cost ill Total
Figures
L Removal and Disposal of 1 Lump ~ ~()r) ....- !f)/}()
Existin 1m rovements Sum 00 -
2. Trench Shoring 114 Lineal ~ 117?!XJ
Feet "'~
Television Taped Inspection Lineal ~~
3. of Existing Conditions 310 Feet r:- 0/[J. 8tJ
CCTV)
Repair of 8- Inch Sewer Lineal IS; 9cf,IJ.bJ
4. Main with Deep Lift 114
Feet ....
As halt C;oncrete Pavement 0'
c..> Repair of Sewer Lateral's c0 f cPr). /))
I 5. WYE / TEE-Connection to 8 Each
..., '"
.j:> the Sewer Main ;&<) -
Install Sewer Lateral Pipe Lineal
6. from WYE / TEE 40 Feet ,."' ~lt1J.ZO
Connection to Existin ')
7. Fumish and Install Root 154 Lineal 770. ft)
Barrier Feet ~
J
8. Pipe Lining of 8-Inch Sewer 310 Lineal /ilP ~ tfIJ.1b
~-
Main Feet z.s -
Re-opening of Existing dJt4Jill. . ~J.? 7SD.to
9. Lateral WYE / TEE- 10 Each '"
- ~
Connections .)
Traffic Control & Lump ~~
10. Protection and Restoration r.SttJ.U0
of Existing Improvements Sum fJ) ~ou:.
SUBTOTAL PARTL:
33, sb1-- ZO
/
17
M: IGeneral ServiceslDesignlSW240lSW240SpecsPhasc 1_ Rcv9I.doc
Part M (Pipe #13; Plat 11)
1246 JOSSELYN AVENUE
MH#6141 toMH#6148
8"VCP
Item Description Qty Unit Unit Price in Words
I. Removal and Disposal of I Lump
Existin 1m rovements Sum
2. Trench Shoring 90 Lineal 11k~ , ;8lJ
Feet
Television Taped Inspection Lineal I!k- ~ ~8D
3. of Existing Conditions 218
CCTVl Feet
Repair of 8-lnch Sewer Lineal
4. Main with Deep Lift 90 Feet
As halt Concrete Pavement
(,) Repair of Sewer Lateral's
I 5. WYE I TEE-Connection to 5 Each
N the Sewer Main
U1
Install Sewer Lateral Pipe Lineal ir
6. fTom WYE I TEE 25 Feet
Connection to Existin
7. Furnish and Install Root 115 Lineal ~~ ~Jd
Barrier Feet
8. Pipe Lining of 8-Inch Sewer 218 Lineal
Main Feet
Re-opening of Existing
9. Lateral WYE I TEE - 6 Each
Connections
Traffic ContTol & Lump
10. Protection and Restoration
of Existing Improvements Sum
SUBTOTAL PART M :
18
Unit Cost in Total
Figures
~ flJ .80
I <P~ 9~.!:o
/ ""- c2! II.;P
<.0,:. /oJ; tPfP.[f)
0
'" /![t).f):J
o '
fJSto
~ S7S. ty)
5 -
23~- t /Di-W
.....- .lj.SD. tn
-S
'"
j"'L>> -
0fj).lYJ
d'!; &~. ro
M:\General Services\Design\SW240\SW240SpecsPhasel_ Rev91.doc
ALTERNATE BID LOCATION (Pipe UIAj Plat lA)
LOST CREEK ROAD
MH 1112325 to MH 1112326
8"VCP
Item Description Qty Unit
I. Removal and Disposal of I Lump
Existing Improvements Sum
2. Trench Shoring 21 Lineal
Feet
TeJevision Taped Inspection . Lineal
3. ofExistjng Conditions 140 Feet
(CCTV)
Repair of 8-Inch Sewer Main Lineal
4. with Deep Lift Asphalt 21 Feet
Concrete Pavement
c..>
I Repair of Sewer Later!' s I Each
N WyelTee Connection
en
Install Sewer Lateral Pipe '. Lineal
from the Main Sewer Pipe 5 Feet
5. Furnish and Install Root 115 Lineal
Barrier Feet
6. Pipe Lining of 8-Inch Sewer 140 Lineal
Main .' Feet
Re-opening of Existing
7. Lateral WYE / TEE- I Each
Connections
Traffic Control & Protection Lump
8. and Restoration of Existing 1 Sum
Improvements
M: IGenera! Services\DesignlSW240lSW240SpecsPhase I_Rev91.doc
Unit Price in Words
{)O,[jJ
~~80
~~?V
~~
~
!Jf)EiJ
.
