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HomeMy WebLinkAbout1994/08/09 Item 16 COUNCIL AGENDA STATEMENT Item /1, Meeting Date 8/9/94 ITEM TITLE: Resolution ) 761.:J.. Accepting bids and awarding contract for "Sewer Rehabilitation - Phase V i~"~ />Y of Chula Vista, CA (SW-115)" Director of Public wrts lfP City Manag~ b ~ (4/5ths Vote: Yes_ NoX) SUBMITTED BY: REVIEWED BY: At 2:00 p.m. on July 13, 1994, in Conference Room 3 in the Public Services Building, the Director of Public Works received sealed bids for "Sewer Rehabilitation - Phase V in the City of Chula Vista, CA (SW-1I5)". The work to be done includes excavation and grading, asphalt concrete pavement, crushed aggregate base, trench shoring, traffic control, installation of 8" sewer mains, lining existing sewers using spiral-wound profile ribbed PVC pipe, rehabilitation of existing manhole, and other miscellaneous work shown on the plans. RECOMMENDATION: That Council accept bids and award contract to Ortiz Corporation in the amount of $169,106.00. BOARDS/COMMISSIONS RECOMMENDATION: Not applicable. DISCUSSION: In the Fiscal Year 1993-94 Capital Improvement Program, funds were included for sewer rehabilitation work. Subsequently, staff identified sewer mains that had cracked, broken or collapsed pipe sections which needed to be replaced. Attached are tables listing the locations and problems needed to be corrected and plats showing the location of the work. During the design process, staff reviewed as an alternative to digging up the street and replacing the existing sewer along its present grade that of lining the sewer. The project included five locations in which the entire sewer main between two manholes needed to be replaced or lined. In addition to the standard open trench method for replacing the sewer, staff included in the bid documents four additional methods for lining the sewers. They included the following: I. Insulation of 8" Folded PVC PiDe (Nu PiDe). The folded PVC pipe is heated with steam and is inserted in an existing sewer main and pulled through the sewer from manhole to manhole. The folded pipe is pressed against the inside wall of the sewer main by an expansion device which is also heated by steam. Folded PVC pipe is manufactured from identical material, and conforms to the same standards, as typical PVC pipe. The City's last sewer repair project used this method. 2. Installation of Cured in Placed Liner PiDe. This method utilizes the installation of an epoxy cured in-place liner pipe. This is also inserted into the existing sewer and uses hot water under It, - / Page 2, Item Meeting Date II, 8/09/94 pressure to affix the liner against the inner wall of the sewer main. The resins within the lining cure and become molded to the side of the existing pipe. 3. Installation of 8" Folded PVC pipe (Am-Liner). The Am-liner PVC pipe is similar in nature to the Nu Pipe listed above. 