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Resolution No. 2011-005RESOLUTION NO. 2011-05 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF VERNON ACCEPTING THE BID OF SAK CONSTRUCTION, LLC FOR THE INSTALLATION OF STORM DRAIN TRENCHLESS MANHOLE -TO -MANHOLE PIPE LININGS AND SECTIONAL LININGS (POINT REPAIRS) ALONG VERNON AVENUE WHEREAS, Contract No. CS-0015 of the City of Vernon was approved by the City Council of the City of Vernon pursuant to Resolution No. 2010-157, and sealed bids were opened on December 8, 2010; and WHEREAS, said bids were referred to the Director of Community Services & Water, who recommends to the City Council in a memo dated December 16, 2010, that Contract No. CS-0015 for the installation of storm drain trenchless manhole -to -manhole pipe linings and sectional linings (point repairs) along Vernon Avenue be awarded to SAK Construction, LLC on the basis of its bid in the amount of One Hundred Ten Thousand Two Hundred Ninety Dollars and Thirty Cents ($110,290.30), being the lowest responsible bidder. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF VERNON AS FOLLOWS: SECTION 1: The City Council of the City of Vernon hereby finds and determines that the recitals contained hereinabove are true and correct. SECTION 2: The City Council of the City of Vernon does hereby award Contract No. CS-0015 to SAK Construction, LLC in accordance with the recommendation of the Director of Community Services & Water, and authorizes the Mayor or Mayor Pro-Tem to execute the Contract for, and on behalf of, the City of Vernon, and the City Clerk, or Deputy City Clerk, is authorized to attest thereto. SECTION 3: All other bids are rejected subject to execution of the contract and the City Treasurer is hereby directed to return to unsuccessful bidders any cashier or certified checks deposited with said bids upon the receipt of an executed contract from SAK Construction, LLC accompanied by all required bonds and certificates. SECTION 4: The City Clerk of the City of Vernon shall certify to the passage, approval and adoption of this Resolution, and the City Clerk of the City of Vernon shall cause this Resolution and the City Clerk's certification to be entered in the File of Resolutions of the Council of this City. APPROVED AND ADOPTED this 3rd day of January, 2011. AT Willard G. YamgKgPchi, (Vity Clerk Name: Hilario Gonzales Title: Mayor 2 STATE OF CALIFORNIA ) ) ss COUNTY OF LOS ANGELES ) I, Willard G. Yamaguchi, City Clerk of the City of Vernon, do hereby certify that the foregoing Resolution, being Resolution No. 2011-05, was duly passed, approved and adopted by the City Council of the City of Vernon at a regular meeting of the City Council duly held on Monday, January 3, 2011, and thereafter was duly signed by the Mayor or Mayor Pro-Tem of the City of Vernon. Executed this '� day of January, 2011, at Vernon, California. (SEAL) Willard G. uchgj City Clerk - 3 - CITY CLERK'S OFFICE INTER -OFFICE MEMORANDUM DATE: January 5, 2011 TO: S. Kevin Wilson, Director of Community Services & Water FROM: Willard Yamaguchi, City Clerk V RE: Resolution No. 2011=05 - A Resolution of the City Council of the City of Vernon Accepting the Bid of Sak Construction, LLC for the Installation of Storm Drain Trenchless Manhole -to -Manhole Pipe Linings and Sectional Linings (Point Repairs) Along Vernon Avenue Transmitted herewith is a copy of Resolution No. 2011-05, referenced above, which was approved by City Council on January 3, 2011. wY:dj c Resolution No. 2011-05 Contract No. CS-0015 e v-�1 -1 '�' !,r21vll .--- 7 TO: Honorable Mayor and City Council FROM: Samuel Kevin Wilson, Director of Community Services & Water RE: Contract No, CS-0015: Vernon Avenue Storm Drain Trenehless Manhole -To - Manhole Pipe Linings & Sectional Linings (Point Repairs) Project — Bid Award The bids for Contract No. CS-0015, Vernon Avenue Storm Drain Trenchless Manhole -To - Manhole Pipe Linings & Sectional Linings (Point Repairs) Project, were received and opened on December 8, 2010. The calculated results are as follows: SAK Construction, LLC $ 110,290.30 Sancon Engineering Inc. $ 185,983.00 The project consists of cleaning and performing Closed -Circuit Television (CCTV) in the existing pipes. Install new pipe liners using Cured -In -Place Pipe (CIPP) method to repair damaged sections of the storm drain main on Vernon Avenue. The project also involves sectional lining (point repair) on 10 sections of cracked existing pipes. Existing lateral connections located within the lining sections shall be cut open and reconnected after installation of the linings. The lined sections of the pipes shall be CCTV again for final approval. The project was first bid in April 2008. At that time there was only one bidder with a bid amount of $233,064.00. The City Council was rejected the bid, since only one bid was received and the cost was over the budget. SAK Construction, LLC's bid amount is 47.32% of the 2008 bid for the same project. I recommend that Contract No. CS-0015 be awarded to SAK Construction, LLC in the bid amount of $110,290.30 and a resolution awarding the contract be adopted and the Mayor and City Clerk be authorized to execute the contract documents. 4 Of.vRR - 9 COMMUNITY SERVICES & WATER DEPARTMENT OFFICE MEMORANDUM TO: Mark Whitworth, City Administrator FROM: Samuel Kevin Wilson, Director of Community Services & Water DATE: December 16, 2010 SUBJECT: CONTRACT No. CS-0015 — VERNON AVENUE STORM DRAIN TRENCHLESS MANHOLE -TO -MANHOLE PIPE LININGS & SECTIONAL LININGS (POINT REPAIRS) - BID AWARD The bids for Contract No. CS-0015, Vernon Avenue Storm Drain Trenchless Manhole -To - Manhole Pipe Linings & Sectional Linings (Point Repairs) Project, were received and opened on December 8, 2010. The calculated results are as follows: SAK Construction, LLC $ 110,290.30 Sancon Engineering Inc. $ 185,983.00 The project was first bid in April 2008. At that time there was only one bidder with a bid amount of $233,064.00. The City Council was rejected the bid, since only one bid was received and the cost was over the budget. SAK Construction, LLC's bid amount is 47.32% of the 2008 bid for the same project. It is my recommendation that Contract No. CS-0015 be awarded to SAK Construction, LLC in the bid amount of.$110,290.30. SAX Construction, LLC has been found to be a licensed, financially capable company and has satisfactorily completed similar capital improvement projects with other public agencies in Southern California. Please place this item on the January 3, 2011 City Council meeting agenda. Thank you. SKW/pc Enclosures � pF VgR V• �J oiGl`� Rye mop t Bf LY 1"9 COMMUNITY SERVICES & WATER DEPARTMENT OFFICE MEMORANDUM TO: Willard Yamaguchi, City Clerk/Interim City Attorney FROM: Samuel Kevin WilsorNirector of Community Services & Water DATE: February 17, 2011 SUBJECT: Vernon Avenue Storm Drain Trenchless Manhole -To -Manhole Pipe Linings & Sectional Linings (Point Repairs) CONTRACT No. CS-0015 Enclosed are Contract No. CS-0015 documents, in triplicate. Please sign the documents where indicated and forward the documents to the City Mayor Mr. Hilario Gonzales for his signature. Please return the documents to my office when they are completed. Thank you. SKW/pc Enclosures O:W ENGNEERMOC.I.P.Projects\607-(CS-o015)-Ver o S.D.L &g-Bidding\ComWmdenoe\Memos\Citysigr t 021711.doc CITY CLERK'S OFFICE INTEROFFICE MEMORANDUM DATE: March 8, 2011 TO: S. Kevin Wilson, Director of Community Services & Water FROM: Willard Yamaguchi, City Clerk RE: Contract No. CS-0015 - Vernon Avenue Storm Drain Trenchless Manhole —to -Manhole Pipe Linings & Sectional Linings (Point Repairs) Transmitted herewith are two duplicate originals of the contract referenced above, approved by the City Council of the City of Vernon on January 3, 2011, through Resolution No. 2011-05. If you have any questions, please let me know. Thank you.. WY: dj Attachments c: Contract No. CS-0015 Resolution No. 2011-05 CITY OF VERNON CALIFORNIA VERNON AVENUE STORM DRAIN TRENCHLESS MANHOLE -TO -MANHOLE PIPE LININGS & SECTIONAL LININGS (POINT REPAIRS) CITY CONTRACT No. CS-0015 BID OPENING DATE: December 8, 2010 COMMUNITY SERVICES & WATER DEPARTMENT 4305 SANTA FE AVENUE VERNON, CA 90058 (323)583-8811 TABLE OF CONTENTS A. NOTICE INVITING SEALED PROPOSALS BIDS) Page ............... ...................................... A-1 B. INFORMATION FOR BIDDERS 1. General .......................................................................................... 2. Contract Documents ............................... ....I................ ........................................................... 3. License B-1 4. Proposals B-1B-1 .......................................:............................... 5.. Contract and Bonds ........................... .................................. 6. Addenda B-2 ........................................................................ 7. Withdrawal of Bid B-3 .......................... ... .......................... ..................................................... 8. Award or Rejection of Bids B-3 ............. . 9. Bidders Interested in More Than One Bid ................................... ............ ...................................... 10. Insurance and Financial Requirements ..... B-3 ................ ............. 11. Preliminary Estimate ........................... B-3 .............................................................:............ .......... 12. Deductive Items B-3 ......... ........................................................................................... 13. Tour of the Site B-4 ............................................................................... 14. Project Description ................................. B-4 . ........ 15. Project Map .................................... B-4 ................... B-5 C. BID FORM PROPOSAL TO THE CITY OF VERNON 1. Proposal .......... ..................................................................................... ................. 2. Bid Prices C-1 { ............. ............ 3. Materials C-2 4. Subcontractors .................................................................................. ............................. 5. Deposit of Security .........................:. C-6 ................................................................ .................... . Bonds C 7 .......................................:............. . 7. Withdrawal C-7 . .........I .............. ........ ..........................................:.................................... 8. Principals....................................................... . C-7 9. License and Signature ................ ......... ..................................................................................... 10. Bidder's Qualifications ..................................... C-8 ......................................................................... 11. Contractor's Acknowledgement of Insurance Requirements C-9 ..................... ..... . ........................... C-10 D. CONTRACT Article 1. GENERAL ...................... ........D-1 Section 1. Scope of Work ....................... .......D-1 Section 2. Term of Contract......................... ................................................................................ .....D-1 Section3. Consideration .................................................................................................................D-1 Section 4. Payments ................................. .............. ..D-1 Section 5. Contract Documents ......................................................:.......... - ..................... ...... ........ .....D-2 Section 6. Compliance with Provisions of Law . .............................................. .................. ................D-3 Section 7. Costs and Attorney's Fees ....................... .........D-3 Section8. Notices .......... ................................................ ..................................................... Section 9. Conflict with Plans and Specifications ............................ .........................D-3 Section 10. Assignment..................................................................... .............D-3 Section 11. Paragraph Headings......................................................................... ...........................D-3 Section 12. Authority of the City's Representative ............................................................................D-4 i Page Article 2. WAGES, HOURS AND WORKING CONDITIONS.................................................... D-4 Section 13. General Prevailing Wages .................... Section14. Hours of Work Section15. .................................................................................................................. Apprentices D-4 Section16. .................................................................................................................. Subcontractors D-4 Section17. .................................................................................................................. Discrimination D-4 Section 18. .................................................................................................................. Safety D-5 Section 19. ................................... Competence of Workers ................................................................................................... D-5 Article 3. INSURANCE, INDEMNIFICATION AND BONDS ..................................................... D-5 Section20. Insurance.................................................................................................................. D-5 Section21. Indemnification................................................................................................................. D-6 Section 22. Workers' Compensation.................................................................................................... D-6 Section 23. Labor and Material Bond ....................................... :.......................................................... D-6 Section24. Performance Bond............................................................................................................ D-6 Article4. PERFORMANCE....................................................................................................I........ D-6 Section 25. Time for Completion........................................................................................................ D-6 Section26. Force Majeure Section27. .................................................................................................................. Utility Relocation D-7 Section 28. .............................................................................................................. Public Convenience D-7 ....................................................................................I..................... D-7 Section29. Excavations.................................................................................................................. D-8 Section30. Extra Work Section31. .................................................................................................................. Clean-Up D-8 Section 32. .................................................................................................................. Materials D-9 Section 33. ... .................................................. ..............:........................................... ... Permits and Licenses D-9 ......................................................................................................... D-9 Section34. Land and Rights of Way................................................................................................... D-10 Section 35. Plans and Drawings Section 36. ............................................. ........ ....................:................................. Shop Drawings Submitted by the Contractor D-10 ................................................................... D-10 Section 37. Supervision by the Contractor.......................................................................................... D-11 Section38. Inspection of Work Section 39. ........................................................................................................... Correction of Defective and/or Unauthorized D-11 Work.......................................................... D-12 Section 40. Errors or Discrepancies Noted by the Contractor........................................................... ... D-12 Section41. Equipment ...... .......................................................................................................... D-12 ... Article5. MISCELLANEOUS..........................................................................................................D-12 Section 42. Damages for Delay............................................................................................. Section 43. Guarantee Section 44. Risk of Loss Prior to Final Acceptance.............................................................. Section45. Termination ......... ...............................................:........................................... Section 46. Records, Inspection, and Audit.......................................................................... Section 47. Standard Specifications.......... ............................................................................. Section 48. Independent Contractor....................................................................................... Section49. Waiver.......................................................................:................:............ Section 50. Governing Law ............................. .....:............................................... ................. Section 51. City Not Obligated to Third Parties................................................................... Section 52. Dispute Resolution.............................................................................................. ..D-12 ..D-13 ........... ..D-13 ........... ..D-13 ........... ..D-14 I..I....... ..D-15 ........... ..D-15 ........... ..D-15 ........... ..D-15 ........... ..D-15 ........... ..D-15 it PaLye Section 53. Assignment of Unfair Business Practices ......................... ............. D-16 .................................. Section 54. Entire Agreement .................................................. .... D-16 Section 55. Headings and Captions .......................................... ............. D-16 ............................................ Section 56. Authority to Execute this Contract.................................................................................. D-16 Section57. Severability................................................................................................................ D-17 Section 58. Counterpart and Duplicate Originals ............................................ ............................... D-17 Section 59. Survival of Terms .......................................... ................ D-17 E. BOND FORMS AND INSURANCE REQUIREMENTS ............................................................... E-1 Workers' Compensation Certificate .................................. ................................................ PerformanceBond E-2 ..................................... I......................................................................... Labor and Material Bond E-3 ................................:..................... InsuranceSchedule ................................................ E-5 .......................................................................... Documentation Required ............ ..................................... ............................... ...... E-7 I. Proof of Insurance, Approval as to Form ...................:............................ ............ E-7 ................... ............ Sample Irrevocable Letter of Credit ........................................................ E-8 .................................... . E-9 F. SPECIAL PROVISIONS ............................................. ..................................................... F-1 I. GENERAL ................................................... Standard Specifications ............................................ ............... F-1 ................................................: Examinationof the Site ............................................... ............... F-1 . ................................ I............................................................................. Mobilization................................................................................................ F-1 TrafficControl ............... F-I ....................................................................................... Prohibited Parking In Work Area ................. ....... F-1 ............................................. ConstructionSchedule ..................................................... ....... F-1 ............................................................. ConstructionHours ........................................ .......... F-1 . .......................................................................... Construction Signs .......................... ........... F-2 ......................................... Construction Activities Coordination F-2 ................................................. MaterialSubmittals .............. F-2 ................................................................ Public Convenience .......:....................................... F-2 .............................. Temporary Water Meter ..... 17-2 ....................................................: Private or Public Property Damage ...................... ............................................. .............. F-2 . ................................................................................ Cleaning of the Site During Construction F-3 ................................ Storm Water Pollution Prevention Plan (SWPPP) ......................................................... .. F-3 ............................................... Sanitary Facilities ..................... .......... F-3 .................................:. UnitPrices .... F-4 .............................................................................. Existing Offset Manholes on Vernon Avenue F-4 .............................................. Additional Pipe Quantities ..................... ................. F-4 .................................................. ........................................... .................. F-4 II. TRENCHLESS MANHOLE -TO -MANHOLE PIPE LININGS & POINT REPAIRS .......... F-4 500-1.1.1 General.................................................................................................... F-4 500-1.1.4 Cleaning and Preliminary Inspection ...................I F-5 500-1.1.5 Television Inspection ............................................ ....... F-5 .............................................. 500-1.1.7 Miscellaneous....................................................... . .......... F-5 ........................................... 500-1.2 Pipeline Point Repair,..............................................................................:...........:.... F-6 500-1.4 Cured -In -Place Pipe Liner (CIPP) ........... F-6 ............................................... 500-1.7.5 Chemical Resistance and Physical Testing ............................................................... F-6 .......................................... 500-1.7.6 Installation and Field Inspection .......I ................ F-6 ........................................... 500-1.7.7 End Seals ............ ................ ......................................................................... F-6 G. STANDARD PLANS ff NOTICE INVITING SEALED PROPOSALS (BIDS) NOTICE IS HEREBY GIVEN that the City of Vernon, (hereinafter "City") invites and will receive sealed proposals (bids) up to the hour of two (2) o'clock p.m. on Wednesday, December 8, 2010 (according to the clock in the City Clerk's office), for the furnishing to said City of all transportation, equipment, materials, labor, supplies and services necessary for Contract No. CS-0015, Vernon Avenue Storm Drain Trenchless Manhole -to -Manhole Pipe Linings & Sectional Linings (Point Repairs). Proposals (Bids) shall be submitted to: City Clerk City of Vernon 4305 Santa Fe Avenue Vernon, CA 90058 At said time, the bids will be opened in public and announced at the offices of the City. Bids shall conform to and be responsive to the requirements for Contract No. CS-0015, Vernon Avenue Storm Drain Trenchless Manhole -to -Manhole Pipe Linings & Sectional Linings (Point Repairs) and must be accompanied by a bid bond. The City Council of the City reserves the right to reject any and all bids. Copies of the Contract No. CS-0015, Vernon Avenue Storm Drain Trenchless Manhole -to -Manhole Pipe Linings & Sectional Linings (Point Repairs). Proposals (Bids) are on file and maybe examined in the office of the City located at: mailed). 2010. Community Services & Water Department 4305 Santa Fe Avenue Vernon, CA 90058 Copies may be obtained from said office with a nonrefundable deposit of $20.00 per set ($40.00 if Dated at the office of the City Cleric of the City of Vernon, this — day of WILLARD YAMAGUCHI, CITY CLERK of the City of Vernon, California - A-1 - B. INFORMATION FOR BIDDERS 1. General The work hereunder must be done in strict conformity with the plans and specifications adopted and approved by the City for Contract No. CS-0015, Vernon Avenue Storm Drain Trenchless Manhole -to - Manhole Pipe Linings & Sectional Linings (Point Repairs). 2. Contract Documents (a) The Contract Documents shall consist of the following: Notice Inviting Sealed Proposals (Bids) Information for Bidders Bid Form Proposal Bid Bond Contract Performance Bond Labor and Material Bond Proof of Insurance Workers' Compensation Certificate Special Provisions Detailed Plans and Specifications Standard Specifications and Drawings (b) All terms and conditions contained in the Contract Documents shall become a part of the Contract entered into between the successful bidder and the City. The City Council of the City reserves the right to reject any and all bids, and to waive any and all irregularities in any bids. 3. License A bid submitted by a Contractor who is not licensed in accordance with the provisions of Division III, Chapter 9, of the Business and Professions Code of the State of California will not be considered for award. 