SUBTOTAL PART lA :
19
Unit Cost in
Figures
Total
z"-:"
~ oI/-;W. to
.!?o~ 3/ lEo.to
c...:>
'" (p[j), t:b
&u"O -
~ tAS.!:D
25 .
0"~ 'tJ. Cb
~ /j [tt). !p
SO -
SOD "" 0ttl. [J)
.... !; r:f1). fjo
r!?0c:> - IS; 4t 7 l:o
/
ALTERNATE BID LOCATION (Pipe 112A; Plat 2A):
TELEGRAPH CANYON ROAD
MH # 4154 to MIl # 4168
lS"VCP
W
I
'"
......
Unit Price in Words Unit Cost in Total
Item Description Qty Unit Figures
1. Removal and Disposal of I Lump +-- fl. ~ . },.) ~.I}IJ./. ~u: /'''00 "":- &ttJ. tb
Existing Improvements Sum
Trench Shoring 12 Lineal 2- ~..~ ~~ ~EtJ. fJJ
2. Feet ..."
So
Television Taped Inspection J? AI ~l}:)
Lineal :/j.' II,. ~
3. of Existing Conditions 600 I; jJ ftJ. (JJ
(CCTYl Feet ,,:>"""
Repair of 15-Inch Sewer ~ \..f!e ..tJA~
Lineal bJ rJ-tJ. fJJ
4. Maio with D,eep Lift 12 Feet ~ ~80
Asphalt Concrete Pavement 5Cl?~
Furnish and Install Root Lineal --;;: A. 111_1.~ ~iV !fl W. fb
7. 60 /t4-- '7
Barrier Feet ~
/0 -
Pipe Lining of 15-Inch Lineal t r--.-.1. .u:1 ,:.. ~ ~t/J - ~ an.fb
8. 600 .~ '15~
Sewer Main . Feet 1/ v '7, '(
Traffic Control & Lump {J;2voV~ =1 [f:t).W
10. Protection and Restoration I Sum dJJ~ ~Jo
of Existing Improvements "'-
~
SUBTOTAL PART 2A :
\ 50/ kW. to
20
M :IGeneral ServiceslDesignlSW240lSW240SpecsPhase t _ Rev9I.doc
ALTERNATE BID ITEM (lB.):
It shall be noted that tills bid item may not be nsed in the construction of the project and, if so, no compensation will be allowed for this
bid item. Yonr bid package will be non-responsive and incomplete withont a snhmitted bid for the ALTERNATE BID ITEM (lA). The
Grand Total Base Bid mnst inclnde this ALTERNATE BID ITEM (lA).
Item Description Qty Unit Unit Price in Words Unit Cost in Total
Figu res
(,)
I
N OPTIONAL: SADDLE
ex>
1. CONNECTION WITH 260 EA
CONCRETE ~ (pm.fD
ENCASEMENT 3(po ""
2. LATERAL TOP HAT CIPP 260 EA 9,O~ ~ W.ltJ
SUBTOTAL ALTERNATE BID ITEM (lB):
3410 !o f:lJ . 'to
,
21
M:\General Services\Design\SW240\SW240SpccsPhase 1_ Rev9I.doc
W
I
N
CD
FINAL GRAND (BASE BID) TOTAL: PART A + PART B + PART C + PART D + PART E + PART F + PART G +
PART II + PART I + PART J + + PART K + PART L + PART M + ALTERNATE
BID LOCATIONS (IA) + ALTERNATE BID LOCATION (2A) + ALTERNATE
BID ITEM (lB)
797; 9dS tv
.