4. Installation of 8" Expanded Spiral-Wound Profile Ribbed PVC Pipe. In principle, the "Rib Loc Expanda Pipe" process comprises a continuous strip of PVC being wound into a pipe with an initial diameter I" to 2" less than the existing pipe to be renovated. Expanda Pipe is continuously pushed along the existing pipe by the winding action for its full length. Next a torque is applied to "Expanda Pipe", expanding it radially until it is torsionally restrained against the existing pipe wall and in intimate contact with the existing pipe. The process continues until the entire pipe has been renovated with "Expanda Pipe", being in intimate contact with the inside wall of the existing pipe. Anyone of the four methods listed above or standard open trench method was felt to be acceptable by staff. Bids for construction of the project were received from three contractors: Contractor Bid Amount Construction Method Bid 1. 2. 3. Ortiz Corporation - Chula Vista, CA Christeve Corporation - Arcadia, CA Insituform Southwest - Santa Fe Springs, CA $169,106.00 $199,414.40 $232,651.55 Spiral Wound PVC (Am-Liner) Cured in Place The low bid by Ortiz Corporation is below the engineer's estimate of $220,420.00 by $51,314.00 or 23.3%. Ortiz Corporation has previously done sewer work for the City, and their work has been satisfactory. The Engineer's estimate was based on the previous sewer rehabilitation project which used the Nu-Pipe process. Expanding construction options to include other processes helped reduce the costs of the proposed sewer rehabilitation project. Ortiz Corporation has chosen as their method of lining the sewer to use installation of 8" Expanda Spiral-Wound Profile Ribbed PVC Pipe. The Director of Public Works has a short video showing the process that is involved. It is available for Council viewing. In addition, a representative of the company is in attendance at tonight's meeting to answer any questions that Council might have concerning the process of installation of the pipe lining. The Spiral-Wound Profile Ribbed PVC Pipe product has been in use for the past 10 years and over 1 million lineal feet has been installed. Most of the work has been accomplished outside of the United States. Hancor, Inc. in October 1993 became licensed to manufacture and sell this project in the United States. Some recent jobs in the U.S. include: I) 2) 3) Country Club Sanitary District in Findlay, Ohio West Valley Sanitation District of Santa Clara County, CA Proctor & Gamble, Ivorydale Facility in St. Bernard, Ohio )t,., .2. Page 3, Item I b Meeting Date 8/09/94 Staff contacted people involved with the installation at sites 1 & 2 listed above. According to these references the work was performed by a specially trained crew and was completed to their satisfaction. The work has just been recently completed at both sites so they were unable to attest to the long term durability of the product. We were unable to make contact with a representative of site 3. The product to be used for lining the sewer main is the same as that used to make PVC pipe and staff believes it will prove to be a very satisfactory means of sewer repair. Prevailing Wage Statement The source of funding for this project is the sewer funds. No prevailing wage requirements were necessary or a part of the bid documents. Compliance with Federal and State MinoritylBusiness Women Owned Business requirements was unapplicable on this project. However, by advertising minority business owners were encouraged to participate. The low bidder is a minority business. Environmental Status The City's Environmental Review Coordinator has determined that this project is categorically exempt under Class 1, Section 15301(C) "Minor Alterations of Existing Facilities" of