4. Proposals (a) Bids must be made in. accordance with the following instructions: (1) Bids shall be made on the Bid Form Proposal furnished by the City as a part of Contract No. CS-0015, Vernon Avenue Storm Drain Trenchless Manhole -to Manhole Pipe Linings & Sectional Linings (Point Repairs) All bids shall be properly executed with the signatures of all signatories written in longhand. All blank items shall be filled in. Numbers shall be spelled out and written in Arabic figures. If the words and Arabic figures are different, the words shall be used and the Arabic figures disregarded. Erasures, interlineations or other corrections shall be authenticated by affixing next to the mark or correction, or in the margin immediately adjacent thereto, the initials of the signatory(ies) to the bid. If the unit price and the total amount set forth by a bidder, for any item, are not in the Bid Form Proposal, the unit price alone shall be considered as representing the bidder's intention, and the totals shall be corrected to conform thereto. (2) Bidders must submit bids on all of the schedules set forth in the Bid Form Proposal. (3) Bids shall not contain any recapitulation of the work to be done. Alternative proposals will not be considered except as specified. Oral, telegraphic and/or telephonic proposals or modifications will not be considered. B-1 (4) Bids shall be accompanied by a cashier's check, a certified check, or bidder's bond in an amount equal to 10% of the bid, made payable to or for the benefit of (as the case may be) the City of Vernon. Said check or bond shall be given as a guarantee that the bidder will enter into Contract No. CS- 0015, Vernon Avenue Storm Drain Trenchless Manhole -to -Manhole Pipe Linings & Sectional Linings (Point Repairs) if awarded the work. The check or the bid bond may be forfeited to the City if the successful bidder: (1) refuses or fails to execute the Contract within fifteen (15) calendar days after receipt of written notice from the City that the Contract is ready for signature, or (2) refuses or fails to furnish the required Contract bond and/or proof of insurance coverage within thirty (30) calendar days after the City has provided written notice of award. If no bid is accepted by the City Council, or if the successful bidder executes and delivers the necessary Contract Documents to the City, then the City will return all checks and bonds received by it within ten (10) days after the execution of said Contract or within ten (10) days after being requested to do so by the unsuccessful bidder. (b) Before submitting a bid, bidders shall: read Contract No. CS-0015, Vernon Avenue Storm Drain Trenchless Manhole -to -Manhole Pipe Linings & Sectional Linings (Point Repairs), especially the Special Provisions, and all other Contract Documents with care; visit the site of the work, and; be fully informed about all the existing conditions and limitations. The bidder should also be fully aware of the bond and insurance requirements as to the successful bidder. The bid shall specify the amounts to cover the cost of all items included in Contract No. CS-0015, Vernon Avenue Storm Drain Trenchless Manhole -.to Manhole Pipe Linings &i Sectional Linings (Point Repairs) No allowance will be made because a bidder failed to examine the Contract Documents or obtain the requisite knowledge about the project prior to submitting its bid. (c) Bids shall be seated in an envelope marked: Contract No. CS-0015 Vernon Avenue Storm Drain Trenchless Manhole -to -Manhole Pipe Linings & Sectional Linings (Point Repairs) Bids shall be addressed to the City Clerk of the City and shall bear the name of the bidder. Bids shall be delivered to the City Clerk on or before the day and hour for the opening of bids as set in the Notice Inviting Sealed Proposals (Bids). It is the SOLE responsibility of the bidder to see that the bid is delivered and received before the scheduled closing time for receipt of bids. Any bid received after the scheduled closing time shall be returned to the bidder unopened. (d) The City shall have a period of sixty (60) days after the opening of the bids within which to accept or reject any or all of the bids. 5. Contract and Bonds (a) The form of Contract that the successful bidder, as the Contractor, will be required to execute is included in the Contract Documents, and should be examined by the bidder with care. The Contract, bonds and other documents to be executed by the Contractor shall be executed in original triplicate stamped according to law. One original shall be filed with the City and the others with the appropriate City departments. (b) At the time the Contract is executed, the successful bidder will be requited to furnish and. maintain the following: (1) a Labor and Material Bond in an amount equal to 100% of the Contract price and (2) a faithful Performance Bond in an amount equal to 100% of the Contract price. The bonds shall be secured from a surety company that the City finds acceptable. The surety's name must be on file with the County Clerk of Los Angeles County and/or the California Department of Insurance as an approved and financially sound surety company, authorized to transact business in this state. ( The bonds shall meet all of the requirements and contain all of the conditions specified in Sections 3247 and 3248 inclusive, of the Civil Code, and other applicable provisions of the law and/or regulations of the State of California. B-2 (c) If the successful bidder fails to execute the Contract, file the required bonds, and/or file proof of insurance coverage as required by the Contract Documents, the award of the Contract may be annulled by the City and the bid bond forfeited. 6. Addenda Any addenda issued before the time in which to submit bids expires, and included as a part of the Contract Documents furnished to the bidder for preparation of its bid, shall be covered in the bid and shall be a part of the Contract. 7. Withdrawal of Bid Any bidder may withdraw its bid either personally or by a signed written request any time prior to the scheduled time for opening of the bids (but not after). 8. Award or Rejection of Bids The Contract will be awarded to the lowest responsible bidder complying with these instructions and with the Notice Inviting Sealed Proposals (Bids). The City, however, reserves the right to reject any and all bids or to waive any irregularities in bids received. If, in the judgment of the City, a bid contains prices for the various items within the bid that appear to be unrealistically low, or if the bidder is not considered responsible, the bid may be rejected. 9. Bidders Interested in More Than One Bid No person, firm or corporation shall be allowed to make or file, or be interested in more than one bid for the same work, unless alternative bids are permitted. A person, firm or corporation that has submitted a subproposal to a bidder or quoted prices on material to a bidder, may submit a subproposal or quote prices to other bidders. 10. Insurance and Financial Requirements (a) Before entering into the Contract, the successful bidder shall furnish evidence that workers' compensation insurance, public liability, property damage insurance, and all other insurance specified in the insurance schedule set forth at pages E-7 and E-8 have been procured. The insurer must be an insurance company admitted in and authorized to do business in California and maintain a rating that is acceptable to the City. The insurance procured must be maintained in full force and effect for the entire duration of the Contract. (b) Before the Contract is awarded, any bidder upon request shall furnish a recent statement of said bidder's financial condition and previous construction experience or such other evidence of the bidder's qualifications, as maybe required by the City. If not previously provided to the. City, the successful bidder shall furnish a recent statement of its financial condition and previous construction experience or such other evidence of its qualifications before entering into the Contract. 11. Preliminary Estimate The preliminary estimate of quantities of work to be done and material to be furnished, as shown in the Contract Documents, are approximations and are given as a basis for the comparison of bids. The City does not expressly, or by implication, agree that the actual amount of work will correspond with the preliminary estimates. The City reserves the right to increase or decrease the quantity of any item or portion of the work or to omit portions of the work, as it deems necessary or expedient. The successful bidder shall not at any time after the submission of the bid have any claim for damages as a result of lowering of anticipated profits or the loss of profits because of any difference between the quantities of work actually B-3 done and those stated in its bidding sheets. Each bid item should be priced to carry its pro-rata share of the costs, overhead and profit. Bidders are cautioned against unbalancing their bid by including more than a pro-rata_share of overhead and profit in any bid item. 12. Deductive Items Attention should be paid to Deductive Bid Items. These items have been listed in the Bid Price section of the Bid Form Proposal. All items will be totaled and included in the comparison of bids made by the City. The City has the option of deducting the Deductive Bid Items from the total bid price prior to awarding the Contract. 13. Tour of the Site A tour of the site of the proposed work has been set for Tuesday, November 23. 2010. The tour will start at the office of the Community Services & Water Department, City Hall, 4305 Santa Fe Avenue, Vernon, California at: 10:00 a.m. 14. Proiect Description Contract No. CS-0015 involves cleaning, removal and disposal of debris, rock, soil, trash etc., CCTV the exiting pipes, cutting protruding (break in) lateral pipes from the existing 15" & 18" diameter vitrified clay pipe (VCP), and furnish and install new pipe liners using Cured -In -Place Pipe (CIPP) method at the following portion of the street manholes located in the City of Vernon, State of California. (1) Vernon Avenue between Soto Street and Boyle Avenue. • From Manhole No. 2 to Manhole No. 3 — 210 linear feet (15" diameter pipe). • From Manhole No. 9 to Manhole No. 10 — 148 linear feet (18" diameter pipe). The Contractor shall also perform sectional lining (point repair) on 10 sections of cracked pipes along Vernon Avenue between Soto Street, Boyle Avenue and Alcoa Avenue. The new point repair liner shall overlap at least one foot at both ends of cracked VCP pipe joints. The existing pipes must be cleaned by hydro jetting to remove all debris, rock, soil, trash, tree roots, etc. before CCTV. All portions of the protruding (break in) lateral pipes in the main storm drain line must be cut off for clearance before installation of new liners. Existing lateral connections located within the lining sections shall be cut open and trim the edges for reconnections after completion of the manhole -to -manhole main liner and point repair liner installations. The Contractor shall CCTV lined sections of the pipes (manhole to manhole and point repair) again and delivers 2 sets of DVD and hardcopy printouts to the City for final approval. The quantities of Bid Items may increase depending on the finding of proposed CCTV report before lining. B-4 15. Project Map S'1'N Od �j 70 t-- m O O 2 S�P�O U • 'Y 00 O Z 0 �e < o HO O ti� o mo byyyj0�i w O Z m Z O N [V ¢ � F Of O N Of w - OVO?J 1.3NM00 w Oanelv _I LJ O 0 a 2 3nN3AV V001V O L7 3nN3AV V001V N m - w r o z n z v) > N u~ m z 0 Z nN3A QZ = _ �AOG A FS- Z rii m F Z N g �P� p > a w m � OJ a J338is 1332f1S OlOS 133N1S Oi0s a�G �oz W O 2 2 3nN3AV 31IIA3S w - Q rii ,ri M z w z - 1131Ni1VH x N i ¢ OATH OIdIOVd o > U F 2 z z 4 N N Z VA83NIN K ro ~ O O N M > - 3nN3AV 3d V1NVS N 3nN3AV 33 V1NVS w z - K N O N m N SS08 3 80 MVH 0 J3381S V03WVlV — B-5 — C. BID FORM PROPOSAL TO THE CITY OF VERNON 1. Proposal WORK TO BE PERFORMED: Vernon Avenue Storm Drain Trenchless Manhole -to -Manhole Pipe Linings & Sectional Linings (Point Repairs), Contract No CS-0015 Name of Bidder: Business Address: Phone Number: its+ackioy], o-F Place of Residence: Q�`� V) -Z350 U G33 (e The site of the work to be performed and referred to herein is in the County of Los Angeles, California. The work to be performed will be in accordance with the specifications and Contract Documents of Contract No. CS-0015. TO THE CITY COUNCIL OF THE CITY OF VERNON: .,. Pursuant to and in compliance with the Notice Inviting Sealed Proposals (Bids) and other documents relating thereto, the undersigned bidder, having become familiar with the terms of the Contract, and the cost of the work at the place where the work is to be done, hereby proposes and agrees to perform the Contract within 30 working days after issuance of a "Notice to Proceed" or commencement of work, whichever occurs first, including all of, its component parts and everything required to be performed, and to provide and furnish any and all of the labor, material, tools, expendable equipment, and all utility and transportation services necessary in order to perform the Contract and complete in a workmanlike manner all of the work required as specified in Contract No. CS-0015, all in strict conformity with the plans and specifications and other Contract Documents, including Addenda Numbers , and on file in the office of the City Clerk. The undersigned, as bidder, declares that the only persons or parties interested in this proposal as 11 principals are those named herein, and that this proposal is made without. collusion with any person, firm or corporation. The bidder proposes and agrees that if this proposal is accepted, the bidder will execute a Contract with the City that is in substantially the same form as the Contract set forth in the Contract Documents. - C-1 - 2. Bid Prices The undersigned, as bidder, agrees that the bidder will accept in full payment thereof the following lump sum and unit prices, to wit: Perform all the work as specified herein and Special Provisions of Contract No. CS-0015. The total bid price amount includes furnishing all labor, materials, equipment, mobilization, traffic control, disposal of all removals, permits, fees, overhead, profit and taxes associated with the Contract No. CS-0015 with all of the work in place and in working order according to the plan and specification. Item No. 1 Remove, and dispose debris, trash, grease, soil etc. in the existing 15 ", 18" and 21" Vitrified Clay Pipe (VCP) by hydro jetting before CCTV Video Camera Inspection, complete in place, approximately 2,798 linear feet at: �J�� /Iia��✓Sy7 per linear foot (words) per linear foot (figures) s 7 55�� (figures) Item No. 2 Perform CCTV Video Camera Inspection before installation of new liner in the existing 15", 18" and 21" Vitrified Clay Pipe (VCP), complete in place, approximately 2,798 linear feet at: per linear foot (words) per linear foot (figures) a (7 70 (figures) Item No. 3 Cut off and dispose all portions of the protruding (break in) lateral pipes in the existing main line Vitrified Clay Pipe (VCP),, complete in place, approximately 6 each at: (words) Joy, (Figures) each each $ 3o06,a (figures) C-2 Item No. 4 Furnish and install new liner in the existing 15" Vitrified Clay Pipe (VCP) (between manhole #2 to #3), complete in place, approximately 210 linear feet at: / r �n✓e /�f�a' %�/'ice �o/�S 2,4' C�� ✓ per linear foot (words) 610 per linear foot (figures) (figures) Item No. 5 Furnish and install new liner in the existing 18" Vitrified Clay Pipe (VCP) (between manhole #9 to #10), complete in place, approximately 148 linear feet //at: per linear foot CWurus) (figures) Item No. 6 per linear foot 23 ?a (figures) Furnish and install new sectional liner (point repair) in the existing 15" Vitrified Clay Pipe (VCP) at various locations, complete in place, approximately (2 sectional lining X 10' each) 20 linear feet at: "� �� A °� b (��✓� �` per linear foot -rds) per linear foot (figures) (figures) Item No. 7 Furnish and install new sectional liner (point repair) in the existing 21" Vitrified Clay Pipe (VCP) at various locations, complete in place, approximately (8 sectional lining X 10' each) 80 linear feet at: per linear foot (/ w rds) per linear foot (figures) U� (figures) C-3 Item No. 8 Cut open in the newly installed pipe lining for reconnection with existing lateral pipe entrance opening, complete in place, approximately 11 each at: / U,�9 l nip '� G�� ✓S ZP/31, '!mil each (words) each (figures) (figures) Item No. 9 Perform CCTV Video Camera Inspection. after installation of new liners in the existing 15 ", 18" and 21 " Vitrified Clay Pipe (VCP) (only on the newly lined sections of the pipes) complete in place, approximately 1,000 linear feet at: V Ci per linear foot / (words) �5v per linear foot (figures) Uv Item No. 10 (figures) Furnish and install Standard Construction Sign (4' X 6') per City of Vernon Std. Plan MV2217, complete in place, approximately 2 each at: ✓� 1��✓G/)o�(�1C1 rs Z�i� �� each words) each (figures) 1,1e��0. (figures) Total, Item Nos. 1 through 10 inclusive: (figures) It is understood that the foregoing quantities are approximate only and are solely for the purpose of facilitating the comparison of bids, and that the Contractor's compensation will be computed upon the basis of the actual quantities in the complete work, whether they be more or less than those shown. C-4 3. Materials The name and address of the manufacturer for each type of material upon which this proposal is based is as follows: co[( 3/S S C-5 August, 2007 To Whom It May Concern: Qualification & Process License Certification Background Applied Felts, Inc. is a fully owned subsidiary of Applied Felts Ltd, part of the Rawson Group, a large non- woven textiles company. The Rawson Group was a key developer of CIPP technology beginning in 1974 and was the sole supplier of coated felt materials worldwide until the late 1980s. Applied Felts has produced inversion tube installed by more than 300 contractors operating in more than 30 countries. We can certify that these materials have been installed throughout the world in applications identical to those proposed by SAK Construction with the total amount exceeding 40 Million linear feet, of which 25 Million linear feet has been successfully installed in the United States, all adhering to ASTM 1216. SAK Construction and their inversion process is certified to install Applied Felts lining materials. Applied Felts provides engineering support and technical assistance to its installers. Physical testing of tensile and flexural strengths is performed with many different resin systems to insure compatibility. Specifications Applied Felts lining materials are made of polyester needle felt with the outside layer of the tube coated with polyester polyurethane. Multiple layers of felt are constructed together to provide a wide range of liner thickness. Quality Control & Assurance Applied Felts, Inc. is a certified ISO 9001:2000 manufacturer (see attached certificate) and all materials are tested to ensure suitability to the various field applications. Each liner is typically tested in 28 different ways. Detailed traceable test data is available for any particular liner. David A. Fletcher Applied Felts, Inc. Applied Felts, Inc., 450 College Drive, Martinsville, VA 24112; Tel. (276)656-1904; Fax (276)656-1909 E-mail: appliedfelt@kimbanet.com DESCRIPTION A multiple layer felt liner with impermeable coating conforming to ASTM-1216. APPLICATION Installation Method: Impregnation Method: CURING METHODS Resin Tvoe I f nntin PVC Vinyl Ester Polyurethane PVC E oxy Polyurethane PVC N/A= Not Applicable N/R= Not Recommended DIAMETER RANGE THICKNESS RANGE Inversion Vacuum impregnation and pressure rollers WarmWa ter < 50°C Hot Water < 90°C Steam < 110°C Yes Yes Yes Yes N/A N/A N/A Yes Yes N/A N/A N/A Yes Yes Yes Yes N/R N/R AVAILABLE MANUFACTURED LENGTHS Generally (6" to 80") 1.5mm. to 100mm Any length made to order This Product Information sheet gives general information. Exact coating type and thickness will depend on the specific types of resin being used. Please contact our Technical Team for specific advice. 450 College Drive, Martinsville, Virginia 24112 (P) 276-656-1904 (F) 276-656-1909 office@appliedfelts.com 4. Subcontractors The bidder as general contractor hereby identifies the subcontractors on the job for each particular trade or subdivision of the work with each firm name and principal location of the mill, shop or office when the value of the work, labor or service performed is in excess of one-half of one percent of the total bid. The - -- - — -- --bidder agrees that there shall be no substitution of subcontracting except upon compliance with the "Subletting and Subcontractors Fair Practices Act" (Public Contract Code Sections 4100, et seq.). (Instruction: List only one subcontractor for each such portion.) DIVISION OF PRINCIPAL WORK OR TRADE NAME OF FIRM OR CORPORATION LOCATION C-6 5. Deposit of Security ACCOMPANYING THIS PROPOSAL is ?)-I words "Cashier's Check", "Certified Check", or "Bidder's Bond") in an amount equal to ten (insert the the total of the bid, payable to or for the benefit of the City (as the case may be), forfeited to the City as liquidated damages in case this bid proposal The undersigned deposits the required security as a bid proposal guarantee and agrees that it shall be undersigned fails to execute the Contract. is accepted by the City, and the 6. Bonds The undersigned agrees to provide the City with a Performance Bond and Labor and Material Bond in the form set forth in the Contract Documents within seven (7) calendar days after the date of mailing of the acceptance. The surety will be one that the City finds acceptable, 7• Withdrawal The bidder acknowledges that it may withdraw its bid either personally or by a signed written request any time prior to the scheduled time for opening of the bids. Once the bids are opened, the bidder agrees that its bid will not be withdrawn for a period of sixty (60) days after the time set for the opening thereof. Principals The names of all persons interested in this Bid Proposal as principals are as follows: C--7 THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, THAT WE SAK Construction of CA, LP 103 N. Cool Springs Road, O'Fallon MO 63366 as Principal, hereinafter called the Principal, and Safeco Insurance Company of America 1001 4th Ave., Ste. 1700 Attn: Surety Claims Dept Seattle WA 98154 a corporation duly organized under the laws of the State of as Surety, hereinafter called the Surety, are held and firmly bound unto of Vernon WA 4305 Santa Fe Avenue, Vernon, CA 90058 as Obligee, hereinafter called the Obligee, in the sum of Ten Percent of Amount Bid Dollars ($ 10% ) for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Contract No. SC-0015 Trenchless manhole -to -manhole pipe linings sectional linings (point repairs) NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and materials furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 3rd S4eveGlvI+ee.--Sec-r-4 (Witness) day of December SAK Co Safec InsuancVCon LP of America omas Bean AIA DOCUMENT A310 • BID BOND • AIA • FEBRUARY 1970 ED. • THE AMERICAN INSTITUTE OF ARCHITECTS,1735 N.Y. AVE., N.W., WASHINGTON, D.C. 20006 10'10 (Seal) (Title) (Seal) ACKNOWLEDGEMENT FOR PRINCIPAL ACKNOWLEDGEMENT FOR PRINCIPAL IF LIMITED PARTNERSHIP STATE OF (WI SSO�j I } COUNTY OF 7A. Cc IDS } ON THE -7 T* DAY OF WAe C a D Ib BEFORE ME PERSONALLY APPEARED 4J TO ME KNOWN AND KNOWN TO ME TO BE THE V la — E'L eol . OF SAK CONSTRUCTION OF CA, LP, A LIMITED PARTNERSHIP, DESCRIBED IN AND WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT (S)HE EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT (S)HE EXECUTED THE SAME AS AND FOR THE ACT AND DEED OF SAID LIMITED PARTNERSHIP. Notary Public Troy Thoma Notary Public Notary Seal State of Missouri County ofWarren My Commission Expires 1211112011 Commission # 07410273 -THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. 4195997 This Power of Attorney limits the sets of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated: i SAFECO INSURANCE COMPANY OF AMERICA l SEATTLE, WASHINGTON POWER OF ATTORNEY KNOW ALL PERSONS BY THESE PRESENTS; That Safeco Insurance Company of America (the "Company'), a Washington stock insurance company, pursuant to and by authority of the By-law and Authorization hereinafter set forth, does hereby name, constitute and appoint THOMAS BEAN; SUSAN LUPSKI, GERARD S. MACHOLZ, CAMILLE MAITLAND, ROBERT T. PEARSON, RITA SAGISTANO, GEORGE O. BREWSTER, COLETTE R. CHISHOLM, ALL OF THE CITY OF GARDEN CITY, STATE OF NEW YORK................................................................... ................................................................................................................................................. each individually if there be more than one named, its true and lawful attorney -in -fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations in the penal sum not exceeding THREE HUNDRED MILLION AND 00/100** ***-**DOLLARS ($ 300,000,000.00***k*********** ******) each, and the execution of such undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents, shall be as binding upon the Company as if they had been duly signed by the president and attestedbythe secretary of the Company in their own proper persons. That this power is made and executed pursuant to and by authority of the following By-law and Authorization: tv +% ARTICLE IV - Execution of Contracts: Section 12. Surety Bonds and Undertakings. y Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitations d CL as the Chairman or the President may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Corporation to make, c execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in- w �e N fact, subject to the limitations set forth in their respective powers !of attorney, shall have full, power to bind the Corporation by their signature and 4; executed, such instruments shall be as binding as if signed by the president and attested by the secretary.ca >, C co L By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint attorneys -in -fact: _ G � M L tm Pursuant to Article IV, Section 12 of the By-laws, Garnet W. Elliott, Assistant Secretary of Safeco Insurance Company of America, is authorized to v •� _ appoint such attorneys -in -fact as maybe necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety AW any and all undertakings, bonds, recognizances and other surety obligations. C O> That the By-law and the Authorization set forth above are true copies thereof and are now in full force and effect. OQ' 41r .O a Cl) Ali V WITNESS WHEREOF, this Power of Attorney_ has been subscribed by an authorized officer or official of the Company and the corporate seal of ov O : ifeco. nsurance Company of America has been affixed thereto in Plymouth Meeting, Pennsylvania this 21 St day of October L 2010 d O M ems; R SAFECO INSURANCE COMPANY OF AMERICA a.w vyco ' Garnet W. Elliott, Assistant Secretary O. � a>+ � COMMONWEALTH OF PENNSYLVANIA ss ��c O COUNTY OF MONTGOMERY On this __21 St day of October 201:0 before me, a Notary Public, personally came Garnet W. Elliott, to me known, and G d'kh 'a 8+ acknowledged that he is an Assistant Secretary of Safeco insurance Company of America; that he knows the seal of said corporation; and that he: O c. executed the above Power of Attorney and affixed the corporate seal of .Safeco Insurance Company of America thereto with the authorityand . at the 40, . direction of said corporation..N. M Z v. 1N TESTIMONY'WHERE05egi o subscribed my name and affixed my notarial seal at Plymouth Meeting; Pennsylvania, on the day and year O first above written. ��,r � TiruszP ut t Sohn t$if�i�c /`r ~ r F crr !r i t F +r na S rur €} By — MY CO 1,ss c EXPIr Mar. la ac 1 Tere Pastella, Notary Public CERTIFICATE �, ��' _ �riti,rrur,'srraslo.iriiaAus�iui>i�t'n%a( 1.,tar.es I, the undersigned, Ass is �r Safeco Insurance Company of America, do hereby certify that the original power of attorney of which the foregoing is a full, true and c spy, is In full force and effect on the date of this certificate; and f do further certify that the officer or official who executed the said power of attorney is an Assistant Secretary specially authorized by the chairman or the president to appoint attorneys -in -fact as provided in Article IV; Section 12 of the By-laws of Safeco Insurance Company of America. This certificate and the above -power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the following vote of the board of directors of Safeco Insurance Company of America at a meeting duly called and held on the 18th day of September, 2009. VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company, wIvrever appearing upon a certified { copy of any power of attorney issued bythe company in connection with surety bonds, shall be valid and binding upon the company with the l same force and effect as though manually affixed. IN TESTIMONY :WHERE;OF I have hereunto subscribed my na e ns #'xed the corporate seal of the said company, this Mb _day of DEGEI�Elt -0� 0 :cx�t ,rrn Davi M. Carey Astant Secretary ACKNOWLEDGMENT OF SURETY COMPANY STATE OF ....... New. York. } ss COUNTY OF ...Rassau....... } December 3, 2010 On this ................................ before me personally came..: Thomas, l3wn to me know, who, being by me duly sworn, did depose and say; that he/she resides in Suffolk county ,State of. New York that he/she is the Attorney -In -Fact of the ..Safeco.... lrisurarice Company.Americathe corporation described in which executed the above instrument; that he/she knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that is was so affixed by order of the Board of Directors of said corporation; and that he/she signed his/her name thereto by like order; and the affiant did further depose and say that the Superintendent of Insurance of the State of New York, has, pursuant to Section 1111 of the Insurance Law of the State of New York, issued to ... Safeco Insurance Company of America (Surety) his/her .................... certificate of qualification evidencing the qualification of said Company and its sufficiency under any law of the State of New York as surety and guarantor, and the propriety of accepting and approving it as such; and that such certificate has not been revoked. GRACE ACKERSON Notary Public, State of iVew York No. 01AC611 Ls90 Qualified in Nassau County Commission Expires June 14, 2012 NY acknowledgment { ............ .... of Public hnnli ;a,perrry, frX the •p+nr ;f11jf of Ib¢ Salem Inrurnnco.Cou"y of Anrria ASSETS , hM idlr,,upd - ( ------------___..----------------___..._----- i �sds flcn,�uiCstl Assets Asses � fJCIAun�Let1 -. _. I t3-t (khecbL D) - — --.—. ICah1 2) . Iasels 2 Shx1c5 (Sdseduk D): - -I 2alB, ,TOd.83i _ 21 Prefer slodcs ,2.928.2M,234 2:Jo7,'t55,7{7 .. . %1 ViSI1tI�1Nl SU]005 � . -. 53,J•)1.8� 1 h'afanc k+.ns rn 127 rcz!�i=��.cr:.. 1,ern.. _ 53JU9.3CQ 127,E71;2°I. 94 d28 I 3.1 Foal liens - 167,103,551 . 12 OV1a than 6ral (Ohs - 4 Re,7 eua& .. .. ... - .. .. 41 Properie5 oal;lpad by Co oknparty (ls S . 0 encun2ranccl) 42 Prq-- hdd la 11, pnt t -,, d mane4-1 (less S � 0 gxuadN axxz) pmpe"Jes tm_d for Sale ;lean $ p aic'urbwces) .. . 5 Cxh(S 123,139997,SchodulcE-Pasl1),cassequiva's15(S5,:c17,,af2, .. �•"` ..... StlnxWp P- E 2). aid shor orm inves"mts (S 1,9,333,1�. S }x d0p DA 6. Ccnvanbansfndudin�5 ) . r .-..8,4Fb,3 UPrefrvumnaes) 7. Cthcritted .. asscl5 (Sc't�u,e EA) - - A RecFiv:"eifors1G3a003 :. .. �8,5^ !6,615 34683, , !0 Subtaals, cash and Irnesred ussels (lines I l0 4) ... . .. - .. - � - It. YltzdanLSleSs5 cbWgd od .. .. .. 3.647.414,i09 7Z lr'Ymm m �tntne' due and a=,)Rd (for Tide ineumrs only) ... .. 1.,U0$131t1 ' 3§4fi.4D3,!OA .?,�51,??1,Ila 1J. Armatru acsd WnBdetafi0ils: - - - . - . - .... ..... J8.227338 -.... .. 38.7R,5S9 .. - - 34,037,369 erniufns era aJenls' f�'a!ze3 in Use course of Wlbv ow 13.2 Uncalecl f32 DA.fejredorc:nlumy,agents'b2iaticesandirWalYnenLstcokedboldeferred •, ......Bo1 mm .9.55),506 _00.221,355 280,T7u,AS6 3Ad nd yei do (isduding g (i0.781, Z eanfed twi unbifetl gti;nuins) - 13.3 AcaL'Id eVOWM*mpfernlunu 971.si5,?�0 .... 125.54� 4.27AJf,?J3 276,167757 14. R&u4;rance: .. . , .... r - 770,6C6 14,1 Ahoonl5 tecrweraNe frnnt r�tltlfQlS • • .. ...... _ 142 Funds tsdJ by of rlepox(er{ vi#t rehsswed utmPanles .... . .... . ....... . ..... . ..... a1,16P,230 265,224,7-08 amuse Is kw vab}e U ddf 7dn`tlre fCE 0at1(aGts 1S AmoUnLSrxe;oablA 118,512 relnWsg to unisu0red plea . ...... .... ............ 16.1 Comt kdefal afsd fXt4n Income lax 7amrer3ble and c U i9] dwmcl . ........ ...., . ... .... ..... - - f 61 Net tl5� tea a55rd .. . ........ .. . fl. GuaraAty,'undshSceNableer� :....:. ........... . _..... dCtXl�l . . , , ,137,151,,?�U iQ1,839,8i0 18. E�t}rq>;cdaia 2,81-0,0 i5. Filnsrulre atx! pf 0cessx19 evupment and sdt>rere �N P nefY lnekxliny hwA ewe dof ' . ...1!•ba6,Ai5 ... 20. Net 3dµrstrn°trtinaxmtsand liatzii6csdo'W"n s .. ....0) .-.._ .....�;b97,51b exchmgetates 21. RecenraWesfront p;>;ent,w ifiariesatidaff�., . ............ 22 Hea1C cam {� n . ...... . - . !,bf0 }UodWhenamowtsYc IvatSe_ 23 AOeNate vrJgllr for When i, ' OGd .......:.:.. ......16616.. .... s,45;,r3z Can Inmsted at" ..... 24. Taal3 mism�dutYmgSa,sy tAxtuh'a.Sc9fs9atedluxia:ntsand . .,.... _ .. 21,157.J7] _ 8?S1.064 .....12,916319 ..,.2.282,575 Prdeded CA Aaaunls (Utley to 2� 4 FmmSaP3r',,teAm;,urb,Segre;7�A000cnLvandP. � .... ....: 4.501,?2i,155 .. sWedrrl Cr91 A,ocounts .113,920.&11 3.952.?38,208 26 Tdat (U t24 and 251 ,..4.�27,{61.57aI MAIL$ OF WRITE4N LINES R�01, 0.°Ol ...-......:. 5.:4'fM:1Ny Df scmranG191NfteanS for'.►i41 'c "&-arBoW—Pago ..- ..., . •. , .. . Tdtds 0°01 OgiXi us 0998' e B aka - • .. , ...... . fY1, aher assets 2W2. CashSwmderVah*'LfeInsurance : 9:9i5.,.. 6,2Si,fa4 .... 2305 Egrs-add d"(t5ip pods and ins �81J,?yB B,B13.6 9 ?r?a?s 2 N8 Slmma y of tertsa 0aig wrBe ins fa Une 23 hen . _ ........ �M 3j¢ 3.00&3r ??93 TaafsfLkfes.2301ihranhr4m�n.rhxmm�,._,,, .... . 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License and Signature The undersigned is licensed in accordance with California Business and Professions Code, License No. - � Cl GI S S i\ — "101A Coc 4y-&-c -&)-< Name of bidder: Cc�iS-�i Signature of bidder: Title: Dated: 1,21 1 1 1 ho NOTE: The complete and proper legal name of the bidder shall be set forth above. If the bidder is a corporation, two signatures are required, as follows: (1) the Mayor of the board, the president, or any vice- president, and (2) the corporate City Clerk, any assistant corporate City Clerk, the chief financial officer, or any assistant treasurer. If the bidder is a limited liability company, signatures are required of two members or managers unless otherwise provided in the company's articles of organization. If the bidder is a partnership, signatures are required of the partner or partners authorized to sign contracts on behalf of the partnership. C-8 ' Local Office National Headquarters Jerry Shaw SAK 13405Telegraph Road 103 North Cool Springs Rd. President Unit #407 O'Fallon, MO 63366 CONSTRUCTION CA LP Whittier, CA 90605 636.379.2350 telephone Ro holder 562-225,7224 telephone 636.379.2461 fax Vice CChairman Chairman PIPE REHABIUTATION AND TUNNEL CONTRACTOR 866.542,7134 fax www.sak-construction,com Tom Kalishman Chairman October 7th, 2010 To Whom It May Concern: Boyd Hirtz, Mice President, and General Manager of our CIPP Division is hereby authorized to sign bids, extend offers, submit proposals and execute contracts on behalf of SAK Construction of CA, LP. Je ome P. Shaw President SAK Construction of CA, LP State of Missouri) _ County of St. Charles) On this 7th day of October, in the year 2010, before me, Troy Bradshaw, a notary public, personally appeared, Jerome P. Shaw, proved on the basis of satisfactory evidence to be the person whose name is subscribed to this instrument, and acknowledged he executed the same. Witness my hand and official seal. NOTARY PUBLIC Troy Thomas Bradshaw Notary Public Notary Seat State of Missouri County of Warren My Commission Expires 12/1112011 SEAL Commission # 07410273 An Equal Opportunity Employer 10. Bidder's Qualifications The Bidder must have a minimum of five (5) years of experience as an ongoing business enterprise in the specific type of work indicated in the proposal. The following contracts which show experience in work of similar scope to that covered in the proposal and which have been satisfactorily completed in the past five (5) years are: YEAR NAME OF FIRM AND ENGINEER LOCATION &vi-,to CONTRACT AMOUNT The Bidder, as a contractor, has never failed to satisfactorily complete an awarded contract, except as follows: I declare under penalty of perjury, under the laws of the State of California, that the foregoing is true and correct. Executed at S A V Cohs }roc+ion on this ??" day of Decen; be 2-oi k: 2010. By: Name: 41 4W�4 C-9 SA K CONSTRUCTION OF CA LP PIPE REHABILITATION AND TUNNEL CONTRACTOR National Headquarters I Jerry Shaw 103 North Cool Springs Rd. I President O'Fallon, NU 63366 I RobertAflholder 636.379.2350 telephone 636.379,2461 fox > ce Chairman wanvsakccm5tcoin I Tom Kalishman Chairman SAK Construction, LLC (CA LP) (SAK) is a company formed in January 2006, comprised of an experienced team, well-known in both the pipeline rehabilitation and tunneling industries. Our core pipeline rehabilitation focus is cured -in -place pipe (CIPP). Although a relatively new entity, SAK possesses the experience, expertise, and resources to operate a successful construction company, executing pipeline rehabilitation and tunneling work to the satisfaction of our customers. Company Headquarters Our 21,905 square -foot headquarters and CIPP wet -out facility are located near St. Louis, Missouri, approximately 20 miles west on 1-70 from Lambert St. Louis Airport. The address and contact information is: SAK Construction, LLC (CA LP) 103'North Cool Springs Road O'Fallon, Missouri 63366 Capabilities • Cured -in -place pipe lining —6" to 96" diameter • Tunneling — 4 foot diameter to 32 foot arch • Large Diameter Sliplining (36" pipe and above) • Shaft Excavation • Shotcreting, Grouting and Crack Sealing • Sewer Cleaning • CCTV Inspection • Laser Profiling • Water Main Rehabilitation Bonding Capacity (636)379-2350 Telephone (636)379-2461 Fax SAK Construction has a minimum of $70,000,000 bonding capacity through Liberty Mutual Insurance Licenses (where reauired Alabama 42995 Arizona 246314 Arkansas 0194570309 California 917811 (SAK Construction of CA LP) Florida CUC1224641 (d/b/a Missouri SAK Construction, LLC) Georgia UC301933 Louisiana 49267 Nevada 0071272 South Carolina G114041 Tennessee 00061862 Utah 7280543-5551 Virginia 2705 126032A An Equal Opportunity Employer N ot Headquarters Jerry Shaw SAK 103 NNorth Cool Springs Rd. President C)'Pallon, MO 63366 CONSTRUCTION OF CA LP 636.379.2350 telephone RobertAflholder 636.379.2461 (cz Vice Chairmon PIPE REHA81UTATIONAN6 TUNNEL CONTR -TOR vrvw,sakcorntcom Tom Kalishman Chapman Management and KeV Personnel/Experience Tom Kalishman —Chairman • Board of Directors, Insituform Technologies, Inc. (ITI) from 1998 to 2005. • President of United Pipeline Systems (ITI subsidiary) in 1998. ® Director of East Regions, ITI from 1997 to 1998. A business unit with annual revenues exceeding $150 million. ® General Manager Southeast Region ITI from 1996 to 1997. • Operations Manager Southeast Region ITI from 1994 to 1996. • MBA Northwestern University; Evanston, IL. • BS in Economics, Wharton School at the University of Pennsylvania (Magna cum Laude). Jerry Shaw — President • 30 years experience in the tunnel and pipeline rehabilitation industry. • Vice President of Affholder, Inc. (ITI tunneling subsidiary) for 18 years from 1987 to 2005. • Responsible for day to day management of a $25 million tunneling business which grew to become a $120 million tunneling business unit. • Project manager of various tunnel projects 1983 to 1987. • BS Business Administration, Southwest Missouri State University (now Missouri St. Univ.). Robert Affholder —Vice Chairman • Board of Directors and Executive Vice President, Insituform Technologies, Inc. 1995 to 2005. • Board of Directors and President, Insituform Mid -America from 1986 to 1995. • Formed Affholder, Inc. in 1968 to compete in the tunneling industry. Purchased first Insituform franchise in 1982, and took the company public as Insituform Mid -America, with Affholder, Inc. and six (6) Insituform franchise territories becoming wholly owned subsidiaries, Company revenues exceeded $125 million. • 1996 Trenchless Technology Person -of -the -Year. • 1995 key facilitator of merger between Insituform Mid -America. and Insituform Technologies, Inc., resulting in his being put in charge of all North American contracting for the corporation, • President ofAffholder, Inc. from 1968 to 2002. Jackie Lynch —Safety Director • 33 years experience working as a safety manager for firms such as Affholder, Inc. and Insituform, and joined SAK as Safety Director in May 2009. • Extensive training with OSHA guidelines, has Confined Space Training and Certification. An Egaal Opportunity Employer SA K CONSTRUCTION OF CA LP PIPE REHANUTATION AND TUNNEL CONTRACTOR l,atlonel Headquarters I Jerry Shaw 103 North Cool Sprirgs Rd, I President O'Pallon, MO 63366 636.379.2350 telephone RobertAfiholder 636.379.2461 fox I Vice Chairman vnvwsa const.com I Tom Kalishman Chairman • Jackie has designed, built, and implemented safety programs and training for both tunneling and CIPP installation crews. • Mine Safety and Health Administration Certification • Occupational Safety and Health Administration Certification • American Red Cross First Aid / CPR (CPR Instructor) • Member American Society of Safety Engineers • National Association of Safety Professionals (Certified Safety Manager) Boyd Hirtz — Vice President and General Manager, CIPP Division • 22 plus years in the CIPP and tunneling industries. • Area Manager for Affholder, Inc. (ITI subsidiary) from 2003 to 2006 • General Manager/Vice President for Insituform Technologies, Inc. from 1997 to 2002. • Responsible for all day to day operations for central Midwest for projects ranging; in size up to $8 million, with annual central Midwest revenues of$35 million. • CIPP operations and project management. • BS in Civil Engineering from University of Missouri -Rolla. • Professional Engineer registered in the State of Missouri. Steve Hirtz —Vice President Rehab Operations • 25 years experience in the tunneling and pipeline rehabilitation industry • General Manager for Mid America Pipe Services from November 2007 to May 2009. Responsible for the day to day operations of the pipeline cleaning, CCTV Inspection and Assessment work done by the Company's crews. • Director of Field Operations for Insituform Technologies, Inc. from June 2004 to November 2007. Responsible for North American Field Operations of 65 crews producing $300 million in revenue annually. • Senior Operations Manager for Insituform Technologies West Coast Operations from March 2000 to June 2004. Responsible for day to day field operations for the West Coast based in Benecia CA. • Operations Manager for Insituform Technologies/Insituform Mid -America from March 1990 to March 2000. Responsible for the day to day field operations for the Midwest based in Chesterfield MO. • Superintendent for Insituform Mid -America from 1985 to March 1990. Directly managed pipe rehabilitation crews in the Midwest. Steve Stulce —Chief Financial Officer • 15 years experience in the tunneling and pipeline rehabilitation industry. • Business Unit Controller for Maverick Tube, Inc. from May 2005 to 2007. An Equai Opporwnity Empfoyer SAK CONSTRUCTION OF CA LP PIPE REHABILITArION.AND TUNNEL CONTRA -TOR National Headquarters I Jerry Shaw 103 North Cool Sprirg Rd, I President O'Fallon, MO 63366 636.379.2350 telephone RoberLAfiholder 636.379.2461 fax I vice Chairman wwwsakconsl com Tom Kallshman Chairman • Managed all financial aspects of an $800 million business unit of a steel pipe manufacturer with total annual sales of $1.6 billion. • Business Unit Controller for Affholder, Inc. from 1999 to 2005. Senior management role with responsibilities for budgeting, forecasting, cash flow, payables, and receivables. • BS in Accounting from the University of Missouri -Columbia. • Member, Certified Public Accountants Casey Smith —Area Manager, West • 15 years experience in the CIPP industry. Joined SAK during September 2008. • Director of Construction Operations, Torrent Resources, Inc. — Phoenix, AZ; August 2006 to September 2008. • District General Manager, Insituform Technologies, Inc. — Phoenix, AZ; September 2004 to August 2006. Profit & loss responsibilities for a $37mm/year business unit. • Lead negotiator on $111mm in construction contracts during a 4 year period. Reviewed and approved all estimates and bids. • Project Executive, Insituform Technologies, Inc. — Phoenix, AZ; August 2002 to September 2004. • Managed Insituform's 2003 Project of the Year in Phoenix, with the scope including the CIPP rehabilitation of 10,200 feet of 90" RCP, 120mgd bypass, cleaning, manhole rehab and traffic control in 72 days with a contract value of $10.2mm. • Director of Operations - Europe, Insituform Technologies, Inc..- Paris; Sept. 1999 to July 2002. • Training Manager, Insituform Technologies, Inc. — September 1997 to September 1999. • Designed and built $1mm Corporate Training Center in St. Louis, MO. Created, structured and implemented centralized, companywide training program. Trained 250 people per year. • Senior Project Engineer, Insituform Technologies, Inc. — Memphis, TN and St. Louis, MO; May 1992 to August 1997. • BS in Civil Engineering, Southern Methodist University; Dallas, TX James Byrd — Senior Project Manager, Tunneling • 30 plus years experience in the tunneling industry. • Area Manager for Affhol'der, Inc. from 2003 to 2006. • Responsibility for performance on multiple tunneling projects ranging in size up to $70 million. • Project Manager for Aff holder, Inc. from 2000 to 2003. Responsible for management and construction of soft ground & hard rock tunnels ranging in size from $500,000 to $22 million. • Superintendent for Seven K Construction from 1995 to 2000. • BS in Civil Engineering, Texas A&M University. Jeff Oberhofer— General Superintendent • Joined SAK in June 2008 An Equal OpportaoityEmpfoyer National Headquarters Jerry Shaw SAK 103 North Cool SpriV Rd, President O'rallon, MO 63366 CONSTRUCTION OF CA LP 636.379,2350 telephone RobertANholder 636.379.29bi (ox Vice Chornnan PIPE NFL C LI TRACTOR wwwsakcomtcom Tom Kallshman TUNNi=L CONTRACTOR Chairman • 24 years experience in the pipeline rehabilitation industry with CIPP. ® Operations Manager for Insituform Technologies, Inc. based in Phoenix, AZ 2007 to 2008. • Responsible for crews operating for Insituform in Arizona, Nevada, and Southern California. • General Superintendent for Insituform Technologies, Inc. based in Phoenix, AZ 2001 to 2007. • Extensive large diameter CIPP pipe rehabilitation operations management, as well as extensive experience in bypassing sanitary sewer flow in conjunction with these operations. • Began as_a laborer with Insituform in 1984 and progressed in achieving increasing levels of responsibility until he became a General Superintendent in the late 1990's. Jason Laney — CIPP Superintendent/installer • 12 years experience in the pipeline rehabilitation industry with CIPP. • Superintendent/Installer for Insituform Technologies,;lnc. from 2001 to 2007. • Responsible for crew's daily operations on projects throughout the Midwest. • Foreman for Insituform Technologies, Inc. from 1999 to 2001. • Crew member for Insituform Technologies, Inc. from 1996 to 1999, duties included TV Technician and Lateral Lining Foreman. • Supervisor experience installing 6- to 72-inch diameter CIPP. • Foreman/Crew Member on the 2002 Trenchless Technology Project of the Year— Phoenix Salt River Outfall CIPP. Jeff Hirtz — CIPP Superintendent/Installer • 12 plus years experience in the pipeline rehabilitation industry with CIPP. • Superintendent/Installer for Insituform Technologies, Inc. from 2004 to 2007. • Supervisor experience installing 6- to 84-inch diameter CIPP. • Responsible for crew's daily operations on projects throughout the Midwest. • Shop/Wet-Out Foreman for Insituform Technologies, Inc. from 1996 to 2004. Troy Bradshaw — Lead Estimator, Tunneling • Senior Estimator for Aff holder, Inc, from 2004 to 2007, • Special Projects Superintendent for Affholder, Inc. from 2002 to 2004. • Estimator and Scheduler for S.A. Healy from 2000 to 2002. • Estimator for Kiewit Underground from 1999 to 2000. • Tunnel Superintendent for Kiewit Underground from 1998 to 1999. • Worked in various positions from a tunnel miner through the Superintendents role for various companies from 1978 to 1998. An Equal Opportunity Employer N Headquarters Jerry Shaw SAK 103 North Cool Springs Rd. President O'rallon, MO 63366 CONSTRUCTION OF CA LP 636,379.2350 te1 h op. one Roechairm oldee 636.379.2461 fox Vice ChoimSun N HABILITATION AND TUNNEL TUNa�IEL CONTRACTOR v ww.;akconst.com Tom Kalishman Chairman Charlie Kuhnmuench — Vice President Business Development • 10 years experience developing business and working with clients on solutions minimizing surface disruption in the CIPP pipeline rehabilitation industry. Joined SAK in January 2008. • Vice President Hanneke Hardware & Industrial Supply from May 2005 to September 2007. • Responsible for leadership of business development team & marketing for a multi -store hardware and industrial supply business, serving the St. Louis construction market. • Global VP Business Development & Marketing for Insituform Technologies, Inc., June 2004 to May 2005. Responsible for the leadership, strategic communication and skill development of the domestic and international sales and marketing staff comprised of 68 people. • Director of Sales & Marketing, Insituform Technologies, Inc. from January 2002 to June 2004. .• Director of Strategic Accounts, Insituform Technologies, Inc. from January 2001 to January 2002. • Central Region Sales Manager, Insituform Technologies, Inc. from January 1999 to January 2001. • Technical Sales Representative, Insituform Technologies, Inc. from March 1997 to January 1999. • BS in Business Administration, University of Missouri; Columbia, MID Gordon Marshall — Business Development • Joined SAK in August 2008. • 19 years experience in the CIPP pipeline rehabilitation industry understanding issues and problems municipalities have with underground infrastructure and finding solutions. • Business Development Manager, AUI, LLC from May 2007 to August 2008. Responsible for developing business in the Southeast for a regional supplier of SSES type work for Municipalities. • Vice President Business Development & Training, MBDi (Mastering Business Development, Inc) from April 2006 to May 2007. Grew the business through cold calling and asking existing clients about issues they face in growing their business through their BD force, then leading their training in process and system. • Area Director Business Development, Insituform Technologies, Inc. from August 2003 to April 2006. Responsible for revenue and margin growth, also the leadership, training and development of the southeastern sales team. • Technical Sales Representative, Insituform Technologies, Inc. August 1986 to August 2003. Joe Huffman — Business Development Joined SAK in November 2008, and is responsible for Business Development in central and. western Missouri and eastern Kansas. 