CONTRACTOllS MUST SUBMITT A SUBTOTAL FOR EACH STREET ADDRESS AND A BASE BID TOTAL OF ALL STREET
ADDRESS COMBINED WITH THE ALTERNATE BID ITEM (IA) FOR THE FINAL GRAND (BASE BID) TOTAL. YOUR BID
PACKAGE WILL BE NON-RESPONSIVE AND INCOMPLETE WITHOUT A SUBMITTED SUBTOTAL FOR EACH STREET ADDRESS
AND A SUM OF ALL THE STREET ADDRESS WITH ALTERNATE BID ITEM (IA) FOR A FINAL GRAND (BASE BID) TOTAL
CONTRACT COST.
The City retains tbe rigbt to modify or reduce tbe project scope and tbe City sball retain tbe rigbt to eliminate individnal bid
items from the low bidder's proposal prior to or after tbe award of tbe contract for any reason. Tbere will be no adjustments
in compensation as permitted in Section 3-2 of tbe Standard Specifications. Sbould tbe City modify tbe scope of tbe project,
tbe contract will still be awarded to tbe lowest responsible bidder for tbe FINAL GRAND (BASE BID) TOTAL of all tbe bid
items listed in tbe proposal.
22
M: \General Services\Design\SW2401SW240SpecsPhasel_Rev9! .doc
The undersigned further agrees that in case of default in executing the required Contract, with necessary
bonds, within ten (10) working days after having received notice that the Contract is ready for signature,
the proceeds of the check or bond accompanying his/her bid shall become the property of the City of
Chula Vista.
Licensed in accordance with
License Expiration Date / ~ I
Signature of bidder:
Act providing for the registration of Contractors, License No. 'J,9:5z..~1
'" contrac?'s State License Classification . A' ..... ..' ..'
IIII..J
(If an individual, so state. If a firm or co-partnership, state the firm name and give the names of all
individuals, co-partners composing the firm. If a corporation, also names of President, Secretary,
Treasurer and manager thereof. and affix the Corporate Seal thereto.)
IL,A
.
(' C> ),Jl.;',cu L,.'-"C>..v
(Business Name)
~
-UJI.. .
192-0
C'" A/\n:.. L( c.:;-. t:f ICJoj
Dated: ::, -.5
,200$
,r:L (p.~f'J, LA. ~2-"'"t..o
(Business Address)
(p I q - 5102.- 071 &-1
(phone Number)
TAX IDENTIFICATION NUMBER 9 -5' . :? -12-':;2.--17
23
M:IGeneral ServicesIDesign ISW240lSW240SpecsPhase 1_ Rev9I.doc
3-30
ATTACHMENT _ 3
I
~
h
SECOND AVE
SPOT REPAIRS (MHI 3859 10 MHI J550)
SECTION LOCA nON LENGTH LA TERAL DESCRJPlIONS
28.0' 78.0' 50.0' :J ROOTS. AND LATeRAL omCT
95.0' - 105.0' 10.0' '", ROOTS. AND LATERAL DEFECT
110.0' - 132.0' 22.0' 1- ROOTS AND LA 1ERAL DEFECT
140.0' - 164.0' 24.0' 2 ROOTS AND LATERAL DEFECT
170.0' - 215.0' 45.0 2 ROOrs AND LATERAL DEffCT
224.0' - 280.0' 5.0 1 ROOTS. AND LA TERAL DEFECT
396.0 400.0 6.0 1, ROO AND LATERAL DEFECT
455.0' 465.0 10.0' 2 ROOTS. AND l.A7ERAL DEFECT
497.0' - 503.0' 6.0 1" ROOTS AND LA 1E'RAL DEFeCT
525.0' 5Jl.0' 5.0' 1 ROOTS AN LA AL oucer
.......
.;..
<C
IJ)
'"
o
o
o;::.z.