the California Environmental Quality Act. Disclosure Statement A copy of the contractor's disclosure statement is attached. Financial Statements Funds required for construction: A. B. C. Contract Amount: Contingencies (approximately 10%) Staff costs (construction inspection and design) $169,106.00 $ 16,894.00 $ 28.000.00 Total Funds Required for Construction $214,000.00 Funds available for construction: A. Sewer Rehabilitation - Phase V - Proj ect - SW -115 Sewer Funds Total funds available for construction $214.000.00 $214,000.00 FISCAL IMPACT: Funding used for this project will come from the Sewer Facility Replacement Fund. Upon completion of the project, the sewer main will require routine City maintenance involving cleaning the sewer on a periodic basis. SLH:dv:File #AR-042 (F:\home\engmeer\agenda\swrrehab.SUI) /~":J /16- i RESOLUTION NO. 17&/:1... RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA ACCEPTING BID AND AWARDING CONTRACT FOR "SEWER REHABILITATION - PHASE V IN THE CITY OF CHULA VISTA, CA. (SW-115)" WHEREAS, at 2:00 p.m. on July 13, 1994, in Conference Room 3 in the Public Services Building, the Director of Public Works received the following sealed bids for "Sewer Rehabilitation - Phase V in the city of Chula Vista, CA (SW-115)": Contractor Bid Amount Construction Method Bid ortiz Corporation Chula Vista, CA $169,106.00 Spiral Wound Christeve Corporation Arcadia, CA $199,414.40 PVC (Am-Liner) Insituform Southwest Santa Fe Springs, CA $232,651. 55 Cured in Place WHEREAS, the low bid by ortiz Corporation is below the engineer's estimate of $220,420.00 by $51,314.00 or 23.3%; and WHEREAS, Ortiz Corporation has previously done sewer work for the city, and their work has been satisfactory; and WHEREAS, the source of funding for this project is the sewer funds, therefore, no prevailing wage requirements were necessary or a part of the bid documents; and WHEREAS, compliance with Federal and State Minority/Business Women Owned Business requirements was unapplicable on this project, however, by advertising minority business owners were encouraged to participate and the low bidder is a minority business; and WHEREAS, the City's Environmental Review Coordinator has determined that this project is categorically exempt under Class 1, Section 15301(C) "Minor Alterations of Existing Facilities" of the California Environmental Quality Act. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF CHULA VISTA DOES HEREBY FIND, DETERMINE, ORDER AND RESOLVE AS FOLLOWS: Section 1. That the City Council concurs in the determination that this project is categorically exempt under Class 1, Section 15301(C) "Minor Alterations of Existing Facilities" of the California Environmental Quality Act. /~-f section 2. That the City Council does hereby accept the bid of ortiz corporation as responsive and awards the contract for "Sewer Rehabilitation - Phase V in the City of Chula Vista, CA. (SW-115)" to ortiz Corporation in the amount of $169,106.00. hereby behalf section 3. authorized and of the City of The Mayor of the City of Chula vista is directed to execute said contract for and on Chula vista. Presented by Approved as to form by John P. Lippitt, Director of Public Works Bruce M. Boogaard, City Attorney C:\rs\swrrehab.V Ij, -{, THE em OF CHULA VISTA DISCLOSURE STATEMENT You are