17 years experience in the CIPP pipeline rehabilitation industry working with municipal clients, consulting engineers and contracting partners to fix underground infrastructure problems faced by municipalities. An Equal Opportunity Employer SA CONSTRUCTION OF CA LP PIPE REHABILITATION AND TUNNEL CONTRACTOR National Headquarters I Jerry Shaw 103 North Cool Springs Rd, I President OTallon, MO 63366 636.379.2350 telephone RobertAfiholder 636.379.2161 fox ice C airman mvwsakconstcom I Tom Kalishman Chairman • From July 2007 through October 2008 served as Business Development Manager for TREKK Design Group, TREKK provides comprehensive services for evaluation, condition assessment, diagnosis and rehabilitation of sanitary and combined sewer systems. • Business Development Manager for Insituform Technologies, Inc. from July 1990 to April 2007. • Insituform Salesman of the Year for North American Division in 1997, 1998, 1999, 2000, 2001, 2004 & 2005. • Member of the Missouri Water Environment Association (MWEA), Kansas Water Environment Association (KWEA), and American Public Works Association. Received the Golden Manhole Award from MWEA in 2602 and from KWEA in 2001. • President of the Engineers' Club of Kansas City 1996-1997. Tim Bussen — Project Engineer • Joined SAK in September 2007. • Estimator and Engineer responsibilities for projects throughout the Midwest U.S. • Responsibilities include jobsite surveys, project estimating, workload forecasting, bid preparation, submittals, project scheduling and project closeouts, and communication with client representatives throughout the project cycle. • Several years of field experience in hard -rock, soft -ground, and mixed -face tunneling with Affholder, Inc. as a laborer, and in CIPP pipeline rehabilitation as a Field Engineer with Insituform Technologies, Inc. —St. Louis, MO. • B.S. in Construction Management - Missouri State University. Cory Street — Project Engineer • Joined SAK in July 2008. • Estimator and project manager responsibilities for CIPP projects in the Southwest U.S. for SAK. • Responsibilities include jobsite surveys, project estimating, workload forecasting, bid preparation, submittals, and project scheduling and project closeouts. • 4 years experience in pipeline rehabilitation, specifically CIPP. • Experience includes various positions including laborer, field engineer, and project manager for Insituform Technologies, Inc. • B.S. in Construction Management from the Ira A. Fulton School of Engineering —Arizona State University. An Equal Opportunity Employe SA K CONSTRUCTION OF CA LP PIPE REHABILMATIONAND TIUMMEL CONTRA -TOR Trenchless Experience National Headquarters I Jerry Shaw 103 North Cool Springs Rd. I President 07allon, MO 63366 636.379.2350 telephone RobertAfiholder 636.379.2461 (r,;x I VICE chaitmon a vwsakconstcom I Tom Kalishman Chairman SAK key personnel have installed millions of linear feet of cured -in -place pipe, and managed the installation of tens of millions of linear feet of cured -in -place pipe. SAK Construction, LLC is a relatively new entity, but our personnel are among the most experienced and well-known in the industry. Having formed the original Affholder company in 1968, Robert Affholder (SAK Vice Chairman) and Jerry Kalishman (SAK Chairman Tom Kalishman's father) purchased their first Insituform license in 1982. They subsequently bought five (5) additional licensees for a total of six (6) licensed geographies: Insituform Missouri, Insituform Central, Insituform Plains, Insituform Texark, Insituform Rockies, and Insituform Southeast. This combined company, Insituform Mid -America, grew to become the world's leading installer of Insituform, with sales of $107 million in 1995 representing more than 40% of the total sales for Insituform Technologies, Inc. worldwide. Jerry Shaw (SAK President) and Boyd Hirtz (SAK Vice President and General Manager) were both employed and heavily involved throughout this time as installers and project engineers. In October 1995, the merger of Insituform Mid -America, Inc. and Insituform Technologies, Inc. was completed. This put Bob Affholder in charge of all North American contracting for the corporation, Jerry Shaw became Vice President of Affholder, Inc. (tunneling) and Boyd Hirtz became a Vice President and General Manager in the central Midwest for Insituform (CIPP). Two of our Installers/Superintendents, Jeff Hirtz and Jason Laney, have been employed in the CIPP industry since each joined Insituform in 1996. Jeff Hirtz worked in a shop labor role before eventually managing the wet -out (resin impregnation of the dry felt tubes) for the central Midwest, and then becoming a Superintendent/Installer from 2004 to 2007. Jason Laney was initially a crew member, before becoming a Foreman on a crew in 1999, and ultimately a Superintendent/Installer from 2001 to 2007. During these time frames they have each been involved in the installation of hundreds of thousands of feet of cured -in -place pipe. We were fortunate to have them join SAK in late 2007. Steve Hirtz recently joined SAK as Vice President of Rehab Operations. He is responsible for all Cleaning, CCTV, and CIPP Field Operations. As shown above Steve has been in the industry for 25 years holding positions from Superintendent to General Manager to Director. He has been responsible for CIPP installations from 4 inches in diameter to 96 inches in diameter. He has also managed projects with extensive CCTV inspection work as well as bypass pumping systems that were designed to pump in excess of 220 MGD. Jeff Oberhofer is a General Superintendent for SAK based in Phoenix, Arizona, responsible for our CIPP installation operations in the Western and Southwestern U.S. He started in the industry with Insituform in 1984 in Chicago, Illinois, moved to Phoenix in 2001 as a General Superintendent, and became Operations Manager in late 2007. We were fortunate Jeff decided to join SAK in June 2008, and bring his 24 years of CIPP operations experience to our team. An Eyivl Opponunity €mployer SA CONSTRUCTION OF CA LP PIPE REHABILITATION AND TUNNEL CONTRACTOR National Headquarters I Jerry Shaw 103 North Cool Spdags Rd, I President 07allon, MO 63366 636.379.2350telephone RobertAftholcler 636.379.2461 fox I vice chairman Y vWmsakcomtcom Tom Kalishman Chairman As an organization our people have seen and done it with cured -in -place pipe. Working for municipal, private, military/government, and industrial clients installing cured -in -place pipe in sanitary and storm sewers of various materials, shapes and diameters from 6 inches to 96 inches. CIPP Liner Materials SAK provides a CIPP product that is a proven technology. We utilize AquaCureTM_ Coated Felt Inversion Liner manufactured by Applied Felts, Inc., who, with its parent company, Rawson Textiles, has provided polymer coated felt tubes for use in the CIPP lining industry for more than twenty (20) years. Applied Felts is a registered ISO 9001:2000 company which has produced CIPP tube installed by more than 300 contractors operating in more than 30 countries. More than 60 million linear feet of Applied Felts product has been installed worldwide, of which 35 million linear feet has been successfully installed in the United States. Applied Felts was the sole supplier of coated felt materials worldwide until the late 1980s, when Insituform Technologies, Inc. began manufacturing their own coated felt CIPP tubes. SAK Construction, LLC (CA LP)is certified by Applied Felts to install their lining materials, follows their recommended installation procedures, and Applied Felts provides engineering support and technical assistance to its installers. Accompanying this document is a Qualification & Process License Certification from Applied Felts, Inc. for SAK Construction, LLC, along with literature on Applied Felts' AquaCureT"^, and a copy of Applied Felts ISO 9001:2000 Certificate of Registration. SAK utilizes cured -in -place pipe resins manufactured by AOC and Interplastic leaders in the CIPP resin industry, and registered ISO 9001:2000 companies. The third party test results supporting the short- term and long-term performance of the resin products we install are available upon request. SAK installs cured -in -place pipe in accordance with ASTM F1216 for inversion and curing. Ao f quol pppoaunity Employer I_ r SAK CONSTRUCTION PROJECTS LIST AS OF DECEMBER 1, 2009 Job # Owner Contact Name & Telephone Type Contract Amount Total Footage Percent Com fete Footage Com let - 1000 Village of Godfrey, IL Dennis Hartman; Village of Godfrey Tremont Subdivision Sewer CIPP Repair 618/466-4319 Wastewater $49,588.00 1612 100% 1612 1001 City of Carbondale, IL Gary Belles, City of Carbondale Sanitary Sewer Rehab at Eason Dr. 618/549-5302 Wastewater $127,901.00 3430 100% 3430 City of Osawatomie, KS 1002 2007 Sanitary Sewer Impprovements Kris Bates; Bates Utility Co. 636/939-5628 Wastewater $834,552.00 37242 100% 37242 sub to Bates Utility Co. - MSD St. Louis 1003 Grand Avenue Sewer Rehabilitation Dan Laughlin; 0.1. Laughling Plumbing sub to O.J. Laughlin Plumbing Co. 636/225-0992 Wastewater $21,250.00 250 100% 250 1004 City of Mt. Olive, IL Jesse Maynard, E.I.; HMG Engineers Sewer Rehabilitation 618/596-3711 Wastewater $15G,510.00 4319 100% 4319 1005 City of Lincoln/Lancaster County, NE _ Roger Kmll; City of Lincoln, NE Rehab of Sanitary Sewers by Liner Insertion 402/441-7985 Wastewater $111,035.00 4603 100% 4603 1006 Buccaneer Bay SID No. 5; Cass County, NE Lucas Billesbach, E.I.; JEO Consulting Group 2007 Sanitary Sewer Improvements 402/934-4850 Wastewater $88,934.00 2896 100% 2896 1007 City of Davenport, IA Brian Schmidt; City of Davenport, IA 2008 Sanitary Sewer Lining Program 563/327-5156 Wastewater $456,142.00 17408 100% 17408 1009 City of Jefferson, MO Eric Seaman, P.E.; City of Jefferson, MO Basin 17 Rehabilitation 573/634-6443 Wastewater $1,807,450.00 34458 100% 34458 City of Phoenix, A2-Peel. 4108J00062 1010 Sm. Diam San. Sewer Rehab -JOA 1,2, & 3 Dan Broderick; Achen-Gardner Engineering, LLC Wastewater $1,514,016.00 49136 sub to Achen-Gardner Engineering 480/940-1300 100% 49136 1011 City of Pipestone, MIN Scot teddy, P.E.; Banner Associates, Inc. Pipestone Sanitary Sewer Lining 2008 60S/692-6342 Wastewater $262,452.00 10402 100% 10402 Paducah -McCracken Joint Sewer Agency 1012 Contract No. 4 Wastewater Collection System John Hodges, Paducah -McCracken JSA Wastewater $534,632.00 12332 Rehabilitation 270/575-0056 100% 12332 Little Rock Wastewater Utility (AR) 1013 Jimmerson Creek Rehabilitation Kouresh Malek; Building & Utility Contractors sub to Building &Utility Contractors 501/397-2594 Wastewater $99,036.00 3837 100% 3837 1014 City of St. Paul, MN Patrick Lowry, City of St. Paul - Biglow/Bush Sewer Rehabilitation 651/266-6251 Wastewater $1,334,314.00 34711 100% 34711 lots City of Waterloo, IL Jesse Maynard, E.I.; HMG Engineers Waterloo 24" Sewer Rehabilitation 618/596-3711 Wastewater - $23,450.00 370 100% 370 1016 City of Waverly, NE Justin Stine; JEO Consulting Group 2008 Sanitary Sewer Sliplining Improvements 4021435-4110 Wastewater $88,948.00 317G 100% 3176 City of Scottsdale, AZ 1017 8-inch CIPP Rehabilitation Chuck Watkins; Western Waterworks Contracting Western Waterworks Contracting 623/879-7420 Wastewater $5,452.00 150 100% 150 City of Phoenix, AZ-JOC 99th Ave. 1018 Interceptor Sewer Siphon Improvements Nick Mason; Quest Civil Constructors, Inc. Wastewater $127,238.00 ZJ6 sub to Quest Civil Constructors 602/725-6286 100% 276 Pima County, AZ- Roger Road Tx, Plant 1019 24-inch CIPP Rehab 'AirLine Scott Gossford; Quest Civil Constructors, Inc. sub to Quest Civil Constructors 520/887-6011 Wastewater $155,175.00 750- 100% 750 City of Pevely, MO 1020 Sanitary Sewer Rehabilitation Jeff Huck, P.E.; Cochran Wastewater $265,531.00 6924 Landmark Mobile Home Park 636/584-0540 100% 6924 1021 City of Baldwin, IL Travis Liefer, Rhutasel and Associates Sanitary Sewer Call. System Rehab 618/532-1992 Wastewater $249,940.00 11321 100% 11321 1022 Little Rock Wastewater Utility (AR) Keith Brown; LittleRockWastewater Utility Large Diameter Sewer Rehabilitation 501/223-1520 Wastewater $518,920.00 3450 100% 3450 MAWSS (Mobile, AL) 1023 Rehab of Sewers by Lining & Abandonment In Orange Gary Tillman; Burk-Kleinpeter, Inc. Grove/Hope VI Area 251/342-3888 Wastewater $657,431.00 5311 100% 5311 1025 City of Granite City, It Steve Osborn; Juneau Associates, Inc. Nameoki Area Manhole & Sewer Rehab 618/877-1400 Wastewater $1,297,853.00 22364 100% 22364 Little Rock Wastewater Utility (AR) - 1026 Allsop Rehabilitation Kouresh Malek; Building & Utility Contractors sub to Building& Utili Contractors 501/397-2594 Wastewater $627,980.00 9449 100% 9449 1027 City of St. Paul, MN Patrick Lowry; City of 5t. Paul Euclid/Edgewater Sewer Lining 653/266-6251 Wastewater $1,328,571.00 32260 100% 32260 1028 Boone County (MO) Regional Sewer District Andy Lister; Boone Co. Regional Sewer District Sunrise Estates Sewer Rehabilitation 573/441-0210 Wastewater $507,831.00 17142 100% 17142 Little Rock Wastewater Utility (AR) 1029 Trenchless Sewer Line Rehabilitation Keith Brown; Little Rock Wastewater Utility Annual Contract 4 Renewals 501/223-1520 Wastewater $350,033.00 9349 100% 9349 City of Phoenix, AZ- COP Proj. 4108J00062 030 Sm. Diam Sam. Sewer Rehab -JOA 4 Dan Broderick; Achen-Gardner Engineering, LLC Wastewater $604,580.00 sub to Achen-Gardner Engineering 480/940-1300 19014 100% 19014 1031 MSD St. Louis Ron Moore; MSD St. Louis Infrastructure Repairs FY2009 Ph. 11 314/768-6388 Wastewater $4,898,000.00 225087 95% 213833 SAK CONSTRUCTION PROJECTS LIST AS OF DECEMBER 1, 2009 Job fi Owner City and County of Denver, CO Contact Name & Telephone Type Contract Amount Total Foota a Percent Com fete Footage Com let ' 1032 2008 WMD Annual Sanitary Sewer Chuck Hart; City & County of Denver, CO Wastewater - $2,358,526.00 119654 ,.- { Improvements-ontract No. CE80829 303/446-3641 100% 119854 University of Arkansas Medical Center 1033 CIPP Lining at UA Mad Center Mickey Reese; Arkansas Cleaning & Televising Wastewater $80,000.00 819 sub to Arkansas Cleanin & Televising 501/687-1610 100% 819 MSD St. Louis 1034 CIPP Rehab Express Scripts Campus Collette Hermann Koscielski; Clayco, Inc. Wastewater $18,601.00 400 sub to Clayco, Inc. 314/592-2173 100% 400 1035 City of El Dorado, KS - Kurt Bookout; City of El Dorado, KS CIPP Rehabilitation 316/321-9100 Wastewater $177,783.00 7059 100% 7059 City of Peoria, AZ 1036 Northern & 91A Emergency Repair Nick Mason; Quest Civil Constructors, Inc. Civil 602/725-6286 Wastewater $259,405.00 901 100% 901 Quest Constructors, Inc. MSD St. Louis 1037 DC-09 Sanitary Relief (SKME-655) - Ron Moore; MSD St. Louis Wastewater $862,659.00 28414 Separate Sewer Area I Reduction 900019C 314/768-6388 100% 28414 1038 Marshall (MO) Municipal Utilities Monte Chase; Marshall Municipal Utilities Proposal a7-09-UF Sewer Rehab 660/886-6966 Wastewater $23,039.00 575 100% 575 City of Phoenix, AZ-Proj. 4108J00062 1040 Sm. Diam. Sanitary Sewer Rehab JOA 6 Dan Broderick; Achen-Gardner Engineering, LLC Wastewater $387,893.00 sub to Achen-Gardner En ineerin 480/940-1300 11305 100% 11305 1041 Seacoast Utility. Authority (FL) - Keith Haas; Seacoast Utility Authority Annual Gravity Sewer Rehab using CIPP 561/627-2900 Wastewater $540,662.00 9597 100% 9597 1042 Sunburst Farms Irrigation Water Delivery Dist. Sunburst Farms; Glendale, AZ Improvements to Sunburst Farms 602/938-8760 Irrigation Water $175,000.00 2750 100% 2750 City of Phoenix, AZ- Proj. 4108J00062 1043 Sm. Diam San. Sewer Rehab -JOA 7 Dan Broderick; Achen-Gardner Engineering, LLC sub to Achen-Gardner Engineering 480/940-1300 Wastewater $528,877.00 16628 100% 16628 City of Phoenix, AZ- Proj. 4108J00062 1044 Sm. Diam. San. Sewer Rehab -JOA 8 Dan Broderick; Achen-Gardner Engineering, LLC Wastewater $466,518.00 15827 sub to Achen-Gardner Engineering 480/940-1300 300% 15827 City of Phoenix, AZ-Proj. 4108J00062 1045 Sm. Diam. San. Sewer Rehab -JOA 9 Dan Broderick; Achen-Gardner Engineering, LLC sub to Achen-Gardner 480/940-1300 1 Wastewater $313,096.00 8801 100% 8801 Engineering 1048 Johnson County (KS) Wastewater Joe Barnes; Johnson Co. Wastewater - CIPP Term &Supply Contract 913/715-8636 Wastewater $533,072.00 22181 100% 22181 - City of Peoria, AZ - -049 Northern: 83rd to 91st -CIPP of 24" Nick Mason; Quest Civil Constructors, Inc. to Quest Civil Constructors, Wastewater astewater $315,311.00 5121 100% 5121 sub Inc. t Olathe, KS 1050 2009 Sanitary Sewer Maintenance Ric Gere; Olathe, KS P.N. 1-C-075-09, Contract 913/971-9119 Wastewater $263,304.00 9919 100% 9914 1051 Unified Government of Wyandotte Co., KS John Menkhus; Unified Govt. of Wyandotte Co, KS NSRP Trenchless Sewer Repairs - 913/573-5700 Wastewater $106,624.00 478 100% 478 City of Las Vegas, NV 1052 - Brush Street Project Joe Pescio; Contri Construction Co. sub to Contri Const. Co. 702/458-6004 - Wastewater $113,552.00 1027 100% 1027 City of Phoenix, AZ- Proj. 4108J00062 1053 Sm. Diam. San. Sewer Rehab-JOA 10 .Dan Broderick; Achen-Gardner Engineering, LLC - Achen-Gardner Engineering 480/940-1300 Wastewater $481,549.00 15846 100% 15846 - 1054 City of Clinton, MO Cliff -Jordan; City of Clinton, MO 2009 Sanitary Sewer Repairs (CIP) 660/885-6611 Wastewater $125,968.00 10670 100% 10670 1055 Camden Water Utilities (AR) David Richardson; Camden Water Utilities CIPP Rehabilitation of 15" 870/836-7331 Wastewater $81,321.00 1525 100% 1525 1056 Village of Brighton, IL . 8" CIPP Sewer Rehab Tim Ferguson; Village of Brighton Wastewater $25,255.00 925 100% 925 City of Scottsdale, AZ 1057 Indian School Rd -CIPP of 24" SRP Brian Froelich; Achen-Gardner Engineering, LLC sub to Achen-Gardner Engineering 602/376-0103 Wastewater $59,245.00 374 100% 374 .City of Peoria, AZ - 1058 Northern: 91st to 99th - CIPP of 36" Nick Mason; quest Civil Constructors, Inc. sub to quest Civil Constructors 602/725-6286 Wastewater $475,615.00 4051 100% 4051 1059 City of St. Paul, MN Patrick Lowry; City of St. Paul Greenbrier/Lawson CIPP Sewer Lining Project 651/266-6251 Wastewater $1,382,893.00 6812 100% 6812 1060 MSD St. Louis. Kris Bates; Bates Utility Co. 48" CIPP as sub to Bates Utility Co. 636/939-5628 Wastewater $35,000.00 100 100% 100 lOfil Metro Wastewater Reclamation District (CO) Matthew Duncan; Metro Wastewater Red. Dist. PAR 1112- Interceptor Rehab 2009 303/286-3422 Wastewater $2,684,285.00 12281 100% 12281 1062 Yavapal-Apache Nation (AZ) Ken Fitzgerald; Sr. Field Engr, Indian Health Services Sewerline Replacement Proj. WA 05-09 480/592-0091 ext. 237 Wastewater $262,920.00 6000 100% 6000 063 Marysville, KS RickShan, City Administrator; Marysville, KS Sanitary Sewer Rehab Project 2009 785/562-5331 Wastewater $57,696.00 2514 100% 2514 City of St. Joseph, MO 1064 Cretex Concrete 36" CIPP Steve Rowland, Cretex Concrete Products Midwest; sub to Cretex Concrete 913/422-3634 Wastewater $105,656,00 - 707 100% 707 SAK CONSTRUCTION PROJECTS LIST AS OF DECEMBER 1, 2009 .� Job ft Owner - 1065 City of St. Joseph, MO CIPP Project 1066 BNSF Railroad, Newton, KS sub to Kissick Construction Co. City of Melbourne, FL 1067 DB Lee Water Reclamation Plant 50 LF of42" Diameter CIPP 1068 City of Belton, MO CIPP Lining City of Lincoln/Lancaster County, NE 1069 2008/09 Rehabilitation of Sanitary Sewer by Liner Insertion 1070 City of Jefferson, MO Basin 16 Rehabilitation 1072 Salt Lake City Suburban Sanitary District #1 (UT) CIP Line Rehabilitation 2009-2010 1074 City of Vermillion, SD Vermillion Sanitary Sewer Improvements Gary Leftin, City of StJoseph, MO 816/271-4948 Wastewater $530,988.00 4387 100% 4387 Kissick; Kissick Construction Company 816/363 5530 Wastewater $61,945:00 483 100% 483 _ Mike Brink; City of Melbourne, FIL -. 321/255-4617 Wastewater $30,000.00 50 100% 50 Dennis Hudson; City of Belton, MO 816/331-7789 Wastewater $181,805.00 4703 100% 4703 Brian Kramer; City of Lincoln, NE 402/441-7985 Wastewater $401,772.00 16926 100% 16926 Eric Seaman, P.E.; City of Jefferson, MO 573/634-6443 Wastewater $1,300,546.00 65379 100% 65379 Don Telford, P.E.; SLCSSD 91 801/262-2904 Wastewater $526,552.00 12786 100% 12786 Scott Mohror, P.E.; Banner Associates, Inc. fins/rgl.fiaa� Wastewater $962,395.00 17g6R innoi 1075 Village of Albers, IL Jesse Maynard, E.I., HMG Engineers Sewer Lining 618/596-3711 Wastewater $36,374.00 1580 100% 1580 1076 City of Spring Hill, KS Julie Parker, Ponzer-Youngquist Engineers Sanitary Sewer Improvements 913/782-0541 Wastewater $145,295.00 5072 100% 5072 Village of Palm Springs, FL 1077 CIPP Lining of 8" Sanitary Sewer Line on Purdy Lane a Bill Davis, Village of Palm Springs, FL Rue Road 561 965-5770 / Wastewater - $11,864.00 382 100% 382 1078 City of Maryville, MO 'Eric Lance, City of Maryville, MO CIPP Lining of 10" Diameter Sanitary Sewer Line 660/562-3713 Wastewater $17,468.00 507 100% 507 City of Eldon, MO 1079 Collection System Improvements in Miller Co. Luke Hake, Stockman Construction Corp. sub to Stockman Construction Corp- 573/635-1316 Wastewater $31,697.00 1280 100% 1280 City of Live Oak, FL 1080 Live Oak Sewer Rehabilitation Troy Freed, WRS Compass Sub to WRS Compass 989/213-4408 Wastewater $1,420,247.00 36500 - 100% 36500 1081 City of Pittsburg, KS Bruce D. Remsberg, P.E.; Professional Engineering Consultants Sanitary Sewer Line Repair Project l P.A. 620/235-0195 Wastewater $631,276.00 21785 100% 21785 1082 City of Shawnee, KS Kenny Khongmaly, City of5hawnee, K5 " Storm Sewer Rehab 913/742-6232 Stormwater $23,935.00 165 100% 165 City of O'Fallon, MO 1094 Walmart O'Fallon 8" CIPP Buddy Hulbert, Weis Builders sub to Weis Builders - 612/802-1702 Wastewater $13, 635.00 203 100% 203 1085 Galesburg, IL Steve Bmner, Bmner, Cooper & Zuck Galesburg -Sewer Improvements 309/343-9282 Wastewater $249,054.00 3471 100% 3471 1086 City of Lee's Summit, MO Ryan Ratcliff,, City of tee's Summit, MO CIPP Rehabilitation 2010 - 816/969-1900 Wastewater $224,849.00 8503 100% 8503 City of Grain Valley, MO 1087 Grain Valley Sewer Rehabilitation Cliff Cate, P.E.; TREKK Design Group, LLC sub to TREKK Design Group, LLC 816/874-4659 Wastewater $59,68S.00 2300 100% 2300 1088 Salt River Project (SRP); Phoenix, AZ Dave Kiefer, SRP SRP -67th Avenue & Northern 602/809-1371 Irrigation Water $621,248-00 1660 100%. 1660 1089 Price Development Group, Kansas City, MO tY Monte Wendler; Price Development Group Riverstone Apartments 8-inch line 816/268-5880 Wastewater $11,000.00 200 100% 200 1090 County Sanitation Districts of Los Angeles Mike Tatalovich; CSD of Los Angeles Los Coyotes Interceptor Sewer Rehabilitation, Phase 562/908-4288 ext. 1623 Wastewater $10,430,145,00 10505 85% 8929 1091 Unified Government of Wyandotte Co., KS John Menkhus; Unified Govt. of Wyandotte Co., KS 2009 Trenchless Rehab 913/573-5700 Wastewater $274,472.00 9791 100% 9791 1093 Salt River Project (SRP); Phoenix, AZ _ Dave Kiefer; SRP SRP-Country Club & University 602/809-1371 Irrigation Water $94,228.00 440 100% 440 City of Tempe, AZ 1099 Southern Ave. Interceptor Rehab, Phase II Darr Broderick; Achen-Gardner Engineering, LLC sub to Achen-Gardner Engineering, ILLC 480/940-1300 Wastewater $5,088,745.00 18269 100% 18269 City and County of Denver, CO 1101 2009 Sanitary Master Plan Rick Zimmat; City & County of Denver Improvements - Contract No. CE90667 303/446-3718 Wastewater $3,055,074.00 69191 45% _ 31136 1102 Chillicothe Municipal Utilities Dick Rhodes; Rhodes Engineering Co., Inc. Chillicothe, MO 660/258-7745 Wastewater $1,485,000.00 36006 20% 7201 01 / MSD St. Louis Ron Moore; MSD St. Louis 102 Infrastructure Repairs FY2010 Phase A 314/768-6388 Wastewater $4,827,637.00 131384 15% 19708 80201 / MSD St. Louis Ron Moore; MSD St. Louis 80202 Infrastructure Repairs FY2010 314/768-6388 Wastewater 1 $5,278,533.00 156111 20% 31222 4 r SAK CONSTRUCTION PROJECTS LIST AS OF DECEMBER 1, 2009 -. Job p Owner Contact Name & Tele hone Type Contract Amount Total Footage Percent Com fete Foota a Com let - ' 1106 City of Blue Springs, MO Rodney Jones; City of Blue Springs, MO 2010 Sewer Rehabilitation 816/228-0195 Wastewater $252,972.00 14728 100% 14728 City of Warsaw, MO 1110 Sanitary Sewer. Repairs - Doug Adrian; J.C. Industries, Inc 573/636-2711 Wastewater $52,914.00 21010 100% 21010 Subcontractor to J.C. Industries, Inc. In 1111 Salt River Project (SRP); Phoenix, A2 Dave Kiefer; SRP - SRP Main & Stapley 602/809-1371 Irrigation Water $118,451.00 598 100% 598 City of West Palm Beach, FL 1112 Monroe Drive Utility Improvements Howard Wight; Char Equipment _ Subcontractor to Chaz Equipment 561/333-2109 Wastewater $87,000.00 - 200 100% 200 1113 City of Boynton Beach, FL Tony Lombardi; City of Boynton Beach CIPP Lining of 10" Diameter Sewer 561/742-6421 Wastewater $4,151.00 138 100% 138 1114 Kansas City, MO Water Services Dept, Matt Thomas; Kansas City, MO Water Services Dept. " Line Creek Sewer Rehabilitation 816/513-0306 Wastewater $1,484,000.00 6307 20% 1261 1115 City of Lakeland, FL Drew Adcock; City of Lakeland - Water Utilities Sewer Rehabilitation 863/834-6704 Wastewater $480,486.00 15532 100% 15532 -111G HHP Corporation (for City of Tampa, FL) - Ron Wilkes; HHP Corporation MacDlll & Kathleen Road 14" CIPP 941/256-6072 Wastewater $22,091.00 256 100% 256 1122 City of Gladstone, MO Bryan Maddux; City of Gladstone 2010 Sanitary Sewer Rehabilitation 816/423-4155 Wastewater $246,245.00 11429 100% 11429 1125 Lake City, FL Thomas Henry; Lake City, FL Sewer Rehabilitation 386/758-5400 Wastewater $42,984.00 2096 100% 2096 1126 Sanitation District No. 1, Ft. Wright, KY Rich McGillis; Sanitation Dist. No. 1 Newport Pavilion 859/547-1642 Wastewater $282,000.00 500 0% 0 Octavio Sosa, Kansas City, KS 1127 Parking Lot Development Project Jose Angel Martinez, Architect Wastewater $9,975.00 214 1414 Central Ave., Kansas City, KS 66102 913/825-3700 100% 214 Wal-Mart, O'Fallon, MO 1128 Subcontractor to Bommarito Construction Joe Bommarito; Bommarito. Construction Wastewater $7,900.00 SO SO if of8-inch CIPP 314/353-0104 100% 50 1129 City of Cherry Hills Village, CO Kathy McKune; City of Cherry Hills Village, CO CIPP Sewer Line Repair 303/762-.8222 Wastewater $30,975.00 1050 100% 1050 1130 City of San Juan Capistrano, CA Joe. Mankawich; City of San Juan Capistrano, CA Hydraulic Capacity Project 1 949/487-4313 Wastewater $658,075.00 9840 85% 8364 1131, City of Madison, IL Steve Osborn; Juneau Associates, Inc. " Emergency 24" CIPP Meechum Crossing 61S/877-1400 Wastewater $32,731.00 192 100% 192 1132 Little Rock Wastewater Utility (AR) Keith Brown; Little Rock Wastewater Utility Tamarack Pines Condominiums, Proj. p 4091600 501/223-1500 Wastewater $54,375.00 935 100% 935 1134 Granger -Hunter Improvement District (UT) Brad Paxman, P.E.; Granger -Hunter Improvement Dist. - " District lOH Sewer Rehabilitation Project 801/968-3551 Wastewater $491,310.00 11368 90% 10231 1135 Urbana& Champaign Sanitary District(IL) Christine Childress; Sodemann & Associates 2011 Interceptor Rehabilitation 217/352-7688 Wastewater $478,000.00 6492 75% 4869 " 1136 Baxmeyer Construction, Inc. Dave Baxmeyer, Baxmeyer Construction, Inc. " I.D.O.T. Contract 1176633 Madison County, IL 618/939-3000 ext. 19 Wastewater $268,249.00 2203 40% 881 Paducah -McCracken Joint Sewer Agency 1137 Contract No. 6 Wastewater Collection System John Hodges; Paducah -McCracken JSA Wastewater $1,086,969.00 31253 Rehabilitation 270/575-0056 75% 23440 1138 Palm Beach State College; Lake Worth, FL Doug Todd; Fastrack MCI 8-inch Sewer ClPP Rehabilitation 561/304-7881 Wastewater $112,750,00 4100 100% 4100 1140 Central Missouri Professional Services (MO) Mike Bates; Central Mo. Professional Services, Inc. 1CPS 8-inch Sewer Rehabilitation 573/634-3455 Wastewater $14,210.00 926 100% 926 City of Phoenix; Az COP Proj. PW590500115 1142 JOA #021 PVC Lined Concrete S.S. Rehabilitation Dan Broderick; Achen-Gardner Engineering, LLC sub to Achen-Gardner Engineering, L.LC 480/940-1300 Wastewater $57,889.00 125 100% 125 1143 - Budrovich Excavating & Grading Kurt Dulle; Budrovich Excavating & Grading Edward Jones Campus 30-inch Sewer CIPP 314/892-4666 Wastewater $32,502.00 705 100% 705 1144 City of Riverside (CA) Public Works Lonny Young, P.E.; City of Riverside Canyon Crest Sewer Rehabilitation 951/826-5294 Wastewater $70,730.00 410 100% 410 1145 - Kansas Dept. of Health & Environment (KS) Randy Carlson; KS Dept. of Health & Environment Emergency CIPP 8-inch Sanitary Sewer Lining - 785/296-1678 Wastewater $25,1%00 777 100%. 