-:l:.O
->
'6',;;;"
en
<C
>'A
<0
::------\ '" %
DRAWN BY:
PO TEN G. SAN PEDRO
DA TE: SHEET Dl
01 11 08 OF 11 SHTS.
rJn.E:
CITY OF CHULA VISTA
SEWER REHABILlA T10N (SW240)
PREPARED BY:
paTEN G. SAN PEDRO
APPROVED BY:
ROBERTO YAND
3-31
\\ ~
~\ ~
~\~
Q~ \\ V"l
~~\l\
r"
~
~~
M
r
~~ JJ _
-r -
~~ ~~G:
t"\ -;::::;--- ~ ~
V"l~~E~
E~
-;::::;--- ~E ~
0> .". -;::::;--- ~ G ~
W~~~
~" vep SWR - 325' *SECOND A V
~
<J:)
<J:)
SPOT REPAIRS ("'Hf 1691 10 "'HI 1823)
SECTION LOCA nON LENGTH LA TERAL DESCRIP7IDNS
3.0' 18.0' 15.0' 1 ROOTS. AND DEFECnve: LATERAL
54.0' 60.0' 5.0' 1 ROOTS. AND DEFECTTVf: LATERAl..
65.0' 72.0' 6.0' I ROOts. AND OUOCTlve LA7EFIAL
85.0' - 91.0' 6.0' 0 ROOTS IN JOINTS
109.0' - 124.0' 15.0' 2 ROOTS. ANa OUOCTlve LA 7EFIAL
136.0' - 142.0' 6.0' 0 ROars tN JOINTS
159.0' - 165,0' 5.0' 1 ROOTS. AND DEFECTIVE: LATERAL
188.0' - 194.0' 6.0' 0 ROOTS IN JOINTS
212.0' - 218.0' 5.0' 0 ROOTS IN JOINTS
257.0' SURvey A8ANDONEO
-\
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DA TE: SHEET 02
01-17-0B OF 11 SHTS.
nTLE:
CITY OF CHULA VISTA
SEWER REHABILlA TION (SW240
PREPARED BY,
POTEN G. SAN PEDRO
APPROVED BY:
ROBERTO YANO
3-32
------...../
DRAWN BY:
paTEN G. SAN PEDRO
DA fE: SHEET OJ
01-11-08 OF 11 SHTS.
TITLE:
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3-33
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SEcnON LOCA 710N LENGTH LA TERM DESCRIPTIONS
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81.0' 8Z0' 6.0' 1 ROOTS AND LA 7ERAL DEFECT
111.0' 120.0' 9,0' 1 CRACK. AND LATERAL DEFECT
146.0' 152.0' 6.0' 1 ROO AND LA7ERAL DEFECT
218.0' - 227.0' 9.0' 0 ROOTS IN JOINTS CRACKS
82.0' - 88.0' 6.0' 0 ROO AND LA W1AL DE'FE'CT
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PO TEN G. SAN PEDRO
OA TE: SHEET 04
01-11-0B OF 11 SHTS.
CITY OF CHULA VISTA
SEWER REHABILlATION (SW240)
3-34
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162.0' - 172.0' ro.o'
175..0' - 781.0 6.(J'
21UO' - 209.0' 6.0
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231.0 - 237.0 6.0'
243.0' - 249.0' 6.0
265.0' - 271.0' 6.0'
2810' - 287.0' 6.0'
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CITY OF CHULA VISTA
SEWER REHABILlATION (SW240)
PREPARED BY:
paTEN G. SAN PEDRO
APPROVED BY:
ROBERTO YANO
3-35
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'00,0' - 109.0' 9.0' 2 ROOTS. AND LATERAL DEFECT
151.0' - 175.0' 24.0' 2 CRACl<S AND LATERAL DEFECT
17.0' - 228.0' 9.0' 2 ROOTS AND LAJeRAL Df:FECT
249.0' - 265.0' 16.0' a ROOTS IN JOlNTS. CRACKS
280.0' - 292.0' 12.0' 2 ROOTS AND LATffiAL DUECT
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DA TE: SHEET 06
01-11-08 OF 11 SHTS.