required to IDe a Statement of Disclosure of certain ownership or financial interests, payments, or campaign contnoutions, on all matters which will require discretionary action on the part of the City Council, Planning Commission, t \d all other official bodies. The following information must be disclosed: 1. List the names of all persons having a financial interest in the property which is the subject of the application or the contract, e.g., owner, applicant, contractor, subcontractor, material supplier. ORTIZ CORPORATION SAN CON ENGINEERING SIM. J. HARRIS HANCOR INC., DBA PIPE TECH 2. If any person. identified pursuant to (I) above is a corporation or partnership, list the names of all individuals owning more than 10% of the shares in the corporation or owning any partnership interest in the partnership. MARCELINO E. ORTIZ JOSE O. ORTIZ 3. If any person. identified pursuant to (I) above is non-profit organization or a trust, list the names of any person serving as director of the non-profit organiziltion or as trustee or beneficiary or trustor of the trust. 4. Have you had more than $250 worth of business transacted with any member of the City staff, Boards, Commissions, Committees, and Council within the past twelve months? Yes_ No~ If yes, please indicate person(s): 5. Please identify each and every person, including any agents, employees, consultants, or independent contractors who you have assigned to represent you before the City in this matter. MARCELINO E. ORTIZ JOSE O. ORTIZ 6. Have you and/or your officers or agents, in the aggregate, contributed more than $1,000 to a Council member in the current or preceding election period? Yes_ N02 If yes, state which Council member(s): Date: JULY 13, 1994... (NOTE: Attach additional pages as Derssart;';'1 ~e of contractor/applicant JOSE O. ORTIZ, VICE PRESIDENT II, -? Print or type name of contractor/applicant · Person is defined as: -Any ;ndividual.finn. co-partner'5hip.joint wnture. association. social dub. fraternal organization. cotpOl'tlt;on. estate, tI'II.st. nmwr. syndicate. this and dny other county. city and countf)'. city municipality. district. or othtr poIiticol subdivision. or any other K"O"P or combination acting as a unit.. F20M PI PETEC. I NC. FRI1T PHONE NO. 510 252 9506 Jul. 27 1994 1i:25At1 P01 .tt4lET4EClBl .__ J ---.- 4564 Enterprise Street Fremont, CA 94536-63]5 Telephone: (510) 252-9449 FAX: (SIO) 252-9506 FAX COVER SHEET Date: truly 27 1Qq4 Time: 11-00 A~m~ Sending To Fax /I 16191 691-5171 Shale Hanson S..\d To (porson) city of Chula Vista Compsny Nome Bud Layton Scmt Prom (person) PIPETEC Company Name 276 Fourth Avenue Street Chula Vista, CA 91910 Str<>cl City Stille Zip City Stille Zip Telephone Numhe,' Telephone Nwnber Totnl NUllIber of Pages 2 ( Includlllg this c,ovcr sheet) IF YOV DO NOT RECE]VE ALL THE PAGES. PLEASE CALL BACK AS SOON AS POSSIBLE! Ask for:__..