777 Total Foota a Contracted/Defined $76,938,618,00 1687906 1362734 1' s 11. Contractor's Acknowledeement of Insurance Requirements The Contractor acknowledges that the Insurance Schedule contained in section "E" has been reviewed, that a copy thereof has been submitted to an authorized insurance agent or broker, and that the proof of insurance required therein will be submitted within thirty (30) days after notification of the acceptance of the Contractor's bid. The Contractor understands that the Contract will not be executed by the City until all proof of insurance have been received and approved as to form by the City. Attorney. The Contractor agrees that failure to submit the required proof of insurance within said thirty (30) days shall constitute grounds at the City's discretion for awarding the Contract to the next lowest bidder and for forfeiting the Contractor's bid bond. Date: �2 Contractor Name: Signatui Title: C-to D. CONTRACT THIS CONTRACT FOR, Contract No. CS-0015, Vernon Avenue Storm Drain Trenchless 1 Manhole -To -Manhole Pipe Linings & Sectional Linings (Point Repairs) is made, entered into; and executed in triplicate in the City of Vernon, California, as of the day of 2010. BY AND BETWEEN CITY OF VERNON, a municipal corporation hereinafter referred to as "City" SAK Con6+wch'pn of CA, I. P referred to as "Contractor". IN CONSIDERATION OF THE MUTUAL PROMISES, COVENANTS AND CONDITIONS HEREIN SET FORTH, THE PARTIES DO HEREBY AGREE AS FOLLOWS: Article 1. GENERAL Section 1. Scope of Work The Contractor will perform all the work described in the Contract Documents (the "Work") and furnish all labor, equipment, tools, and materials necessary to complete the Work. Section 2. Term of Contract The term of this Contract shall be from the date this Contract is made and entered, as first written above, and shall be completed upon final acceptance of the Work by the City and expiration of the guarantee period as set forth in Section 43. Section 3. Consideration The City shall pay the Contractor for the performance of the Work hereunder in accordance with the amounts set forth in the Bid Form Proposal completed by Contractor ("Bid Form Proposal"). Section 4. Payments (a) Monthly Progress ss Payments On or about the 25th day of each month, the Contractor shall submit to the City a monthly progress payment request. The request shall contain an estimate of the amount and value of all the work performed by the Contractor since the date of its last progress payment request. Upon receipt of the progress payment request, the City's Representative shall review it as soon as practicable after receipt for the purpose of determining that the request is a proper payment request. The City's Representative shall perform a quantity validation prior to approving the monthly progress payment. The City shall pay the Contractor the amount of the approved monthly progress payment, less 10% retention. The monthly progress payment may also be reduced by the following: (1) amounts due to the City for equipment, services or materials furnished by the City in connection with work done on the project; (2) amounts of any claims or liens, and (3) amounts required to be deducted by Federal, State or local governmental authorities. Payment shall be made within thirty (30) calendar days of City's approval of the Contractor's monthly progress payment application. If the City fails to make any progress payment within thirty (30) calendar days after receipt of an undisputed and properly submitted progress payment request from Contractor, City shall pay interest to - D-1 - Contractor equivalent to the legal rate set forth in Code of Civil Procedure Section 685.010(a). Any progress'payment request determined not to be a proper payment request suitable for payment shall be returned to Contractor as soon as practicable, but not later than seven (7) days, after receipt. A request returned pursuant to this section shall be accompanied by a document setting forth in writing the reasons why the progress payment request is not proper. The number of days available to the City to make a progress payment without incurring interest pursuant to this section shall be reduced by the number of days by which the City exceeds the seven-day return requirement set forth above. No monthly payment shall be construed as acceptance of the Work, or any portion thereof, nor shall such payment preclude the City from demanding and recovering from the Contractor such damages as may be sustained by reason of the Contractor's failure to fully perform under the Contract. (b) Final Progress ss Payment Upon satisfactory completion of the Work described herein, the Contractor shall furnish the City with a complete and final accounting of all labor, materials, and other costs incurred in the performance of the Work. The Contractor shall be required to complete a close-out form certifying that the Work has been completed and releasing the City from all further obligations and liabilities. The City shall pay the Contractor according to the payment terms set forth in Section 4(a). (c) Payment of the Retention Payment of the retention shall be made thirty-five (35) calendar days after the recordation of a Notice of Completion by the City or if a Notice of Completion is not recorded sixty-five (65) calendar days after acceptance of the completed project. The acceptance will be made only by an action of the City ( Council of the City. Acceptance of payment of the retention by the Contractor shall constitute a waiver of all claims against the City arising under this Contract. Section 5. Contract Documents (a) The Contract Documents shall govern the Work. The Contract Documents shall include the following: (1) Notice Inviting Sealed Proposals (Bids); (2) Information for Bidders; (3) Bid Form Proposal; (4) Contract; (5) Bid Bond, Performance Bond, Labor and Material Bond, Proof of Insurance, and Workers' Compensation Certificate; (6) the City of Vernon Special Provisions and Federal Highway Administration Requirements (collectively, "Special Provisions"); (7) detailed Plans and Specifications; (8) Standard Specifications and Drawings; and (9) any addenda to Information for Bidders ("Addenda"). The Contract Documents are intended to be complementary and cooperative. Anything specified in the Specifications and not shown on the Plans, or shown on the Plans and not specified in the Specifications, shall be as though shown on or specified in both. (b) Precedence of Contract Documents If there is a conflict between any of the Contract Documents, the document highest in precedence shall control. The precedence shall be as follows: 1) Permits issued by jurisdictional regulatory agencies. 2) Change Orders and/or Supplemental Contracts; whichever occurs last. 3) The Contract. 4) Addenda. 5) Information for Bidders. 5) Bid Form Proposal. 6) Special Provisions. - D-2 - 7) Detailed Plans and Specifications. 8) Standard Specifications and Drawings. 9) Bid Bond, Performance Bond, Labor and Material Bond, Proof of Insurance, and Workers' Compensation Certificate. Detailed drawings shall take precedence over general drawings. Section 6. Compliance with Provisions of Law The Contractor shall comply with all applicable provisions of law whether Federal, State, or local relating to its performance under the Contract. Section 7. Costs and Attorney's Fees In the event a dispute, claim or litigation arises regarding this Contract, the prevailing party shall beentitled to reimbursement for reasonable attorneys fees and actual costs, which may be set by arbitrators or the court in the same action or in a separate action brought for that purpose, in addition to any other relief which is obtained. Section 8. Notices Any notices, approvals, consents and other communications required or permitted hereunder shall be given by personal delivery or by certified mail (return receipt requested), postage prepaid, and shall be deemed received on (a) the day of delivery if delivered by hand during the receiving party's regular business hours; or (b) the second business day following deposit in the United States mail as certified mail (return receipt requested), postage prepaid, to the addresses set forth below: To: Contractor SACK Co nst ruc-ii c YN of CA, LP l 0 3 N• Cool Sp✓) n6.s . D' rnn I I on Mo (o33 6 b - To: City Clerk City of Vernon 4305 Santa Fe Avenue Vernon, CA 90058 Section 9. Conflict with Plans and Specifications Any conflict between the Plans and Specifications and this Contract shall be brought to the attention of the City's Representative for resolution. Section 10. Assignment The Contractor shall not assign the Contract in whole or in part or any rights, duties, or obligations arising under the Contract. Any attempt by Contractor to so assign this Contract or any rights, duties, or obligations arising hereunder shall be void and of no effect. Section 11. Paragraph Headings The paragraph headings herein are for the convenience of the parties and shall not affect the interpretation of the Contract. . - D-3 - Section 12. Authority of the'City's Representative The City's Representative shall be the City Administrator or his designee. The City;s Representative shall decide all questions which may arise regarding the quality and/or acceptability of materials furnished, the manner and/or acceptance of the Contractor's performance, the rate of progress, and the interpretation of the Plans and Specifications. Article 2. WAGES, HOURS and WORKING CONDITIONS Section 13. General Prevailing Wages The Contractor agrees that it, or any subcontractor working under it, will not pay less than the prevailing rates of wages to all workers employed in the execution of this Contract. The Contractor will post one copy of the established prevailing rates of wages at the job site. For each calendar day or portion thereof, and for each workman paid less than the stipulated prevailing rates for such work or craft in which the workman is employed or any work done hereunder by him, or by subcontractor under him, the Contractor shall forfeit as a penalty to the City the sum of $25.00. The City shall take cognizance of all violations of this section committed in the course of the execution of the Contract and shall report them to the Division of Labor Standards Enforcement. Section 14. Hours of Work (a) The time of service of any worker employed on the Contract is limited to eight hours during a calendar day and forty hours during a calendar week. If an employee works in excess of the foregoing hours, the employee will be compensated at a rate of one and one-half times their basic rate of pay. (b) The Contractor shall keep and make available until three (3) years after recordation of a Notice of Completion by the City an accurate record showing the name of and actual hours worked each calendar day and each calendar week by each worker employed by it on the work he (c) The Contractor shall, as.a penalty, forfeit to the City $50.00 for each worker employed on the work by the Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than eight hours a calendar day or forty hours in one calendar week. Section 15. Apprentices The Contractor is responsible for complying with the provisions of Labor Code Section 1777.5 dealing with the employment of apprentices on the job site. Section 16. Subcontractors (a) The Contractor shall comply with the provisions of the "Subletting and Subcontracting Fair Practices Act" contained in Public Contract Code Sections 4100, et sec.. (b) The Contractor shall submit to the City the following information: (1) The name and location of the place of business of each subcontractor who will perform work or labor or render services to the Contractor hereunder, or a subcontractor licensed by the State of California, who, under subcontract to the Contractor, specially fabricates and installs a portion of the Work or improvement according to detailed drawings contained in the Plans and Specifications, in an amount in excess of one-half of one percent of the Contractor's total bid. (2) The portion of the Work to be done by each subcontractor identified in Section 16(b)(1). - D-4 - (c) The Contractor shall list only one subcontractor for each portion of Work as defined by the Contractor in its bid. (d) The Contractor shall not use a subcontractor who is ineligible to perform work on a public works project pursuant to Labor Code Section1777.1 or 1777.7. Section 17. Discrimination The Contractor shall not refuse to employ or promote any person, shall not discriminate against any person with respect to compensation received or terms and conditions of employment, and shall not discipline or discharge any person in its employment because of the person's race, religion, creed, color, national origin, ancestry or sex. In addition, the Contractor shall not refuse to accept otherwise qualified employees as indentured apprentices solely on the grounds of race, religion,, creed, color, national origin, ancestry or sex. Section 18. Safety The Contractor and all subcontractors shall comply with the provisions of the Safety and Health Regulations for Construction, promulgated by the U.S. Secretary of Labor under Section 107 of the "Contract Work Hours and Safety Standards Act'-', as set forth in Title 29 of the Code of Federal Regulations, and by the State of California, Division of Industrial Safety. Section 19. Competence of Workers All persons performing the Work shall have all necessary technical expertise, permits, professional licenses, certificates, training, and other qualifications required by this Contract or other applicable laws. Contractor shall provide City with said permits, licenses, and certificates at the request of City. Article 3. INSURANCE, INDEMNIFICATION and BONDS Section 20. Insurance (a) The Contractor shall provide the City with proof of insurance naming the City, its consultants and each of it selected officials, officers, agents, employees, and volunteers as additional -named insureds on a policy or policies of insurance providing and maintaining the coverages set forth in the Insurance Schedule contained herein. The Contractor shall at all times during the term of the Contract carry,. maintain, and keep in full force and effect, the policy or policies of insurance set forth in the Insurance Schedule, including all special endorsements listed on the Insurance Schedule. Said coverage is not required for the active negligence of the City to the extent that indemnification for the City's active negligence would be invalid under Civil Code Section 2782(b) of the. The proof of insurance shall also provide that said policy or policies are not to be canceled or materially reduced without giving the City at least 30 days written notice. (b) The Contractor shall require each of its subconsultants or subcontractors to maintain insurance coverage that meets all of the requirements of the Contract. (c) The policy or policies required by this Contract shall be issued by an insurer. admitted in the State of California and with a rating of at least a B+;VII in the latest edition of Best's Insurance Guide. (d) The Contractor agrees that if it does not keep the aforesaid insurance in full force and effect, the City may either immediately terminate the Contract or, if insurance is available at a reasonable cost, the. City maytake out the necessary insurance and pay, at Contractor's expense, the premium thereon. (e) The insurance provided by Contractor shall be primary to any coverage available to the City, and any insurance or self-insurance maintained by the City or its elected officials, officers, agents, employees or volunteers shall be in excess of Contractor's insurance and shall not contribute to it. The policies of D-5 - insurance required by the Contract shall include provisions for waiver of subrogation against the City. (f) Any deductibles or self -insured retentions must be declared to and approved by the City. At ( the option of the City, Contractor shall either reduce or eliminate the deductibles or self -insured retentions with respect to the City, or Contractor shall procure a bond guaranteeing payment of losses and expenses. Section 21. Indemnification (a) . To the fullest extent permitted by law, Contractor shall indemnify, protect, defend, and hold Harmless the City, its consultants and each of its elected officials, officers, agents, employees, and volunteers, from and against any and all claims, demands, losses, damages, liabilities, fines, charges, penalties, orders, judgments, and all costs and expenses incurred in connection therewith, including reasonable attorneys' fees And costs of defense arising, directly or indirectly, in whole or in part, out of the services performed under this Contract, except to the extent arising from or caused by the sole active negligence or willful misconduct. of the City, its elected officials, officers, agents, employees or volunteers. (b) The provisions of this section shall not terminate or expire, shall be given the broadest possible interpretation, and shall survive the expiration or earlier termination of this Contract. (c) The obligations in this section are in addition to Contractor's duty to provide insurance and shall not be limited by any limitation on the amount or type of insurance coverage carried by Contractor. Section 22. Workers' Compensation The Contractor shall secure payment of compensation to Contractor's employees pursuant to Labor Code Section 3700, and shall obtain employers' liability insurance as set forth in the Insurance Schedule. Prior to commencing work hereunder; the Contractor shall submit to the City the Workers' Compensation Certificate. or an executed certificate of workers' compensation insurance as provided herein. Such insurance shall include a waiver of subrogation endorsement naming the City, and its consultants, and each of its elected officials, officers, agents, employees and volunteers. Section 23. Labor and Material Bond The Contractor shall execute and deliver to the City for its approval and acceptance a Labor and Material Bond in an amount equal to the total amount payable under the terms of this Contract. Said bond shall be payable by surety or sureties to the City in the event the Contractor fails to pay its subcontractors for labor and material used in this project. Said bond shall be in substantially the same form as that attached hereto. The surety will be one that the City finds acceptable. Section 24. Performance Bond The Contractor shall execute and deliver to the City for its approval and acceptance a Performance Bond in an amount equal to the total amount payable under the terms of this Contract. Said bond shall be payable by surety or sureties to the City in the event the Contractor fails to fully perform under this Contract. Said bond shall be in substantially the same form as that attached hereto. The surety will be one that the City finds acceptable. Article 4. PERFORMANCE Section 25. Time for Completion The work shall be completed in the number of working days specified in the Bid Form Proposal. =DW= Section 26. Force Maieure Neither Party shall be considered to be in default in any of its obligations under this Contract when a failure of performance shall be due to an uncontrollable force. The term "uncontrollable force" shall mean any cause beyond the control of the party affected,, including, but not restricted to, flood, earthquake, storm, fire, lightening, epidemic, war, riot, civil disturbance or disobedience, sabotage, or embargoes of the United States Government or any other government, which by exercise of due diligence such party could not reasonably have been expected to avoid and by exercise of due diligence has been unable to overcome. Either party rendered unable to fulfill any of its obligations under this Contract by reason of an uncontrollable force, shall give. written notice within five (5) Business Days of such fact to the other party and shall exercise due diligence to remove such inability with all reasonable dispatch. Section 27. Utility Relocation (a) The City will identify the main and/or trunk lines in the Plans and Specifications. The City is responsible for the timely removal, relocation or protection of existing main and/or trunk line utility facilities located on the construction site, unless such utilities facilities are identified by the City in the Plans and Specifications. The City shall pay the costs of removing or relocating utility facilities not identified in the Plans and Specifications with reasonable accuracy, repairing damage not due to the Contractor's failure to exercise reasonable care, and equipment on the project necessarily idled during such work. The Contractor shall not be assessed liquidated damages for delay in completion of the project, when such delay is caused by the failure of the City or the utility owner to provide for the removal or relocation of such utility facilities. (b) Nothing herein shall be deemed to require the City to indicate the presence of existing service laterals or appurtenances whenever the presence of such utilities on the construction site can be inferred from the presence of other visible facilities, such as buildings or metering junction boxes on or adjacent to the construction site. (c) If the Contractor, while performing under the Contract, discovers utility facilities not . identified by the City in the Plans or Specifications, the Contractor shall immediately notify the City's Representative and the utility owner in writing. .Section 28. Public Convenience (a) The Contractor's operation shall not unnecessarily cause any public inconvenience. The access rights of the public shall be considered at all times. Unless otherwise authorized, traffic shall be permitted to pass through the Work or an approved detour shall be. provided. Safe, adequate, continuous and unobstructed pedestrian and vehicular access shall be maintained to fire hydrants, water valves, residences, commercial and industrial establishments, churches, schools, parking lots, service stations, motels, .fire and police stations, and hospitals, unless other arrangements are made satisfactory to owners thereof. (b) Vehicular access to residential driveways shall be maintained to the property line except when necessary construction precludes such access for reasonable periods of timer (c) Grading operations, roadway excavation and embankment construction shall be conducted by the Contractor in a manner that provides a reasonably satisfactory surface for traffic. When rough grading is completed, the roadbed surface shall be brought to a smooth, even condition satisfactory for traffic. (d) The Contractor shall comply with all applicable State, County and City requirements for the closure of streets. The Contractor shall provide barriers, guards, lights, signs, temporary bridges, flagmen and watchmen advising the public of detours and construction hazards. The Contractor shall also be responsible for compliance with additional public safety requirements that may arise during construction. The Contractor shall furnish and install and, upon completion of the Work, promptly remove all signs and warning devices. D-7 - (e) At least 48 hours in advance of closing or partial closing or of reopening any street, alley, or other public thoroughfare, the Contractor shall notify the police, fire., public transportation (MTA), traffic and engineering departments of the City and any other jurisdictional agencies involved and shall comply with their requirements. Section 29. Excavations (a) Excavation Safety During the excavation of trenches five (5) feet or more in depth, the Contractor shall submit to the City, for its approval, a detailed plan showing the design of shoring, bracing, sloping, and other provisions to be made for worker protection from the hazard of caving ground. Said plan shall be at least as effective as that required by the Construction Safety Orders of the California Division of Industrial Safety. If the Contractor's plan varies from the shoring system standards established by said Safety Orders, the plan shall be prepared by a registered civil or structural engineer. (b) Closure At the close of each working day, the Contractor shall cover completely all open excavations in the public right-of-way with steel plates in accordance with normal practice in the industry and the rules, regulations, laws and ordinances of the State of California, the County. of Los Angeles, and the City of Vernon, and the Special Provisions -Temporary Cold Mix Asphalt Concrete. Section 30. Extra Work (a) The City may require changes in, additions to, or deductions from the Work to be performed or to. the materials to be furnished hereunder. No extra work shall. be performed or change or addition made without a written order from the City. The written order shall state that the extra work, change or. addition is authorized by the City, identify the work that is to be done and method to be used to accomplish the work, and set forth the basis upon which payment is to be made. Nothing yin this article shall excuse the Contractor from proceeding with the prosecution of the Work so changed. The Contractor shall, when required by the City, furnish an itemized breakdown of the quantities and prices used in computing the amount of any change or addition that might be ordered. The adjustment, if any, in the amount to be paid to the Contractor ..by reason of any such change,. addition or deduction shall be determined by one of the following methods: (1) A lump sum proposal from the Contractor. (2) By applying the unit prices contained in the Bid Form Proposal or fixed by agreement between the City and the Contractor. (3) By proceeding with the Work and furnishing daily reports of extra work by the close of the next working day. Failure to submit the daily report in a timely manner may waive the Contractor's right to compensation for that day. An attempt shall be made to reconcile the report daily, and it shall be signed by the City's Engineer or his designee. The daily report shall itemize the costs for labor, materials, and equipment rental. Reportedlabor costs shall include the names and classifications of the workers, the hours worked, and the rates of pay. Reported equipment costs shall include the, type of equipment used, the identification number, the hours of operation, and hourly rate. All records and reports shall be made immediately available to the City's Representative. (b) Markup This section shall modify and replace "Section 3-3.2.3, Markup" of the Standard Specifications for Public Works Construction (2009 Edition) referenced and incorporated herein by Section 47. (1) Work by Contractor. The following percentages shall be added to the Contractor's costs and - D-8 - shall constitute the markup for all overhead and profits: a) Labor 20% . ...................... b) Materials ......................15% c) Equipment Rental .....................15% d) Other Items and Expenditures ............15% To the sum of the costs and markups provided for in this subsection, 1 percent shall be added as compensation for bonding. (2) Work by Subcontractor. When all or any part of the extra work is performed by a Subcontractor, the markup established in (1) shall be applied to the Subcontractor's actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion .of the extra work may be added by the Contractor. Section 31. Clean Up Upon completion of the Work, the Contractor shall