TITLE:
PREPARE{) BY:
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APPROveD 8 Y:
ROBERTO YANO
CITY OF CHULA VISTA
SEWER REHABILlA T10N (SW240)
3-36
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SPOT REPAIRS (MHI 9J5 10 MHI 9J4)
SECTION LOCA TlON LCNCTH LA TERAL DeSCRIPTIONS
20.0' - 26.0' 6.0' , ROO AND LAlCRAL DeFECT
68.0' - 74..0' 8.0' 1 ROO AND LA TCRAL DEFECT
88.0' 94.0' 6.0' 1 ROOTS AND LA :AL DF:FECT
97.0' 103.0' 6.0' 1 ROOTS, AND LA TeRAL DUECT
119.0' - 125.0' 6.0' 1 ROOTS. AND LA 7mAL DEFECT
198.0' - 207.0' 9.0' 2 ROOTS. AND LA :AL DEFECT
211.0' 217.0' 6.0' 1 ROO AND LATE1i'AL DEFeCT
22&0' - 234.0' 6.0' 1 ROD AND LA JEl;'AL €FFCT
285.0' - 300.0' 15.0' .3 ROOTS. AND LATERAL DEFECT
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DAlE. SHEET 07
01-11-08 OF 11 SHTS.
17n.E:
CITY OF CHULA VISTA
SEWER REHABILlA T10N (SW240)
PREPARED Br..
paTEN G. SAN PEDRO
APPROVED Br..
ROBERTO YANO
3-37
SPOT REPAIRS (MH# 5328 to MH# 5329)
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DA fE: SHEET 08
01-11-08 OF 11 SHTS.
TITLE:
CITY OF CHULA VISTA
SEWER REHABILlA TION (SW240)
PREPARED BY:
POTEN G. SAN PEDRO
APPROVED BY:
ROBERTO YANO
3-38
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TITLE:
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SPOT REPAIRS (MHI 6892 10 MHI 6910)
SEcnON LOCAnON LENGTH LA1E:RAL DCSCRIPnONS
66.0' 72.0' 6.0' 1 ROO AND LA TERAL DEFeCT
79.0' - 85.0' B.D' 1 ROOTS. AND LATERAL DEFeCT
732.0' 738.0' 6.0' 1 00 AND LA7ERAL DEFECT
149.0' - 155.0' 6.0' t ROOTS. AND LATERAL DEFECT
22.0' - 218.0' 6.0' 1 ROOTS. AND LATERAL DE:FECT
280.0' 285.0' 6.0' ROO AND LATERAL DEITCT
SDG&E WITHIN WORK AREA OCALA A V
SPOT RCPAIRS (MHI 6970 /0 MHI 6909)
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43.0' - 49.0' 6.0' 1 ROOTS AND LATERAL DEFECT
85.0 - 92.0' 6.0' 1 ROOTS. AND LATE:RAL DEFECT
109.0' 115.0' 6.0' 1 ROOTS. AND LATE:RA DEFECT
r56.0' - 162.0' 6.0' 1 ROOTS. AND LA1CRAL DEFECT
'79,0' 185.r:r 6.0' 1 ROOTS. AND LATERAL GEneT
273.0' 243.0' 6.0' 1 ROOTS. AND ATERAL DEFFCT
3160' - 322.0' 6.0' 1 00 AND LATERAL DEFECT
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84.0' 90. a' 5.0' , ROOTS. AND LA7ERAL DfFECT
105.0' - 714.0' 9,0' 1 ROO AND LATERAL DEFECT
'22.0' 16.0' 40.0' 1 ROOTS. AND LA1CRAL DfFCCT
168.0' - 2 .0' 40.0' 1 ROOTS. AND LA7FRAL DEFECT
222.0' - 228.0' 6.0' 0 ROOTS IN THE JOINTS
232.0' 238.0' 6.0' , ROOTS AND LATCRAL DEFFCT
248..0' 254.0' 6.0' 0 ROOrs iN THE JOiNTS
288.0' - 94.0' 5,0' 0 ROOTS IN THE JOfNTS
298.0' - 3ro.o' 12.0' 0 ROOrs IN THE JOINTS
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DATE: SHEET 10
01 11 08 OF 11 SHTS.