~~I\l.Id" SPECIAL INSTRUCTIONS: Mr. Hanson, All the attached list are jobs completed in the past 6 months. Please let me know as soon as you can about the city council meeting date, so I can make plans to attend. Thanksl..... I"~Y FROM PIF'ETEC, INC. FRI1T PHOt-jE HU. ~ lid d:::>d ::l::-l::::.1b Jul. dr 1':::1':::1"4 ll.';;::~HI'1 ,U.::::: LISTED BELOW ARE THE MOST RECENTLY COMPLETED JOBS York City Quebec, Canadll Andrzej Drezwiecki (416) 394-2507 Roches et Associes for Ste. Anne de Beaupre Quebet, Canada Michel Beaupre (418) 837-1778 Dessau Inc, For St, Therest Quebec, Canada Frederit Sauriol (514) 384-5660 West Valley SlInitation District of SllntA Clal'a County City of Los Glltos - (two separate lines) Mr. Jonllthan Lee 100 E. Sunnyoaks Avenue Campbell. CA 95008 (408) 278-2407 Proctor & Gamble, lvorydllle Facility Mr. Ertice Litton clo Fluor Daniel Spring GI'o\'e Avenue St, Bernllrd. OH (513) 627-7184 Country Club Sanitary ])jstrict MI'. PlIt Altvater Municiplll Building liJndlay. OR 45840 (419) 424-7121 It, - , SEWER REhntllLlTATION V PLAT 1 SIZE/ APPROX. LOCATION OF RECOMMENDED MANHOLES TAPE STREET LOCATION TYPE DEPTH PROBLEM PROBLEM REPAIRS LATERALS 812-811 36 ELDER AVE SOUTH OF D ST 8"NCP 7' 179'-182' CRACKED PIPE REPLACE 1 249' - 258'(MH) BROKEN PIPE REPLACE 1 877-876 38 FLOWER ST E. OF BRIGHTWOOD AVE 8"NCP 8' 324' - 330' BROKEN PIPE REPLACE 0 880-876 39 BRIGHTWOOD AVE NORTH OF E ST 8"NCP 8' 19'-22' CRACKED PIPE REPLACE 1 39'-45' BROKEN PIPE REPLACE 1 1881-1880 39 BRIGHTWOOD AVE BTWN. FLOWER & E ST 8"NCP 8' 18'-24' BROKEN PIPE REPLACE 2 38'-47' BROKEN PIPE REPLACE 0 234' - 240' CRACKED PIPE REPLACE 0 873-872 39 FIFTH AVE SOUTH OF FLOWER ST 8"NCP 8' 0-9' CRACKED PIPE REPLACE 2 874-873 39 FIFTH AVE BTWN. FLOWER & E ST 8"NCP 8' 90' -99' CRACKED PIPE REPLACE 2 114'-117' BROKEN PIPE REPLACE 1 251' - 257' BROKEN PIPE REPLACE 0 PLAT 2 1776-777 39 IBROADWAY IBTWN. SEA VALE & CST I 8"NCP I 14' IENTIRE LINE - 267' IBROKEN PIPE IREPLACE/IN PLACE LINING I 9 (REHABV1W01 ) '\:::) '" \ ~ SEWER REHABILITATION V PLAT 3 SIZEI APPROX. LOCATION OF RECOMMENDED MANHOLES TAPE STREET LOCATION TYPE DEPTH PROBLEM PROBLEM REPAIRS LATERALS 833-834 39 N. SECOND AVE N. OF E ST 8"NCP 8' ENTIRE LINE - 300' BROKEN PIPE REPLACElIN PLACE LINING 15 847-846 39 CHULA VISTA ST BlWN SECOND & DEL MAR 8"NCP 7' 84'-70' BROKEN PIPE REPLACE 0 153'-159' CRACKED PIPE REPLACE 0 231' -237' BROKEN PIPE REPLACE 1 841-842 84 N/O D ST N/O D ST, MH 841 8"NCP 16' ENTIRE LINE - 271' BROKEN PIPE INVERSION LINE 1 860-861 40 THIRD AVE N/O KIMBALL TERRACE 8"NCP 9' 147' - 150' CRACKED PIPE REPLACE 0 171' - 178' BROKEN PIPE REPLACE 0 850-849 38 N. SECOND AVE N. OF SEA VALE ST 8"NCP 7' ENTIRE LINE - 331' BROKEN PIPE REPLACElIN PLACE LINING 17 848-849 38 N. SECOND AVE S. OF SEA VALE ST 8"NCP 7' 91' -98' CRACKED PIPE REPLACE 0 142'-151' CRACKED PIPE REPLACE 0 854-853 38 DEL MAR AVE S. OF SEA VALE ST 8"NCP 8' 11' -14' CRACKED PIPE REPLACE 0 27' - 37' BROKEN PIPE REPLACE 0 48' -78' CRACKED PIPE REPLACE 3 145'-151' BROKEN PIPE REPLACE 0 853-855 38 SEA VALE ST W. OF DEL MAR 8"NCP 9' ENTIRE LINE - 337' BROKEN PIPE REPLACElIN PLACE LINING 18 (REHABV2Wa1) ~ I ~ SEWER REt~"ILlTATION V PLAT4 SIZE! APPROX. LOCATION OF RECOMMENDED MANHOLES TAPE STREET LOCATION TYPE DEPTH PROBLEM PROBLEM REPAIRS LATERALS . 830-831 40 FOURTH AVE BlWNC&Dsl 8"NCP 8' 37'-40' CRACKED PIPE REPLACE 0 62'-68' BROKEN PIPE REPLACE 1 74'.77' CRACKED PIPE REPLACE 0 96' -99' CRACKED PIPE REPLACE 0 117'-128' CRACKED PIPE REPLACE 0 173' . 176' CRACKED JOINT REPLACE 0 192'-195' CRACKED PIPE REPLACE 1 305' . 308' CRACKED PIPE REPLACE 1 831-832 40 FOURTH AVE BlWN C & DST 8"NCP 8' 81'.87' CRACKED PIPE REPLACE 0 815-814 36 CASSELMAN ST E. OF MONTE VISTA AVE 8"NCP 7' 86'-89' CRACKED PIPE REPLACE 0 186'.189' CRACKED PIPE REPLACE 0 226' . 