remove all debris and surplus materials from the work site. Section 32. Materials (a) New Materials and Equipment Unless otherwise specified, shown, or permitted by the City all material and equipment incorporated in the Work shall be new and of current manufacture. The City may request that the Contractor furnish manufacturer's certificates indicating the quality of the material. No material shall be installed until approved by the City's Representative. (b) Inspection of Materials All material furnished hereunder shall be subject to inspection and testing by the City's authorized agents at the City's expense. In the event that such inspection and testing reveals material that does not comply with the Contract Documents, the Contractor shall bear the cost of necessary corrective measures as well as the cost of subsequent inspection and testing. (c) Defective Equipment or Materials The inspection under Section 31(b) shall not relieve the Contractor of any of its obligations under the Contract. Even though equipment or material required to be provided has been inspected, accepted, and included in a monthly progress payment request, the Contractor shall, at Contractor's expense, replace or repair any such equipment or material found to be defective or otherwise non -compliant with the Contract Documents up through the guarantee period in Section 43. (d) Storage of Materials All material for use in the Work shall be stored by the Contractor in such a manner as to prevent damage from exposure to the elements, from admixture of foreign materials or from any other cause. The Contractor shall be solely responsible for damage or loss of materials caused by exposure, weather or other causes. Section 33. Permits and Licenses (a) The Contractor shall apply for and procure all certificates, permits and licenses required by federal, state, or local law, rule or regulation necessary for the work except: - D-9 - Encroachment Permits from City of Vernon. (b) The Contractor shall provide all notices necessary and incidental to the lawful prosecution of the work and shall comply with the terms and conditions of all certificates, permits and licenses. (c) The Contractor shall pay all charges and fees in connection with all certificates, permits and licenses except those required by the following: Encroachment Permits from City of Vernon. Section 34. Land and Rights of Way (a) The Cityshall provide, or arrange for the provision of, the land and rights of way upon which the Work is to be constructed. (b) The Contractor. shall procure any additional rights of way desired by the Contractor to facilitate construction of the Work. The Contractor shall enter into written agreements with property owners for such purposes and shall provide the City with copies of such agreements. (c) Except as provided in Section 27, when the work described in the Contract Documents is to be performed in the vicinity of existing improvements, said improvements shall not be disturbed or damaged. However, the Contractor may remove or relocate improvements in the land and rights of way provided by the . City pursuant to Section 34(a). Section 35. Plans and Drawings (a) The approved plans may be supplemented by working drawings as are necessary to monitor the Work. All drawings shall be consistent with the Contract Documents. All such drawings delivered to the Contractor shall be deemed written instructions to the Contractor. (b) The City will. furnish the Contractor with copies of all drawings and specifications reasonably necessary for the execution of the work, at no charge. The Contractor shall keep one set of drawings and specifications in good order at the job site and make them available to the City's Representative and to the Contractor's representatives. (c) The drawings and/or plans will show conditions as the City believes them. to exist; but it is not intended or to be inferred that the conditions as shown thereon constitute a representation -by the City that such conditions are existent. The City shall not be liable for any loss sustained by the Contractor as a result of any variance of the conditions as shown on the drawings and/or plans and the actual conditions revealed during the progress of the Work, or otherwise. Section 36. Shop Drawings Submitted by the Contractor (a) No portion of the Work requiring a shop drawing submittal shall be commenced until the submittal has been reviewed by the City and returned to the Contractor with a notation that the City has completed its review of the shop drawing. Shop drawings are drawings, diagrams, illustrations, schedules, performance charts, brochures and other data which are prepared by the Contractor or any subcontractor, manufacturer, supplier or distributor, and which illustrate some portion of the material or Work. (b) The Contractor shall review, approve, and submit for review by the City's Representative shop drawings for material and equipment to be incorporated into the Work. Four (4) copies of shop drawings shall be submitted to the City with a letter of transmittal listing the submitted. Drawings shall show the name of the project, the name of the Contractor, and the names of suppliers, manufacturers, and - D-10 - subcontractors, if any. Shop drawings shall be submitted with promptness and in orderly sequence so as to cause no delay in progress of the Work. j (c) Shop drawings shall be complete. If the shop drawings show any deviation from the requirements of the Plans and Specifications because of standard shop practices or other reasons, the deviations and the reasons therefore shall be set forth in the letter of transmittal. (d) By approving and submitting shop drawings, the Contractor represents that material, equipment and other work shown thereon conforms to the plans and specifications except for. any deviation identified in the letter of transmittal. (e) Within ten (10) calendar days after receipt of the shop drawings, the City will return two prints of the drawings to the Contractor along with its comments. The Contractor shall resubmit corrected drawings, if the City has so requested. Resubmitted shop drawings shall be processed in the same manner as the original submittals. The Contractor's letter of transmittal accompanying its resubmitted shop drawings shall highlight the revisions requested by the City. (f) The City's Representative will review the shop drawings only for general conformance with the design concept of the project and general compliance with the Plans and Specifications. The City's review of the shop drawings shall not be construed as relieving the Contractor of its responsibilities under the Contract, including but not limited to: (1) providing material and equipment; (2) ensuring the proper fitting and construction of the pipeline; (3) submitting accurate and complete shop drawings; (4) selecting proper fabrication processes and techniques; and (5) performing the Work in a safe manner. Section 37. Supervision by the Contractor The Contractor shall have a designated representative or alternative representative present at the worksite whenever work is in. progress. The Contractor's designated representative or alternate representative shall have authority to act for the Contractor. Before starting the Work, the Contractor shall inform the City, in writing, of the name of its designated representative. An alternate representative may also be designated. Any communication between the City and the Contractor's representative shall be deemed as a communication to the Contractor. If the Contractor fails to have a designated representative present at the worksite, the City's Representative may give necessary direction or instruction to the superintendent or foreman having charge of the specific work to which the direction or instruction applies. The superintendent or foreman shall comply with the direction or instruction promptly and shall relay the City's communication to the Contractor or its designated representative. Section A Inspection of Work (a) The City shall have access to the worksite at all times to review and/or inspect the progress of the Work, the workmanship and the material being used. (b) Whenever the Contractor changes its hours of operation, notice shall be approved by the City's Representative one week prior to institution of the change. Any work done in the absence of the City's Representative may be subject to rejection, at the City's discretion. (c) All excavations that are to be backfilled shall be inspected and approved by the City's Representative prior to backfilling. The Contractor shall give the City's Representative advanced notice of the backfilling. (d) Inspection of the Work by the City's Representative shall not relieve the Contractor of the obligation to fulfill the Contract. Defective work shall be corrected, notwithstanding the fact that the City's Representative may have previously accepted the defective work. - D-11 - Section 39. Correction of Defective and/or Unauthorized Work (a) All work that has been rejected shall be corrected, or removed and replaced by the Contractor, at the City's direction. Any remedial work will be done in a manner acceptable to the City. The Contractor shall pay the remediation and/or removal and replacement costs. The Contractor must obtain written authorization from the City to perform extra or unauthorized work prior to undertaking such work. The Contractor will not be compensated for any unauthorized work. In addition, the City may order the Contractor to remove, at the Contractor's expense, any extra or unauthorized work. (b) The Contractor must comply promptly with any order made by the City under the provisions of this article. If the Contractor fails to comply with the City's orders, the City may in its discretion cause defective work to be corrected by its own forces or by another contractor. The amount that the .City paid to correct the defective work will be deducted from any monies due or to become due to the Contractor. Section 40. Errors or Discrepancies Noted by the. Contractor (a) If the Contractor, either before commencing the Work or in the course of performing the Work, finds any discrepancy between the Contract Documents, especially the Plans, Specifications, drawings, and boring logs, or between any of them and .the physical conditions at the worksite, or finds any error or omission in any of the Plans, Specifications, drawings, boring logs, or in any survey, the. Contractor shall promptly notify the City in writing of such discrepancy, error, or omission. If the Contractor observes that any Plans, Specifications, or drawings are at variance with any applicable law, ordinance, regulation, order or decree, Contractor shall promptly notify the :City in writing of such deviation or conflict. (b) The City, upon receipt of such notice, shall promptly investigate the circumstances and give appropriate instruction to the Contractor consistent with Section 30. Until such instruction is given by the City Engineer, any work done by the Contractor, either directly or indirectly after its discovery of such error, discrepancy, omission, deviation or conflict, will be at the. Contractor's own risk. The Contractor shall bear all costs arising from any work that incorporates such error, discrepancy, omission, deviation or conflict. Section 41. Equipment The Contractor shall furnish equipment and facilities to perform the work to the industry standard in accordance with the Plans and Specifications. Such equipment and facilities must be in a good state of repair, be maintained in such state during the progress of the Work, and shall meet all requirements of applicable ordinances and laws. No worn or obsolete equipment shall be used, and in no case shall.the manufacturer's rating of capacity for any equipment be exceeded. Article 5. MISCELLANEOUS Section 42. Damages for Delay (a) The Contractor acknowledges the City's desire that the Work be completed on or before the dates specified in the Bid Form Proposal. The Contractor also acknowledges that if its work is not completed on or before said dates, the City will incur substantial damages that cannot be ascertained at this time. Accordingly, the Contractor shall pay to the City any and all damages caused by the Contractor's delay in completing the Work under the Contract. (b) If the Work is not completed in accordance with the foregoing, it is mutually agreed that the City will suffer damage, that it will be impractical and unfeasible to determine the amount of actual damage. Therefore, the Contractor will pay the City, as fixed and liquidated damages and not as a penalty, the sum of $1,500.00, for each and every calendar day of delay, and that the Contractor and its Surety will be liable for the amount thereof. The Contractor, however, will not be charged liquidated damages because of any delays in the completion of the work due to Force Majeure or acts of the City, acts of another Contractor in the performance of a Contract with the City, and without the fault or negligence of the Contractor. D-12 - (c) The Contractor shall within ten (10) days from the beginning of any such delay (unless the City grants a further period of time prior to the date of final settlement of the Contract) notify the City in writing of the cause of delay. Upon notification of a delay, the City shall ascertain the facts and extent of the delay and extend the time for completing the work if in its sole and absolute discretion its findings justify such an extension. The City's findings shall be final and conclusive on the parties hereto. (d) The City shall have the right to extend the.time for completion if it determines such extension to be in the City's best interest. If the City extends the time limit for completing the work by way of a change order at the request of the Contractor, and for other than Force Majeure, it is understood and agreed that such time extension will increase the City's expenses. These expenses include, but are not limited to, the costs associated with engineering, inspection, supervision, incidental and overhead expenses that are directly chargeable to the Contract and that accrue during the period of extension. Therefore, the Contractor acknowledges that the City shall be reimbursed for its expenses before the final payment of the ten percent (10%) retention is made. Section 43. Guarantee The Contractor guarantees the Work against defective workmanship, and the. materials furnished, for a period of one year from the date the City accepts the work in accordance with Section 4(c). The Contractor shall repair and replace any and all such defective work, together with any other work which may be displaced in so doing, at no cost to the City. The Contractor. is not responsible for the.repair or replacement of material damaged through ordinary wear and tear, usual abuse, or neglect. The City may proceed to repair or replace defective work and/or material. if the Contractor fails to do so within a week after Contractor's receipt of written notice from the City. The Contractor agrees to pay the costs and charges the City incurs in repairing and replacing defective work and/or materials upon demand. Section 44. Risk of Loss Prior to Final Acceptance Except as set forth hereinabove relating to Force Majeure, all risk of loss resulting from total or partial destruction of the Work, or any part thereof, or any damage thereto, prior to final acceptance of the work by City, shall be borne by the Contractor regardless of the cause. The Contractor, at. its sole cost, shall repair or replace such damaged or destroyed work to its prior undamaged condition before being entitled to additional progress payments, the final progress payment or payment of the retention. Such total or partial destruction or damage shall not excuse the Contractor from completion of the Work.in accordance with the provisions of this Contract. Section 45. Termination (a) Termination (Contractor's Default) (1) The Contractor will be in default if it does any of the following: (a) declares bankruptcy, becomes insolvent, or assigns its assets for the benefit of its creditors; (b) disregards or violates a material provision of the Contract or the City's instructions; (c) fails to prosecute the Work according to the approved construction schedule; (d) fails to provide a qualified superintendent, representative, competent workers, or subcontractors; and/or (e) fails to provide materials or equipment that meets the requirements of the Plans, Specifications, and drawings. The City shall notify the Contractor in writing of such default. Upon receipt of written notice of default, the Contractor shall, at Contractor's expense, preserve at the project site, all construction materials and equipment, and shall undertake immediate steps to remedy such default. (2) Upon the occurrence of any of the events stated in Section 45(a)(1), the City may, at its option, terminate the right to proceed with the Work to which default has occurred or terminate the Contract if the Contractor fails to cure such default within ten (10) calendar days after receipt of written notice of default. A written notice of termination shall be provided to the Contractor, but not to the Contractor's sureties. Upon receipt of such written notice, the Contractor shall at its expense and for the work affected by any such termination: D-13 - (i) assist the City in making an inventory of all material and equipment located at the site, enroute to the site, in storage or manufacture away from the site, and/or on order from suppliers; assign subcontracts, material and equipment supplier contracts, and equipment rental agreements to the City, as designated by the City; and remove from the site all construction material and equipment listed in said inventory other than the material and equipment which are to be used by the City in completing the Contract. (3) The City shall have the right to complete the Work to which the termination applies. The Contractor agrees that the City shall have the right, for such purpose and for as long as necessary, to designate in writing, take possession of and use any or all of the material, plant, tools, equipment, supplies and property furnished by the Contractor. (4) The cost of completing such work, together with reasonable costs for administering any contract for completion, will be charged to the Contractor. The City will deduct these costs from the sum due or the sum that may become due to the Contractor. If these costs exceed the sum which would have been payable under the Contract, then the Contractor and/or its sureties shall be liable for and, upon written notice from the City, shall promptly pay the excess amount to the City. The City shall not be required to retain the bidder with the lowest estimate for completion of the work. The City may make any expenditures that, in its sole judgment, best accomplish the completion of the project. If such costs are less than the balance that would have been due, the Contractor shall have no claim to the difference. The City may, however, decide to reimburse the Contractor or the Contractor's sureties for costs incurred for materials, tools, equipment, property, and labor which were usedin performing the Work and of which the City shall have received the benefit. In computing the costs, as it relates to equipment owned by the Contractor, the salvage value at completion of the Work shall be deducted from the depreciated value at the time the Contract was terminated. (b) Optional Termination of Contract by City (Contractor Not at Fault) City may terminate the Contract upon ten (10) .days written notice to the Contractor, if it is found that reasons beyond: the control of either the City or the Contractor make it impossible or against the City's interests to complete the Work. In such a case, the Contractor shall have no claims against the City except for (1) the cost of the work performed up to the date the Contract is terminated, and (2) for the cost of materials and equipment at the site, in transit, or on definite commitment, as of the date the Contract is terminated, provided that such materials and equipment would be needed in the Work and meet the requirements of the specifications. The cost of the work performed and the cost of materials and equipment, as mentioned above, shall be determined by the City in accordance with the procedure prescribed for making of a final progress payment as described in Section 3. Section 46. Records, Inspection, and Audit During the course of the Work performed under this Contract, Contractor and any of its subcontractors shall maintain and retain, not less than three (3) years after the term of the Contract expires, complete and accurate records of the Contractor's costs which are chargeable to the City under this Contract. City or its designated, authorized representatives shall have the right during this three (3) year period, upon written reasonable notice, to inspect and audit those records. Such records to be maintained and retained.by Contractor shall include: (a) payroll record accounting for the total time distribution of the Contractor's employees working full or part time on the Work (to permit tracing to payroll payments in cash); (b) invoices for purchases, receiving and issuing documents, and all the other unit -inventory records for the Contractor's D-14 - stores, stock or capital items; (c) paid invoices and canceled checks for material purchased and for the subcontractor's and other third parties' charges; and (d) any other documentation the City deems necessary to support costs and charges under this Contract. Section 47. Standard Specifications The "Standard Specifications for Public Works Construction", 2009 Edition, published by Building News, Inc. is hereby incorporated by this reference and made a part hereof as though fully set forth at length. In the event, however, that said Standard Specifications are inconsistent with the terms of this Contract and the Special Provisions, then this Contract and the Special Provisions shall be deemed controlling. Section 48. Independent Contractor, The Contractor is and shall at all times remain, as to the City, a wholly independent Contractor. neither the City nor any of its elected officials, officers, employees, agents or volunteers shall have control over the conduct of Contractor or any of Contractor's agents or employees, except as herein set forth. Contractor shall not, at any time, or in any manner,_ represent that it or any of its agents or employees are in any manner agents or employees of the City. Section 49. Waiver The waiver by either party of a breach or default by the other party shall not be deemed a waiver of any different or later breach whether of the same or other covenant or condition; nor shall any delay or omission by either party to exercise any right it. may have under this Contract operate as a waiver of any breach or default of such a right. The failure of either party to this Contract to exercise any of its rights under this Contract does not constitute a breach of it and shall not be deemed to be a waiver of such rights or a waiver of any subsequent breach. No waiver, benefit, privilege, or service voluntarily given or performed by a party shall give the other party any contractual rights by custom, estoppel, or otherwise. Section 50. Governing Law The rights, obligations, duties and liabilities of the parties to this Contract and the interpretation of this Contract shall be governed by the domestic law of the State of California, without regard to its laws regarding choice of applicable law. Any litigation concerning this Contract shall take. place in the superior court with geographic jurisdiction over the City of Vernon. Section 51. City Not Obligated to Third Parties The City shall not be obligated or liable under this Contract to any party other than Contractor. The City shall timely notify Contractor of the receipt of any third -party claim relating to this Contract. The City shall be entitled to recover its reasonable costs incurred in providing the notification required by this section. Section 52. Dispute Resolution (a) All disputes arising out of or related to this Contract, either party's conduct in connection with this Contract, and the relationship and rights of the parties in connection with this Contract, whether characterized as a breach of contract, tort, .or otherwise, shall be determined by binding arbitration in accordance with the terms of this section. The submittal of matters to arbitration in accordance with the terms of this section is the sole and exclusive method, means, and procedure to resolve any and all claims, disputes or disagreements arising under this Contract, except for claims by either party which seek injunctive relief, which claims shall be shall be resolved by suit filed in the Superior Court of the County of Los Angeles, California, the decision of which court shall be subject to appeal pursuant to applicable law. The parties hereby irrevocably waive any and all rights to the contrary and shall at all times conduct themselves in accordance with the terms of this Section, relying on arbitration as the sole means of resolution of disputes. - D-15 - (b) Arbitration of all matters required to be arbitrated hereunder shall take place before a panel of three (3) retired judges of the Superior Court of the State of California (the "Arbitrators") under the _ auspices of the Judicial Arbitration & Mediation Services ("JAMS"). Such arbitration shall be initiated by the parties, or either of them, within ten (10) calendar days after either party sends notice of a demand to arbitrate ("Arbitration Notice") to the other party and to JAMS. The Arbitration Notice shall contain a description of the subject matter of the arbitration, the dispute with respect thereto, the amount involved, if any, and the remedy or determination sought. Each party shall select a retired judge from the JAMS panel, and the two. selected judges shall mutually agree on the third retired judge from the JAMS panel. If one of the parties does not select a retired judge from the JAMS panel within fourteen (14) calendar days after receipt of the Arbitration Notice, JAMS will select the second judge, and the judge selected by JAMS and the judge selected by the other party will select the third judge for the panel. The third judge shall be selected within ten (10) calendar days following the selection of the first two judges. The three judges will together serve as the Arbitrators. The arbitration shall be conducted in Los Angeles, California. Any party may be represented by counsel and/or other authorized representatives. Except as specifically provided in this Section 30, the arbitration shall be conducted in accordance with JAMS Engineering and Construction Arbitration Rules and Procedures. (c) In rendering decision(s), the Arbitrators shall determine the rights and obligations of the parties according to the substantive and procedural laws of the State of California and the terms of this Contract. The Arbitrators' decision shallbe based on the evidence introduced.atthe hearing and accompanied by a written statement of decision as to each of the principal controverted issues. The agreement of two (2) of the three (3).Arbitrators as to the resolution of the dispute shall be a conclusive resolution. The Arbitrators shall deliver the written decision to the parties within thirty.