TITLE:
CITY OF CHULA VISTA
SEWER REHABILlA TION (SW240)
PREPARED BY:
POTEN G. SAN PEDRO
APPROVED BY:
ROBERTO YANO
3-40
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46.0' _ o' 36.rr ROOTS IN JOIN LA DEFn:T
85.0' - , o' n.D' ROOTS IN JOIN LA 7E1\'AL DEFEa
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POTEN G. SAN PEDRO
OA TE: SHEET 11
01-11-08 OF 11 SHT5.
lITLE:
CITY OF CHULA VISTA
SEWER REHABILlA T10N (SW240)
PREPARED BY:
POTEN G. SAN PEDRO
APPROVED BY:
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3-41
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DRAWN BY:
POTEN G. SAN PEDRO
DATE: SHIIT IA
01-22-08 OF 2A SH7S.
nTLE:
CITY OF CHULA VISTA
SEWER REHABILlA T10N (SW240)
3-42
PREPARED BY:
POTEN G. SAN PEDRO
APPROVED BY:
R08ERTO YANO
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DRAWN BY:
POTEN G. SAN PEDRO
DA TE: SHEET 2A
01-22-0B OF 2A SHTS.
TITLE:
CITY OF CHULA VISTA
SEWER REHABILlA TION (SW240)
3-43
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POTE:N G. SAN PEDRO
APPROvrD BY.'
ROBERTO YANO
ACHMENT
1-
CITY OF CHULA VISTA DISCLOSURE STATEMENT
Pursuant to COWlcil Policy 101-01, prior to any action upon matters that will require discretionary action
by the COWlcil, Planning Commission and all other official bodies of the City, a statement of disclosure of
certain ownership or financial interests, payments, or campaign contributions for a City of Chula Vista
election must be filed. The following infonnation must be disclosed:
1. List the names of all persons having a financial interest in the property that is the subject of the
~lication or the contract, e.g., owner, applicant, contractor, subcontractor, material supplier.
~ L J-.-.I J} J'W1VG1-!.~..J -jl A-=\ lO'<<.J;- IL'\.A. r:u.:. z:" .
2. If any person' identified pursuant to (I) above is a corporation or partnership, list the names of all
individuals with a $2000 investment in the business (corporation/partnership) entity.
?^--'-' \. N. ,;~ ^ 'L/.l-l W.J ')l MI.
B^-^-, ~.) L. Ih...o'U-\,,~ v'rf::-u..;--
3. If any person' identified pursuant to (I) above is a non-profit organization or trust, list the names
of any person serving as director of the non-profit organization or as trustee or beneficiary or
trustor of the trust.
4. Please identify every person, including any agents, employees, consultants, or independent
contractors you have assigned to represent you before the City in this matter.
j\......-' I.. i'-I. 1/7t'.A,^"-A..J.'-"", F'''~
~ h...ull"lA-<"-' ,Grw .s.uJ';-.
,
5. Has any person' associated with this contract had any financial dealings with an official" of the
City ofChula Vista as it relates to this c.antract within the past,l2 months? Yes_No.$-
30
M: \General Services\Design\SW240\SW240SpecsPhase 1_ Rev9I. doc
3-44
If Yes, briefly descnbe the nature oithe financial 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 Council? No":j. Yes _liyes, which Council member?
7. Have you provided more than $340 (or an item of equivalent value) to an official" of the City
ofChula 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 +
liYes, which official'. and what was the nature of item provided?
Date:
':::.'<:',0:::'
c IJ) )/111/
Signature of Contractor! Applicant
p;V"1 ," 'W'C' .
'] /'..-V l H, )J rlA.J 1\ '1A-J vA>
Print or type name of Contractor! 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. .