232' CRACKED PIPE REPLACE 0 260' - 266' CRACKED PIPE REPLACE 0 PLATS ~ \ ~ '" 838-839 36 DST E. OF FOURTH AVE 8"Ne? 8' 53'-59' CRACKED PIPE REPLACE 0 93' -99' CRACKED PIPE REPLACE 2 111'.114' CRACKED PIPE REPLACE 0 136'.139' CRACKED PIPE REPLACE 0 221' - 240' BROKEN PIPE REPLACE 1 285' - 292' CRACKED PIPE REPLACE 0 301'-307' CRACKED PIPE REPLACE 0 313' - 334'(MH) BROKEN PIPE REPLACE 2 839-826 36 DST E. OF FOURTH AVE 8"NCP 13' 17'-42' CRACKED PIPE REPLACE 0 85'-88' CRACKED PIPE REPLACE 0 103'-109' CRACKED JOINT REPLACE 0 137'-146' BROKEN PIPE REPLACE 0 165'-168' CRACKED PIPE REPLACE 0 269' - 313' SAG/OFFSET JOINT REPLACE 0 PLATS 1892 - 891 45 I FOURTH AVE IS. OF E STREET 8"NCP 9' 1139'-145' IBROKEN PIPE I REPLACE PLAT7 REHABILITATE MANHOLE, LOCATED ON PLAT 7 (REHABYJ.WQ1) ~. _"'7'" - .-----" 1 \ \. ~ \~ -~- "7 .- o --- ~~. --- - ~ - , LOCATION OF WORK: ,/ 01, \ \ \ \ \ \ '- '- '" \ \\0 ; NO SCALE ,/ ~ FY 1993-94 SEWER REHABILI~A~ION PROG~I, - PHASE V /J-13 WORK ORDER NO. AR-042 II PLAT N'J!'~BEF.: 1 II DATE 11/18/93 II 3.H .' ------- , -' 7 ~ . / ~/ ____~ _~~OJo · s"\' . . . . . . . . . . . . . . . - . . .. .' . . t;' C '4 \~ LOCATION OF WORK: NO SCALE ---. ~. -- ) ~ # ' .... . . .. f'" d /--~ / "- cf\ \ \ \ \ ' \ '. \ \ b \ I " / -. ~ ~=~ FY 1993-94 SE.....ER REHABILITh-:':ON /'-10/ I I PROGRAM - PHASE V !: WORK ORDER NO. AR-042 I PLAT NUr.1BER: 2 II DATE 11/18/93 II EVH - -.--..---..-- ...~ ~, ~ /' ( -- "-.. \ SECOND I l..--- /' 5= '0.4% \\ _/ " ~ s= 0,4 % ~ ~~':- .... '~I . ~ <t ~ tFi , ~ S; ';t . " I '- - , '. .~ .. . . ..... w w a:: ..... V) to \rl o:l <t ...J :I: U (O~). ..... .J :1 "'.i 5=0.4 % . .. . .. M DEL .. . , . , .. 8 . MAR I (w \...J \~ m' '<Sl . . . '. <t W V)= . M . . . , (;f'~,J C'.M ,~ 'B~'~ , .. , '- . J m ...J a:: ...J a:: c:t . ~j~ o If' '. I -- --- LOCATION OF WORK: / d. \ " " \ \ '-. "- \ \\\\p / NO SCALE WORK ORDER NO. FY 1993-94 SEWER REHABILITA~ION PROGRAM - PHASE V AR-042 II PLAT NUMBER: 3 II DATE ," (""ITffi ) THIRD \_1 ,= . L DIS - ~ IJ -If I ___=-.J 11/18/93 Ii B\'i-j l ...... "" ~... <:. r '~ \~\ ' ',1 @ , i oj tJ< \ ~ lj ~.\1' 't', \' _ ~ \.'J r. ' ": .\ - tf"\\ I t', ,<. ;' ,- , - ~ .<~.\0 "r" ,~- - - LOCATION OF WORK: /' "-. 1\,\",\\\" o '-' , \_~-r' , " / ./ II Ii NO SCALE FY 1993-94 SE~ER REHABILIThTION PROGRAM - PHASE V I""/~ WORK ORDER NO. AR-042 II PLKT Wc}J.:3ER: 4 II Dl'.TE: 11/18/93 I! 3\'ij ~ ~~o I ~ ~. ,e".'~ " b . G"--O'-J S .~ e ~ GS ..,' --J" I \~ , ' ~ e~"~\ ~i .~ .\\. ~ \ \ \ \ \. . \- --- ~. ~\ "," \ , ) \ \~6\J?\~ LOCATION OF WORK: ...... ---- / '-., ~\\\\\\\\\\';b '. / NO SCALE tWORK ORDER NO. FY 1993-94 SE~ER REHABILI7hc:8N PROGRAM - PHASE V AR-042 II PLAT N1JMBER: 5 II DATE It-I '1 11 / 18 /93 II ---} [, BVl-i 1L .' 'e~\ ~ .- ~ ~ ~ :t:. \ , , - ~ -" LOCATION OF WORK: /' d,\' \ \ \" \ " "- , \ \ 0 / NO SCALE /' ~ ~ .- I ~ORK ORDER FY 1993-94 SEWER REHABILIT~~ION PROGRAM - PHASE V NO. AR-042 II PLAT NUMBER: 6 II Dr.TE.: /~-/y 11/18/93 II _;;.=c==,=, / / / / / / / / / / / / / / ~ / / / / / / / / / / / MANHOLE TO BE ~ ....~ REHABILITATED ~ --.- \ ...~ \_~- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /~ \ \ \ (" \ \ \ \ \ \ \ \ \ \ \ \ , \ \ LOCATION OF WORK: ~ NO SCALE r bo," ORD'R NO. FY 1993-94 SEWER REHABILITh':'ICN ~/ ~/q PROGRAM - PHASE V /~ I AR-042 II PLAT N1..;:<3ER: 7 II DATE 2/18/93 II B"/]-1