31
M: \Geoeral Services\Desigo \SW240\SW240SpecsPhasel_ Rev9I.doc
3-45
RESOLUTION NO. 2008-
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
CHULA VISTA ACCEPTING BIDS AND AWARDING A
CONTRACT FOR THE "SEWER REHABILITATION
PROGRAM-PHASE 1, FY 05/06 & FY 06/07 & FY 07/08
VARIOUS LOCATIONS IN THE CITY OF CHULA VISTA,
CALIFORNIA (SW-240A)" PROJECT; AUTHORIZING
THE TRANSFER OF AVAILABLE SEWER FACILITY
REPLACEMENT FUNDS INTO THE PROJECT FROM THE
EXISTING 2006/07 & 2007/08 SEWER REHABILITATION
PROGRAM, AND AUTHORIZING STAFF TO INCREASE
QUANTITIES TO EXPEND ALL AVAILABLE FUNDS
FOR THIS PROJECT
WHEREAS, on March 5, 2008, the Director of Engineering and General Services received
seven (7) sealed bids for the "Sewer Rehabilitation Program - Phase 1, FY 05/06 to FY 07/08
various locations in the City ofChula Vista (SW-240A)" 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
of Chula Vista; and
WHEREAS, the project will include all labor, material, equipment, tools, transportation,
mobilization, control of sewage flow, installation of root barrier, traffic control, removal and
disposal of existing improvements, protection and restoration of existing improvements, and other
miscellaneous work necessary for the project; and
WHEREAS, bids were contingent upon a base bid and three additional alternate bids
(Alternate IA - Location at Lost Creek Road, Alternate 2A - Location at Telegraph Canyon Road,
and Alternate 1B - Use of Top Hat Lateral); and
WHEREAS, due to the current market for the use of lateral top hats, staff determined to
reserve the use of lateral top hats as a means of sewer rehabilitation for a later time or when the
manufacturing of the lateral top hats provide more profitable benefits; and
WHEREAS, tonight's action will award the contract contingent upon the submitted base bid
and two alternate bids (Alternate IA and Alternate 2A) totaling $457,325; and
ALTIE
CONTRACTOR BASE BID (not ALT1A ALT2A TOTAL
recommended
at this time)
KTA Construction, Inc. - El Cajon, CA $385,258.00 $340.600.00 $15,467.00 $56,600.00 $457,325.00
Burtech Pipeline, Inc. - Encinitas, CA $470,327.50 $570,500.00 $14,185.00 $88,600.00 $573,112.50
Erreca's, Inc. - Lakeside, CA $551,928.50 $256.100.00 $20,998.00 $82,242.00 $655,168.50
H:\ENGINEER\RESOS\Resos2008\04-1S.08\SW240A Sewer Rehab Program FY 05.08 Resorg~~ 6
Resolution No. 2008-
Page 2
ALT1E
CONTRACTOR BASE BID (not ALTIA ALT2A TOTAL
recommended
at this time)
$52,260.00
MJC Construction - Chula Vista, CA $679,837.50 (mathmaticaJ $17,790.00 $52,500.00 $750,307.50
error)
Bonita Pipeline, Inc. - National City, CA $682,615.95 $471,564.60 $28,858.82 $44,092.76 $755,567.53
Weir Construction Corp. - Escondido, $867,479.60 $474,164.60 $28,860.82 $44,092.76 $755,608.71
CA
WHEREAS, the low bid by KTA Construction, Inc. of $457,325 is $142,675 (40 percent)
below the Engineer's estimate of$758,369; and
WHEREAS, tonight's resolution will increase the Director of Public Works Operations'
authority to approve change orders as necessary up to the contingency amount of$91,465; and
WHEREAS, staff has reviewed the bid and is recommending awarding the contract to KTA
Construction, Inc. ofEl Cajon, California; and
WHEREAS, this project concentrated on sewers that were mainly west of the I-80S freeway,
having 85 percent located in the west side of Chula Vista and the remaining 15 percent located on
the east side of the I-80S freeway and no locations are located within Montgomery Area at this time.
NOW, THERFORE BE IT RESOLVED, that the City Council of the City Chula Vista does
accept bids and award a contract for the "Sewer Rehabilitation Program - Phase I, FY 05/06 & FY
05/07 & FY 07/08 various locations in the City of Chula Vista (SW -240A)" project authorizing the
transfer of available Sewer Facility Replacement Funds into the project from the existing 2006/07 &
2007/08 Sewer Rehabilitation Program, and authorizing staff to increase quantities to expend all
available funds for this project.
Presented by:
Approved as to form by:
Jack Griffin
Director of Engineering and
General Services
~CA,,~~~~~\i
Ann Moore '
City Attorney
H:\ENGINEER\RESOS\ResoslOO8\04-IS.08\SW240A Sewer Rehab Program FY 05-08 Reso3L2'4 7