(30) calendar days following the date of the hearing. The decision shall be conclusive and binding, and it may thereafter be confirmed.as a judgment by the Superior Court of the State of California; subject only to challenge on the grounds set forth in Code of Civil Procedure Section 1286.2. (d) The validity and enforceability of the Arbitrators' decision shall be determined exclusively by the California courts. Section 53. Assignment of Unfair Business Practices The Contractor and its subcontractors offer and agree to assign to the City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from the purchases of goods, services, or materials pursuant to this Contract or subcontracts. This assignment shall be made and become effective at the time the City tenders final payment to the Contractor, without further acknowledgment by the parties. Section 54. Entire Agreement This Contract represents the entire integrated agreement between the City and Contractor, and supersedes all prior negotiations, representations or agreements, either written or oral. This Contract may be amended only by a written instrument signed by both the City and Contractor. Section 55. Headings and Captions The headings and captions used in this Contract are for convenience only and shall in no way define, limit, or describe the scope or intent of this Contract or any part of it. Section 56. Authority to Execute this Contract The person or persons executing this Contract on behalf of Contractor warrants and represents that he or she has the authority to execute this Contract on behalf of Contractor and has the authority to bind Contractor to the performance of its obligations hereunder. - D-16 - Section 57. Severability - Invalidation of any provision contained herein or the application thereof to any person or entity by judgment or court order shall in no way affect any of the other covenants, conditions, restrictions, or provisions hereof, or the application thereof to any other person or entity, and the same shall remain in full force and effect. Section 58. Counterpart and Duplicate Originals This Contract may be executed in counterpart originals, duplicate originals, or both, each of which is deemed to be an original for all purposes. Section 59. Survival of Terms All of the terms and conditions of this Contract related to payment, indemnification, dispute resolution and waiver shall survive termination of this Contract.. s — D-17 — IN WITNESS WHEREOF the parties hereto have executed this Contractor caused it to be executed as of the day, month and year first above written. AT'. to in CITY OF VERNON By Hilario Gonzales, Ma or A Q `i () PCYP M- Yamaguchi ,/ Ir�,�erim amity Attorney �/ CONTRACTOR sun.d_wL it* ft Zcu. bY...C4. who pwsm* eppeaw �n»endxww,w mt Name A ,� p1^ f 1W nu curvaee sKpreaed r -77 a> Signature 4psljet,:( ZTitle Thomas Bred'N Notary Public Notary Seal L.Troy te of Missouri County of Warren Commission Expires 12/11/2011 Name Commission # 07410273 Signature Title NOTE: The complete and proper legal name of the Contractor shall be set forth above. If the Contractor is a corporation, two signatures are required, as follows: (1) the chairman of the board, the president, or any vice- president, and (2) the corporate secretary, any assistant corporate secretary, the chief financial officer, or any assistant treasurer. If the bidder is a limited liability company, signatures are required of two members or managers unless otherwise provided in the company's articles of organization. If the bidder is a partnership, signatures are required of the partner or partners authorized to sign contracts on behalf of the partnership. - D-18 - E. BOND FORMS AND INSURANCE REQUIREMENTS Contractor shall provide the City with a Workers' Compensation Certificate in a form substantially similar to that shown herein. Both the Performance Bond and the Labor and Material Bond shall be provided on the forms enclosed herewith. A Sample Letter of Credit is also enclosed as a guide for a bidder's security. Insurance coverage shall be provided in the types and amounts shown on the Insurance Schedule. A copy of the policy or a notarized letter from the insurance underwriter or carrier verifying the coverage must be provided to the City in order to demonstrate proof of insurance. - E-1 - WORKERS' COMPENSATION CERTIFICATE The undersigned acknowledges that Section 3700 of the California Labor Code requires every employer to be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of that Labor Code. The undersigned agrees to comply with such provisions before commencing the performance of this Contract. CONTRACTOR Name Signatui Title . Name Signature Title NOTE: The complete and proper legal name of the Contractor shall be set forth above. If the Contractor is 'a corporation, two signatures are required, as follows: (1) the chairman of the board,.the president, or any vice- president, and (2) the corporate secretary, any assistant corporate secretary, the chief financial officer, or any assistant treasurer. If the Contractor is a limited liability company, signatures are required of two members or managers unless otherwise provided in the company's articles of organization. If the Contractor is a partnership, signatures are required of the partner or partners authorized to sign contracts on behalf of the partnership. Workers' Compensation Certificate - I - E-2 - BOND NO. 12S401124 PREMIUM AMOUNT $1,586.00 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the City Council of the City of Vernon, a municipal corporation, by action on the day of 2010, has awarded to SAK CONSTRUCTION OF CA, LP hereinafter designated as the "Principal", Contract No. CS-0015 for Vernon Avenue Storm Draiu Trenchless Manhole -To -Manhole Pipe Linings & Sectional Linings (Point Repairs) in Los Angeles County, California; and WHEREAS, said Principal is required under the terms of said Contract to furnish a bond for the faithful performance of said Contract; SAFECO INSURANCE COMPANY OF AMERICA NOW, THEREFORE, we, the Principal and as Surety, are held firmly bound unto the CITY OF VBRNON hereinafter called the "Obligee," in the penal sum of ONE HUNDRED TEN THOUSAND TWO HUNDRED NINETY AND 301100 DOLLARS ($ 110,290,30 ) lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally and firmly by these presents, TIM CONDITION OF THIS OBLIGATION IS SUCH that if the abovebounden Principal, his heirs, executors, administrators, successors or assigns shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions, and agreements in said Contract, and any alteration thereof made as therein provided, on his part to be kept and performed at the time and in the mammr therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the Obligee, its officers and agents, as therein stipulated, this obligation shall become null and void; otherwise it shall be and remain in full force and virtue. And the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the Contract, or to the work to be performed thereunder, or the specifications accompanying the same, shall in any way affect its obligation on this bond, and it does thereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract, or to the work or to the specifications, and said Surety agrees that in case suit is brought on this bond, Surety will'pay City's reasonable attorney's fees to be fixed by the court. Performance Bond - l - E-3 - IN WITNESS WHEREOF, three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an original hereof, have been duly executed by the Principal and Surety above named, on the 11TH day of JANUARY 2011. SAK CONSTRUCTION OF CA, LP 103 NORTH COOL SPRINGS ROAD, O'FALLON, MO 63366 Name _ _ , (Attach Acknowledgment) By SAFECO INSURANCE COMPANY OAMERICA ATTN: SURETY LAIMS DEPARTM T 1001 4TH AVEN i , STE. 1700, SEA LE, WA 98154 Name (Surety By Lz- SUSAN LUPSKI, ATTORNEY -IN -FACT (Attorney -in -fact) . APPROVED AS TO FORM: Willard Yamagu Interim City Attorney Performance Bond - 2 - E-4 - ACKNOWLEDGEMENT FOR CONTRACTOR ACKNOWLEDGEMENT FOR CONTRACTOR, IF LIMITED PARTNERSHIP STATE OF MISSOURI } COUNTY OF ST. CHARLES } ON THE 13th DAY OF January 2011 , BEFORE ME PERSONALLY APPEARED Boyd Hirtz TO ME KNOWN AND KNOWN TO ME TO BE THE Vice President OF SAK Construction of CA LP, A LIMITED LIABILITY COMPANY, DESCRIBED IN AND WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT (S)HE EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT (S)HE EXECUTED THE SAME AS AND FOR THE ACT AND DEED OF SAID LIMITED LIABILITY COMPANY. Notary Public Troy Thomas Bradshaw Notary Public Notary Seal State of Missouri County of Warren My Commission Expires 12/11/2011 Commission # 07410273 ACKNOWLEDGMENT OF SURETY COMPANY STATE OF ......... Naw.Y.ork.) ss COUNTY OF ...Nassau,,,,,,. On this... January 11, 2011 before me personally came.. Susan Lupski ........ ..... to me know, who, being by me duly sworn, did depose and say; that he/she resides in Nassau Cpunty . , , State of........ New York � that he/she is the Attorney -In -Fact of the Safeco Insurance Company of America , ...the corporation described in which .. .: ............. executed the above instrument; that he/she knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that is was so affixed by order of the Board of Directors of said corporation; and that he/she signed his/her name thereto by like order; and the affiant did further depose and say that the Superintendent of Insurance of the State of New York, has, pursuant to Section 1111 of the Insurance Law of the State of New York, issued to.... Safeco Insurance ... Company of America .... ,,,,(Surety) his/her ................................... certificate of qualification evidencing the qualification of said Company and its sufficiency under any law of the State of New York as surety and guarantor, and the propriety of accepting and approving it as such; and that such certificate has not been revoked. GRACE ACKERSON Notary No IOIAC6111590w York Qualified in Nassau County Commission Expires June 14, 2012 NY acknowledgment • Auru,Y56narr IrceNO;lr7(>1QulII,e SalecoIniurvuoCnmpunyo(hjn' __.._..._. ._. ------'• _.___.___.___._...,.....--ASSETS i NOMrnrted I HenaCvlCW Aster I WIAftUed Assets (Cr�s,,•2} 1 Assets I acr d (Schecru,e D) _ 2 Shxlcs (Saredula D); 2arn,283,831 2.9t82l5,'4}I 2,3v7 t5's,747 21 Prelervdsioricv 22 CU11114mstodcs .. ... , j 53,OJr.382 `'i3,A?S,EfR a4,fi28,lgtg d Makk'go M,'ns rv, re�4 ewLL^ ?. ��e l3 •. .. . �??.871 axi. .. 12ik31,;2 187.403,551 3.1 IN liens 32 DG'uu tha•, Iirl Fdre .. 4y?z.k�,3 5232,S113 4 RMeAalo( ,IeA); ' 4.1 Pny,eries reaped by IN MpanY (IM S , . 0 envumbrancp) . 42 P;Cper'des held (or Be aod(n.";on d inccnv (less 5 0 enaw+l>raxGi 4.3 Png gibes hed lot Sale ) peiwmkrontesj 5 Ca;h (S 123, i3 9°7 Schodu!a E • Parl i , Caa� - .. .. . . Sthedub E • Pkl 2), aid shoti•Ierm invc=,,menls {$ i �9,355,18"0. S-.hCdd!a DA) r„�g (� . 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Rareurance: .... , .. .. .. , .... ....a,az(,!ga ......?�,� .....?.�,1!9 ... • nQ•� 14.1 Airxwnl9 teccveraMe tram re nswers ....81,. 23p i'42 Funds held bYe,'depha8ai vidr teAistl(ed r�rl,liar,l¢s. ..... . ... . ....... ... , . ... , . ¢!,169,230 .... ?(i9,,22.1,7Atl 14,3 Otl,er wr+tt(s Ca{Yahle underYainn,Imnce conlr�ys ...... , MAR irL AmogntS nee VAM rely ft 10 Dri"Ured Pi" 45,1 own, fetCt aftcl nincomil at,eWVeYalfleandtn .. ......, .. . IV Net Ws poW W 4SSe1 fdr s! diairxii . ..... (2,32,� ,G82 ' — " . ,!e 94 §88 17, ouaranlyfuadvid 1,$9�. ..,.j1�?goo .. ..oisse,��a eC(vali,e or m do pt h .......... 1 i , i8. E!?ttrcb,c data Woo¢sskty equpnxx t sad 5tihu,re {� U14.� ... $,4029 1s. F(vndureand c�tip(hidi4ln h�aBil.w�redatv�lyas ....... ............i! . ?k yf .20 Netadk`h11AaSsatauhd„ahalGtadUAtCfcrel@nealtHnretdtes v 169KIM .' . ,784 21. 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B.613,619 , �§•§�... .......::. 5 8tmmaryoiremarilnaWtBefnsforlG,e23hama,+ealo4tpage ........ ..... � .. .,... .;� . 2M Tart,tamps.?amn,m,,,r 1 BOND NO. 12S401124 PREMIUM INCLUDED IN PREMIUM FOR LABOR AND MATERIAL BOND PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the City Council of the City of Vernon, a municipal corporation, by action on the __.. day of 2010, has awarded to SAK CONSTRUCTION OF CA, LP hereinafter designated as the "Principal," Contract No. CS-0015, for Vernon Avenue Storm Drain Trenchless Manhole -To -Manhole Pipe Linings & Sectional Linings (,Point Repairs) in Los Angeles County, California; and WHEREAS said Principal is required to furnish a bond in connection with said Contract providing that if said Principal or any of his,subcontractors shall fail to pay for any materials, provisions, provender, or other supplies, or teams used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Act, the Surety on this bond will pay the same to the extent hereinafter set forth. NOW, THEREFORE, we, the Principal and SAFECO INSURANCE COMPANY OF AMERICA firmly y 1 y ONE HUNDRED TEN THOU AND TWO a5 Surety, are held and firmly UOUnd unto the City Of Vernon in file penal SUM of HUNDRED NINETY AND 30/100 DOLLARS ($110,290.30 ), lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that if said Principal, his subcontractors, ( heirs, executors, administrators, successors, or assigns, shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon, for or about the performance of the work contracted to be done, or for work or labor thereon of any kind, or fail to pay any of the persons named in California Civil Code Section 3181, or amounts due under the Unemployment Insurance Code with respect to work or labor performed by any such claimant, or for any amounts required to be deducted, withheld, andpaid over to the Franchise Tax Board from the wages of employees of the Contractor and his subcontractors pursuant to Section 18663 of the Revenue and Taxation Code with respect to such work and labor, and all other applicable laws of the State of California and rules and regulations of its agencies, then said Surety will pay the same in or to an amount not exceeding the amount hereinabove set forth, and also will pay, in case suit is brought upon this bond, such reasonable attorneys' fees as shall be fixed by the court, pursuant to Section 3181 of the California Civil Code. Labor and Material Band -1 This bond shall inure to the benefit of any of the persons named in Section 3181 of the California Civil Code, so as to give a right of action to them or their assigns in any, suit brought upon this bond, and the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms, of the Contract, or the work to be performed thereunder, or the specifications accompanying the same, shall in any way affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the Contract, or to the work or to the specifications. IN WITNESS WHEREOF, three (3) identical counterparts of this instrument each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and Surety above named on the 11TH day of JANUARY 2011. SAK CONSTRUCTION OF CA, LP Name 103 NORTH COOL SPRINGS ROAD, O-FALLON, MO 63366 (Attach Acknowledgment) By / s SAFECO I RANCce COMPANY OF AME ICA ATTN; SURETY CLAI S DEPARTMEN" 1001 4TH AVENUE, ST . 1700, SEATTLE, A 98154 Name (Sure ) �,. By 13y SUSAN LUPSKI, ATTORNEY -IN -FACT (Attorney -in -fact) APPROVED AS TO FORM: Willard YamaguC Interim City Attorney Labor and Material Bond - 2 - 8-6 - ACKNOWLEDGEMENT FOR CONTRACTOR ACKNOWLEDGEMENT FOR CONTRACTOR, IF LIMITED PARTNERSHIP STATE OF MISSOURI } COUNTY OF ST. CHARLES } ON THE 13th DAY OF January , 2011 , BEFORE ME PERSONALLY APPEARED Boyd Hirtz TO ME KNOWN AND KNOWN TO ME TO BE THE Vice President OF SAK Construction of CA. LP, A LIMITED LIABILITY COMPANY, DESCRIBED IN AND WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT (S)HE EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT (S)HE EXECUTED THE SAME AS AND FOR THE ACT AND DEED OF SAID LIMITED LIABILITY COMPANY. Notary Public Troy Thomas radshew Notary Public Notary Seel State of Missouri County of Warren My Commission Expires 12/11/2011 Commission # 07410273 ACKNOWLEDGMENT OF SURETY COMPANY STATE OF ......... New.Y.ork. } SS COUNTY OF ...Nassau,,,,,,,} On this .,, January 11, 2011 before me personally came.. Susan Lupski ....................... .............. to me know, who, being by me duly sworn, did depose and say; that he/she resides in ... , Nassau County . , , , . State of....... , New York that he/she is the Attorney -In -Fact of the , , , , Safeco, Insurance Co )anX of America , , . , , , , ,,,the corporation described in which executed the above instrument; that he/she knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that is was so affixed by order of the Board of Directors of said corporation; and that he/she signed his/her name thereto by like order; and the affiant did further depose and say that the Superintendent of Insurance of the State of New York, has, pursuant to Section 1111 of the Insurance Law of the State of New York, issued to.... Safeco Insurance Company of America (Surety) his/her certificate of qualification evidencing the qualification of said Company and its sufficiency under any law of the State of New York as surety and guarantor, and the propriety of accepting and approving it as such; and that such certificate has not been revoked. GRACE ACKERSON Notary Public, State of New York No. 01AC6111590 Qualified in Nassau Cuunty Commission Expires June 14, 2012 NY acknowledgment AurlkiSl,nMrr:9fr,rihe'nnr7r>,10ulUfe 5alee0lnr.uruuoCofrrp:Nyof6nrria ASSETS tr1 iatrilled 1 Bwda (Schacble D) (Coll.1•ij /sseis 2 SWca(ShedolaD): x ,Z43,e3i 2, 826A,231 2,3u7t55,747 " 21 PrerUn-od stocky 21 CMf4n,SWK1 • • • • .. • • •t.,,: I . 5a,t 1y.8p2 • d Mau;no q,•n,� rn r 2,! ctar� � ... .�:Je l3]• .. 127 631 a73 1 ... ,.. .. .. 121k31ri� 187An3,55f 3.1 Firsiliens i 32 OG•xu Ihan 6r,1 tutu - . .. ' . '47a1,54q . . 30,2;C�,SLt3 4 Rae3la;c(,gdy*leA): '' '' 41 Prcper es acurad by UW axaparly {{ S ..... 0 enaurlb anOq) 42 P: peruts hed (orlle pro lncl�n d inarm. {less S 0 enwa+h(a cys 4.3 Pmper6eshedlors 9(Iesn; 5 Cah(3 123,13 9 schbdu!-E-Palli,castDatpN(S s .. ) rxWlrr>lanI5 (6,N.412r .. ,. . :dreduHE-F'b1Yl,xfdsfiorJ•krtninvc,Gnents(� tf3.93J3,IG2,S-Jx'du'�DA) G, Ctailradbais(Ndudng& xl'G{G639'i „267,an3,760 7. 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INSURANCE SCHEDULE (CONTRACTOR) Contractor shall provide and shall maintain on file with the City proof of insurance, including but not limited to, a standard certificate of insurance, in at least the following amounts and coverage (combined single limit permitted): I• Coverage and Limits Bodily Injury Property Damage Hazards Each Person Each Accident Each Accident Automobile Liability Owned Automobiles Hired Automobiles $ 500,000 $1,000,000 $ 500,000 Non -Owned Automobiles $ 500,000 $ 500,000 $1,000,000 $1,000,000 $ 500,000 $ 500,000 Workers' Compensation $ Statutory Employers' Liability $1 000 000 per employer IL Liability General Liability Premises Operations $1,000,000 $2000,000 $1,000,000 Elevators (If Applicable) $1,000,000 $1,000,000 $2,000,000 $2,000,000 $1,000,000 $1,000,000 Independent Contractors Products - Completed Operations $1,000,000 $1,000,000 $2,000,0,00 $1,000,000 Contractual Liabilit $1 000000 $2,000,000 $2,000,000 $1,000,000 $1,000,000 Umbrella Liability $2 000 A- $2,000,000— $2,000,000 a. The general liability policy shall contain the following special endorsements which shall be noted or attached to the standard certificate of insurance: on t An original endorsement naming the City of Vernon, its elected officials, officers, agents, employees and volunteers as additional insureds under the policy. 2. An endorsement providing the City of Vernon thirty (30) days notice of cancellation or material reduction of coverage. 3. An endorsement providing coverage for all operations under this Contract and specifying the activities covered. 4. Such other endorsement as may be required by City. 5. A copy of your general and umbrella insurance policy declarations page. 6. A copy of schedule of forms of endorsement. b. In addition to the above, the Contractor shall provide such further proof of insurance documentation as the City deems necessary. DOCUMENTATION REQUIRED • Certificate of Insurance from contractor's insurance agent; • Copy of insurance policy Declaration Page for General and Umbrella Liability; • Actual copies of any Endorsement; • Additional Insured Endorsement naming City as Additional Insured, Form CG 2010-1185 required; • Contractor's insurance package to include Endorsement appropriate to the project being undertaken on the City's behalf, • Copy of Schedule of Forms and Endorsements - E-7 - PROOF OF INSURANCE APPROVAL AS TO FORM Proof of the following insurance coverage has been received and approved as to form: (1) Contractual Liability. (2) Automobile Liability. (3) Worker's Compensation. (4) Employer's Liability. (5) General Liability. (6) Umbrella Liability. Dated:/ r. Willard Yam g i, Interim City Attorney - E-8 - (BANK OR SAVINGS AND LOAN ASSOCIATION LETTERHEAD) Date: City of Vernon 4305 Santa Fe Avenue Vernon, CA 90058 Gentlemen: S A M P L E IRREVOCABLE LETTER OF CREDIT Contract No. Please consider this letter as an Irrevocable Letter of Credit pledging that in the amount of $ is/are deposited and guaranteed to insure the Contractor's faithful performance under Contract No. in lieu of withholding any funds due the Contractor under progress payments. In compliance with Part 5 (commencing with Section 22300) of Division 2 of the California Public Contract Code, we agree that the funds or other securities designated by this instrument shall become trust funds for the purposes set forth in this instrument. This instrument shall terminate upon formal acceptance by the City Council of the City of Vernon -of the work performed .by the Contractor under said Contract. Any claims under this Irrevocable Letter of Credit shall be presented in the following manner: The City's written statement, signed by the Director of Community Services, certifying that there has been loss, damage or liability resulting from the Contractor's duties and obligations under Contract, or from negligence, act or omission of the Contractor, its agents, servants and employees (such statement to be substantiated by an attached detailed report) in the amount of the accompanying sight draft on us and that the amount of this draft is therefore now due and payable. The above statement will be all that is required to certify the amount set forth under this Irrevocable Letter of Credit, dated this date, is due and payable to the City of Vernon pursuant to the above -stated Contract No. (Name of Bank or Savings and Loan Association) By President By Secretary ALL SIGNATURES MUST BE NOTARIZED Attach proper jurats • Securities as listed in Section 16430 of the Government Code, or bank or savings and loan certificates of deposit. - E-9 - SPECIAL PROVISIONS F. SPECIAL PROVISIONS I. GENERAL STANDARD SPECIFICATIONS For the purpose of this contract, the "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (Latest Edition), the Standard Plans for Public Works Construction (Latest Edition) shall apply. EXAMINATON OF THE SITE The bidders are required to examine the site and judge for themselves the location, physical conditions, substructures, and surroundings of the proposed work. MOBILIZATION The cost of all preparatory work and operations for the multiple movements of personnel, equipment, supplies, and incidentals to the various project sites must be included in the various bid items, and no extra compensation will be paid to the Contractor. TRAFFIC CONTROL The Contractor shall submit traffic channelization and detour plans to the City Engineer for approval at least ten working days prior to commencement of work. One lane in each direction shall be maintained on all streets and the Contractor shall provide access to places of business at all times. Flashing arrow boards shall be used on Vernon Avenue. The traffic control shall be in accordance with the Work Area Traffic Control Handbook (W.A.T.C.H) or California Manual of Temporary Traffic Controls. Traffic Control Work shall include all labor, materials, tools, equipment, transportation and incidentals necessary to maintain and control all vehicular and pedestrian traffic through the construction site. The cost of furnishing and maintaining traffic control during the construction must be included in the various bid items, and no extra compensation will be paid to the Contractor. PROHIBITED PARKING IN WORK AREA Contractor shall provide the City with 72 hours notice for parking restrictions that will be posted in the work area during construction. All traffic and parking signs are to be provided and posted by the Contractor. All signs, lights and other warning devices used shall be in accordance with State of California Business and Transportation Agency Department of Public Works Manual of Warning Signs, Lights and Devices for Use in Performance of Work Upon Highways. The cost of furnishing and maintaining signs, lights and warning devices during the construction project must be included in the various bid items, and no extra compensation will be paid to the Contractor. CONSTRUCTION SCHEDULE ` At the pre -construction meeting, Contractor shall submit to the City, in writing, a construction schedule of proposed work. The construction schedule shall show sequence of work, - F-1 - SPECIAL PROVISIONS critical path and estimated time for completion of each work. The Contractor shall give 48 hours notice to the Director of Community Services & Water prior to the start of the work. In addition, the Contractor shall submit a detailed schedule forecasting two weeks of work describing each day's work. This schedule shall be updated and submitted to the City every Monday during the construction period. CONSTRUCTION HOURS All work shall only occur on Monday through Friday between the hours of 7:00 a.m. to 3:30 p.m. If the Contractor elects to work at other times, it must obtain Director of Community Services & Water's approval and pay for the inspection fee of $50.00 per hour per City inspector for a minimum of 4 hours. CONSTRUCTION SIGNS Two construction signs shall be built according to Standard Plan MV2217 (see attached page F-7) and shall be placed at each end of the construction limits on Vernon Avenue. The signs shall be placed two weeks prior to the commencement of construction. The wording of each sign shall be approved by the City prior to printing. CONSTRUCTION ACTIVITIES COORDINATION The Contractor shall notify the City of Vernon Community Services & Water Department, Police Department, Fire Department, Utility Companies, Railroad Companies, Business/Property Owners and Metropolitan Transportation Authority of the proposed work and coordinate all work under this contract with all Utilities and Public Agencies. MATERIAL SUBMITTALS The Contractor shall provide all required submittals including, but not limited to shop drawings and materials to the City upon reward of the contract for review and approval before the construction. The "Notice to Proceed" wilf not be issued to the Contractor until all the submittals have been reviewed and approved by the City. PUBLIC CONVENIENCE The Contractor shall conduct operations to minimize the obstruction of access and inconvenience to the public and businesses. TEMPORARY WATER METER Contractor shall obtain a temporary water meter from the City of Vernon Water Department by placing a deposit of $600.00. Contractor shall pay for all water used. Contractor shall not relocate the service. The Contractor shall call the City of Vernon Water Department to relocate the service and will be charged $50.00 for each relocation. - F-2 - SPECIAL PROVISIONS PRIVATE OR PUBLIC PROPERTY. DAMAGE Any damage to private or public property caused by the Contractor shall be repaired or replaced at no cost to the City. Repairs and replacements shall be at least equal to existing improvements and shall match in materials, finish and dimensions. CLEANING OF THE SITE DURING CONSTRUCTION During construction, all pavement, sidewalk, curb and gutter adjacent to construction areas shall be swept free from soils, gravel, dirt or debris on a daily basis. The Contractor is responsible for maintaining sidewalk and pavement within the construction zone free from loose materials at all times. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) Prior to Contractor commencing work, a City approved Storm Water Pollution Prevention Plan (SWPPP) shall be implemented, and maintained on file at the construction site to comply with the Vernon City Stormwater Code. The Contractor shall develop and administer a SWPPP. The SWPPP shall be prepared by a California Registered Civil Engineer and considered as part of these Special Provisions. The Contractor shall submit a SWPPP for review and approval by the City before the construction commences. The Contractor is notified that the SWPPP may require revisions from time to time during construction to reflect needed improvements to best management practices (BMPs) and/or actual construction practices. The SWPPP document shall include, at a minimum, all items in Section A of the State General Construction Activity Storm Water Permit. l The SWPPP document shall not be construed to be a waiver of the Contractor's obligation to review and understand the State General Construction Activity Storm Water Permit before submitting a bid. By submitting a bid, the Contractor acknowledges satisfaction as to the requirements of the State General Construction Activity Storm Water Permit. No storm water quality complications are anticipated from this construction project; however, if a problem develops, the Contractor shall comply with all the conditions contained within the SWPPP and the Vernon City Stormwater Code. If an unauthorized stormwater discharge or a violation of Vernon City Stormwater Code occurs, the contractor's superintendant (or his/her designee) shall immediately notify the City of Vernon Health & Environmental Control Department. Any additional work required for compliance with the requirements of the SWPPP and the Vernon City Stormwater Code shall be performed by the Contractor. SWPPP preparation guidelines.are available at the State of California website: http: wwwm .waterl)oards ca gov/water issues/progras'stor�nwater/construction shtml The Contractor is hereby notified that specific construction practices in the Standard Specifications, Section 7, "Responsibilities of the Contractor" are considered to be Best Management Practices. Applicable construction practices in the Standard Specifications shall be incorporated into the SWPPP. All payments and full compensations for preparing and administering to conform to Contractor's best management practices (BMPs) and/or actual construction practices for Storm Water Pollution Prevention Plan (SWPPP) and Vernon City Stormwater Code shall be included in the various bid items of work involved and no additional or extra compensation will be paid to the Contractor. - F-3 - SPECIAL PROVISIONS SANITARY FACILITIES The Contractor shall furnish and maintain sanitary facilities by the worksites for the entire construction period. UNIT PRICES All costs not covered by specific unit prices but required for a complete job, shall be included in the items most related to the work. EXISTING OFFSET MANHOLES ON VERNON AVENUE Existing manhole number 1, 2 and 3 are the offset manholes located along the northerly sidewalk of Vernon Avenue just east of Soto Street. All costs related for working inside the existing offset manholes to install new pipe linings shall be included in the unit prices bid for the various related items of work and no additional compensation will be made therefore. ADDITIONAL PIPE QUANTITIES There may be additional cracks in the existing storm drain main line (VCP) pipes. The City shall decide if any additional linings are required for new cracks after reviewing the Contractor's newly taped CCTV inspection video. All additional pipe quantities shall be paid by the corresponding Contract Bid Item unit prices. II. TRENCHLESS MANHOLE -TO -MANHOLE PIPE LININGS & POINT REPAIRS Trenchless storm drain pipe lining.shall conform to Section 500 of the 2009 Edition of Standard Specifications for Public Works Construction "Greenbook" And Its Supplements Except As Modified Herein. Cured -In -Place Pipe Liner (CIPP) shall comply with Subsection 500-1.4 of the Standard Specifications for Public Works Construction. 500-1.1.1 General. (Add the following paragraphs) The CONTRACTOR shall field verify the pipe diameter at the manholes and lengths prior to ordering liner materials. The CONTRACTOR shall notify the Director of Community Services and Water of any discrepancies between information obtained in the field and existing plans. Installation of the storm drain lining shall be performed by a CONTRACTOR licensed by the manufacturer/owner of the process. Bidders are required to submit copies of such licenses with their bids. A bidder's failure to do so shall render their bid non -responsive. The minimum finished pipe liner wall thickness shall conform to Table 500-1.1.1. (A) Table 500-1.1.1 (A) -F-4- SPECIAL PROVISIONS All costs involved with lining shall be included in the unit prices bid for the various related items of work and no additional compensation will be made therefore. 500-1.1.4 Cleaning and Preliminary Inspection (Add after the first paragraph). The CONTRACTOR shall assume that the pipes require normal cleaning of two (2), three (3) or more passes of a jet cleaner before CCTV. 500-1.1.5 Television Inspection (Modify by adding to first paragraph in Subsection 500-1.1.5) All original video tapes shall be submitted to and will become the property of the City. Video tapes shall be recorded on a DVD recorder on (SP) standard play speed. (Third paragraph is replaced with the following): Pre -lining CCTV inspection shall be performed utilizing a rotating lens video camera. The pre -lining video inspection and recording performed with this camera shall stop at each lateral and the head rotated to look up the lateral to identify if the lateral is active, plugged or has roots that could interfere with the complete lateral reinstatement. The pre -lining and post -lining video will be performed while the upstream lines are plugged or bypassed. The line shall be dry except for flow from the laterals in the section of line being televised. Post -lining video will be performed only on liner installed sections of the pipes. The contractor's method of by-pass shall be approved by the City Engineer prior to the start of work. The cost for by-passing (if any) live storm drain water shall be included in the various bid items, and no extra compensation will be paid to the Contractor. 500-1.1.7 Miscellaneous (Modify by adding the following): (a) Service Connections (Add the following paragraphs) Protruding Laterals. The CONTRACTOR shall assume that there are no protruding laterals unless it is noted in the special provisions, TV log sheets, or video tapes made available to the CONTRACTOR before the bid opening. Prior to insertion of the liner, the CONTRACTOR shall cut-off interfering identified protruding laterals as close to flush with the pipe interior as practicable. To prevent maintenance problems such as roots, infiltration, ex -filtration, or loss of backfill material into the newly lined pipe all plugged service connections identified in the pre -lining video tape shall not be opened unless specifically directed by the Director of Community Services and Water in the special provisions. (Replace the fourth sentence in the second paragraph with the following). The service opening shall be reinstated from a minimum of 95 percent to a maximum of 105 percent of the original service connection. (Add to the end of the second paragraph). - F-5 - SPECIAL PROVISIONS The lateral opening cuts shall conform to the shape and size of the inside diameter of the existing service connection. All final lateral cuts shall be finished off with a wire brush to remove chips and provide a smooth opening. 500-1.2 Pipeline Point Repair (Add to 500-1.2.4) The new point repair liner shall overlap at least one foot at both ends of cracked VCP pipe joints. 500-1.4 Cured -In -Place Pipe Liner (CIPP) 500-1.4.6 (Modify by adding the paragraph as follows) The curing water used for the CIPP lining.shall not be discharged onto the street surface or concrete gutter or into the storm drain catch basin but into the sewer manhole. 500-1.7.5 Chemical Resistance and Physical Testing. (Modify the last sentence of paragraph as follows): Proof of meeting these requirements shall be submitted with the Contractor's Bid. 500-1.7.6 Installation and Field Inspection (Replace paragraph with the following): �., Before installation, the pipe coils shall be checked by the inspector to verify compliance with the minimum wall thickness. 500-1.7.7 End Seals (Replace the paragraph with the following): After installation, the liner shall be cut off in the manhole. The cut shall be smooth and parallel with the manhole wall. The finished liner shall not protrude into the manhole over one (1) inch. If a manhole has been lined through, the top half of the liner pipe may be cut off even with the top of the shelf leaving the channel lined. Compensation will be made by linear feet of corresponding pipe lining Contract Bid Item unit prices. - F-6 - G . STANDARD .PLANTS r s)a CITY O'F VERNON CONSTRUCTION PROJECT PRQJE'CT NAME 4I-0„ SCHEDULED TO BEGIN s,--o„ DATE A,M. TO P.M. EXPECT .TRAFFIC DELAYS s" 61 NOTES: 1. ALL FRAMING LUMBER TO BE. ,24 x 6" S4S D.F. 2. ENTIRE . SIGN, INCLUDING. FRAING, TO QE PAItM WITH TWO COATS Or EXTERIOR OIL BASE WHCiE PAINT. 3. L.EMRING TO BE DONE -AN BLACK BY QUALIFIED SIGN PAINTEW AND TO THE SATISFACTION OF THE EjJGIN�ER, 4, SIGNS TO BE MAINTAINED IN A CQNDITION SATiS— FaMRY TO THE ENGIN'MR. 5, SIGNS TO BE FURNISHED BY CONTRACTOR AND IN— 'i'AL,LED AND MOVED BY cON OTOR AS , DIRIwOtD BY THIS ENGINEER, NO.00NMU01ION SHALL Com - MENCE ' UNTIL SIGNS ARE IN PLACE. .ST'ANDA.RD, CONSTRUCTION SIGN orry, OF VERN0 �ill!H:.19 STANDARD PLAN M , 1 `' 1 ` 1 --- --- •�.�JI.,IfiliOwt.o.G1.:..yyn,r•... w. / 1 x.far ae. �'TGRf�I DRAIfa P� 1 1 r-fCdr,�W LM Ey.In► a►/ f�..lw+t, \ I M j .IHsl.ua NI INN.afr ,arcs-rha. z. — — -- ns,fs. 1' I 1 1 1 , 1 11 I: jer,7 = !. s1LIAlAI �►p.I>rltY^� 1•. •i. \�� 1 ,TfN1Ys/r�f. • ii'x. �..IY C j BAN 1 p I I. sa 1 p1 1i0 a �� •r'�" . p 1 K1l,P! li; �- -r 8fal,twb•,•rrem. 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Z r67y113 0. 14.1 AMnl.9r'eraCverokiefMMreNW, ft 142 Funds held by ardapaa!(ed v�th rePosnied r mna�ll¢s .............. ....il,I%ZD �(,1GE?�30 266224 7Atl ... , 14,3 C61er Q rsrftgt A CalVabla under reTne(ua lce f7G41fdCi5 iS AmwtdsrQcelvabrb re>AunSllo uryruured plsnx .. ......... ..... . . . ..... • , ... , . . ...Ties jz Ml Current 7edefel bnd ' n In fe " "' .... ' oWr(�t1�Ca1Ytal9eandln4etOgldwJrGi1 16.2 Net ws4Rred i& 84 • .... .�•.. 3Z , , .... , . ... , .... ....... ..:... i8,88 17. 0 rlarartty funds'FUaeiYalde�rm ... .. ............... ik.jlosit 16, Fl�trgricdoh pimmkiyeqtgWotandsofh�re . r,.. "it^a325 1ry{ �� ....{�r+r+�',,•�,4, ( §fig ,10(838,8'f1{,, 19. FIUMAaetltlMfdptnB111klaludTlf�haeNh.r�fa ........ . . da8mryasscts($ �) �!' 6 5 01, r',j6S Q2i1,71i6 AMR20. Naiadjustrn°nllAassetegpol .... 18asdU9tvtoel@newiuul erdl�s 1�,693G66 A.kpG j 21. Reter able9 f f JA p iiClll, 64bs7diadCs Atrd Afti5a# Aeal9tcaa(� • , 173regala+sl8.eAns for othCrtl,aninvaatedaehp .. .. ..• ...... ............. ....• • , 24 Total.�sal5 exduditrgSePrati3AcctnrhU.S¢gTeA /�aoUdtsasd ' zf,187, 6291f8d 1 i8�ta 2,U25 ' Pmtacied CaU Axvunls (Llrre5 74 M 2� Fmrn•Sn1>arSrNaawnts.e8cugatetlluzowrl�mUPh�leGrxlCedounlx ..... . A¢(,?A?16 .. 1?Q24,fi8i lt{?� 5.95¢233,206 2&_7Ual(Unal:7Aanr1z5t' •,.. _. .'•. 0 LIABILITIES, SURPLUS AND UTHERFUNDS -------'------------------- - | -i_---� � | KRIM ` °` � ^^ Aram '�---`'�------.._.---� .----`.-`-. ,xx___~^ '---~^-----^-' ---' ,__..... ....... ��« ' '^---^--~` ''--.L-'-__ -T � -'-'~> 20 CAL CITY OF VERNON COMMUNITY SERVICES & WATER DEPARTMENT CONTRACT CHANGE ORDER NO. 1 SUPPLEMENT NO. SHEET I OF 1 SHEETS PROJECT: Vernon Avenue Storm Drain Trenchless Lining & Point Repair P.O. No. 011.0006642 TO: SAK Construction of CA, LP CONTRACTOR REQUESTED BY: City of Vernon You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not previously included in the plans and specifications of this contract. Except as specifically modified herein, all terms and conditions of the original contract remain in full force and effect, and apply to the additional work as if said work was originally included in the contract After reviewing the videos, deteriorated 2 1 " diameter storm drain pipe along Vernon Avenue and 8" diameter sewer pipe along District Boulevard which are not part of the original bid items are also needed to be realigned. Bid Item No. Descriptio Quantit Unit Cost Total Cost (11) Install 2 1 " new liner between Manhole # 10 to #11 711 LF $ 158.00 $ 112,338.00 (12) Install 18" new liner, sectional lining -point repair 8 LF $ 400.00 $ 3,200.00 (13) Install 8" new liner between Manhole # 7 to #.11 1,231 LF, $ 38.00 $ 46,778.00 (14) Install 8" new liner, sectional lining -point repair 92 LF $ 250,00 $ 23,000.00 Total Amount of this Change Order = $185,316.00 Final Change Order No. 1 cost will be based on the actual amount of work performed in the field. Contract Amount (Base Bid) .......................................... $ 110,290.30 Amount of This Change Order ................................................... $ 185,316.00 Amount of Previous Change Orders ................ I ........................ $ 0.00 Total Change OrdersI ..................................................... $ 185,316.00 Modified Contract Amount ............................................ $ 295,606.30 By reason ofthis change order the time of None completion will be adjusted as follows: Approved: Date: Dor o I ARY Se i ces & Water Attest: Date: WiJrairb Ya a chi, City Clerk onsideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all We, the undersigned Contractor, have given cUd, labor, equipment and materials, including ovexcept as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above. r Aedc te: �/ �� Contractor: C cm— 2 �� d,Azrille: 1 J Ldv_�f c. riujcUrrlit;/k ivau01/1'urc1145� Rev.06/09 STAFF REPORT COMMUNITY SERVICES & WATER DEPAR The City has awarded Contract No. CS-0015 to SAK Construction of CA, LP (SAK) for the lining of certain sections of the Vernon Avenue storm drain. As part of their initial work SAK was required to clean and videotape the storm drain line. The Closed -Circuit Television (CCTV) video recorded and submitted by SAK for the Vernon Avenue storm drain from Soto Street to Alcoa Avenue has showed additional large cracks in a 21 diameter storm drain pipe section. When the pipe was videotaped in March 2005 (over .6 years ago) this .deteriorated pipe was not identified. In order to . reduce the potential for vehicle (heavy truck) wheel load related damage or failures, it is recommended that this section of pipe also be lined. One section of the pipe next to Farmer John's driveway collapsed (crushed) in April 2005 and was replaced with a new pipe by the City crews. In addition to the aforementioned. repair, a section of the District Boulevard 8" sewer pipe between Heliotrope Avenue and Slauson Avenue (about 1,231 linear feet) is. in very poor shape and also in. need of pipe Lining and point repairs.: While this was not included in the original scope of work, SAK is offering a very reasonable lining price of $38.00 per linear foot including cleaning and CCTV.. Staff is recommending that this deteriorated section of District Boulevard's 8" sewer pipe repair be added into this Contract. Currently, the cost estimate for the removal and replacement of a 21" diameter storm drain pipe at about 6 to.10 feet deep in the ground will be about $300.00 per linear foot. SAK's proposed price for trenchless lining of the 21" storm drain pipe is $158.00 per linear. foot. Similarly, the cost to replace an 8" sewer line 6 to .10 feet in the ground is approximately $150.00 per linear foot. SAK is proposing to line the pipe for $38.00 a linear foot. The cost differential for the Change Order No.1 will be $185,316.00 for trenchless lining vs. $414,150.00 for removal and replacement of the pipe which means a savings of $228,834.00 (or) 55:25%. Given the extremely poor condition of the pipe segments and cost savings, I recommend that Change Order No. 1 be approved and issued to SAK Construction LLC, and that funds from Account No. 0,11.100.150 be utilized to construct :this :improvement. during this financially challenging time. This fund has approximately $2.5 million that can only be utilized for street improvement purposes. RECEIVED MAY 12 5 2011 CITY CLERK'S OFFICE 4 CF vER S�VEL1' IN�V� COMMUNITY SERVICES & WATER DEPARTMENT OFFICE MEMORANDUM TO: Mark Whitworth, City Administrator FROM: Samuel Kevin Wilson, Director of Community Services &Water DATE: May 25, 2011 SUBJECT: Contract No. CS-0015: Vernon .Avenue Storm Drain Trenchless Manhole -To - Manhole Pipe Lining & Sectional Linings (Point Repairs) -` Change ,Order No. 1 The City has awarded Contract No. CS-0015 to SAK Construction of CA, LP (SAK) for the lining of certain sections of the Vernon Avenue storm drain. As part of their initial work SAK was required to clean and videotape the storm drain line. The Closed -Circuit Television (CCTV) video recorded and submitted by SAK for the Vernon Avenue storm drain from Soto Street to Alcoa Avenue has showed additional large cracks in a 2 1 " diameter storm drain pipe section. When the pipe was videotaped in March 2005 (over 6 years ago) this deteriorated pipe was not identified. In order to reduce the potential for vehicle (heavy truck) wheel load related damage or failures, it is recommended that this section of pipe also be lined. One section of the pipe next to Farmer John's driveway collapsed (crushed) in April 2005 and was replaced with a new pipe by the City crews. In addition to the aforementioned repair, a section of the District Boulevard 8" sewer pipe between Heliotrope Avenue and Slauson Avenue (about 1,231 linear feet) is in very poor shape and also in need of pipe lining and point repairs. While this was not included in the original scope of work, SAK is offering a very reasonable lining price of $38.00 per linear foot including cleaning and CCTV. Staff is recommending that this deteriorated section of District Boulevard's 8" sewer pipe repair be added into this Contract. Currently, the cost estimate for the removal and replacement of a 2 1 " diameter storm drain pipe at about 6 to-10 feet deep in the ground will be about $300.00 per linear foot. SAK's proposed price for trenchless lining of the 21" storm drain pipe is $158.00 per linear foot. Similarly, the cost to replace an 8" sewer line 6 to 10 feet in the ground is approximately $150.00 per linear foot. SAK is proposing to line the pipe for $38.00 `a linear foot. The cost differential for the Change Order No.l will be $185,316.00 for trenebless lining vs. $414,150.00 for removal and replacement of the pipe which means a savings of $228,834.00 (or) 55.25%. Given the extremely poor condition of the pipe segments and cost savings, I recommend that Change Order No. 1 be approved and issued to SAK Construction LLC, and that funds from Account No. 011.100150 be utilized to construct this improvement during this financially challenging time. This fund has approximately $2.5 million that can only be utilized for street improvement purposes. SKW/pc Enclosures CITY OF VERNON COMMUNITY SERVICES & WATER DEPARTMENT CONTRACT CHANGE ORDER NO. 1 SUPPLEMENT NO. SHEET 1 OF 1 SHEETS PROJECT: Vernon Avenue Storm Drain.Trenchless Lining & Point Repair P.O. No. 011.0006642 TO: SAK Construction of CA, LP CONTRACTOR REQUESTED BY: City of Vernon You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not previously included in the plans and specifications of this contract. Except as specifically modified herein, all terms and conditions of the original contract remain in full force and effect, and apply to the additional workas if said work was originally included in he contract. After reviewing the videos, deteriorated 21" diameter storm drainpipe along Vernon Avenue and 8" diameter sewer pipe along District Boulevard which are not part of the original bid items are also needed to be realigned. Bid Item No. Descriptio Quantit Unit Cost Total Cost (11) Install 21" new liner between Manhole # 10 to #11 711 LF $ 158.00 $ 112,338.00 (12) Install 18" new liner, sectional lining --point repair 8 LF $ 400.00 $ 3200.00 (13) Install 8" new liner between Manhole # 7 to #11 1,231 LF $ 38.00 $ 46,778.00 (14) Install 8" new liner, sectional lining -point repair 92 LF $ 250.00 $ 23,000.00 Total Amount of this Change Order = $185,316.00 Final Change Order No. 1 cost will be based on the actual amount of work performed in the field. Contract Amount (Base Bid) ... ..... ......... ...... $ 110,290.30 Amount of This Change Order .. .... ...... .. .. $ 185,316.00 Amount of Previous Change Orders ...................................... $ 0.00 Total Change Orders ...... . ......... ...... ...... $ 185,316.00 Modified Contract Amount ..... ... . $ 295,606.30 By reason of this change order the time of None completion will be adjusted as follows: Approved: Date: Director of Community Services & Water Attest: Date: Willard Yamaguchi, City Clerk We, the undersigned Contractor, have given careful consideration to The change proposed and hereby agree; if this proposal is approved, that we will provide all labor, equipment and materials, including overhead, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above: Accepted Date: Contractor: By: Title: c: Project rile/Contractor/Purchasing Rev. 06/08 Observation Report with Still Images Main Assen 17° - ProjmtIVryPTe; latsp�ctionDat#: Weather: apecotor, District Blvd. mH 8 To. c l of Vernon Y 1 � 28.2008 1 1' I)m Ayfeswerlf� District i vd Mii 7 2:29:53 PM - up u"111}t Node= vawastream mode;. Mani U%ijlti; District Blvd, MH 7 i iWicq Blvd MH 8 305Q t:6riin}exits: Pipe Size: 8 x 8 Pipe Type; VCR Direction U - Upstream Observations r Reversed u, - 0.0 ... «� START US Yes n_ - - - - - 1-5 1,0 PFBSV pip0- Yes4 4 f=.6 Fa I l acre -Broken Soil £iar }ML Visible lam+ gyrax' Fa�a karts., c iv T�c` -_ - Observations with Still Images Thursday, December 04, 2008 k35 PM Page 4 rf 1�4 � -- - ddfd`§:y:%\ : Distance i ength i 123 4 Crack Crack Y f CITY OF VERNON COMMUNITY SERVICES & WATER DEPARTMENT `6 J e':P-a6i,S- CONTRACT CHANGE ORDER NO. 2 SUPPLEMENT NO. SHEET 1 OF I SHEETS PROJECT: Vernon Avenue Storm Drain Trenchless Lining & Point Repair P.O. No. 011.0006642 TO: SAK Construction of CA, LP CONTRACTOR REQUESTED BY: City of Vernon You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not previously included in the plans and specifications of this contract. Except as specifically modified herein, all terms and conditions of the original contract remain in full force and effect, and apply to the additional work as if said work was originally inchulerl in the cnntrnct_ The old and deteriorated 5' long 12" diameter concrete sewer pipe along Everett Court which is not part of the original bid item is now also needed to be removed and replaced. Bid Item No. Descriptio Quantily Unit Cost Total Cost (1) Remove and dispose debris 8" & 12" pipe on Everett Ct 330 LF $ 2.70 $ 891.00 (20) Excavate 8' deep 5' long & point repair 12" on Everett Ct 1 LS $ 4,579.30 $ 4,579.30 Total Amount of this Change Order = $ 5,470.30 Final Change Order No. 2 cost will be based on the actual amount of work performed in the field. Contract Amount (Base Bid) .... ..... .... ......... ...... ......... ......... $ 110,290.30 Amount of This Change Order ...... .. ....... ...... ........ ............ .... $ 5,470.30 Amount of Previous Change Orders ..... .... ...... ...... ........ ............ $ 185,316.00 Total Change Orders ....... ....... ....... . ......... ....... ...... .......... $ 190,786.30 Modified Contract Amount ...... ....... ....... ...... ...... .......... ... $ 301,076.60 By reason of this change order the time of 120 working days completion will be adjusted as follows: ` Approved: Date: ee unity Servi s & Water Date: Attest: f ar Yama c i, City Clerk We, the undersigned Contractor, have givesideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all n c 1 con labor, equipment and materials, including overhead, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above. Accepted Date: a ,- � a011 Contractor: 5�,� �IJY/�� .p �j�yl c� C19 LP 94e�ei�- By: Title: c: YrojecXYrle/U6fitractor/Purchasing xev. voiva Z�1/-off RECEIVED RECEIVED SEP 13 2011 SEP 14 2011 9 CITY ADMINISTRATION CITY CLERK'S OFFICE STAFF REPORT .. ............... .. COMMUNITY SERVICES & WATER DEPARTM 6 DATE: September 13,2011 TO: Honorable Mayor and City Council FROM: Samuel Kevin Wilson-; Director of Community Services & Water RE: Contract No. CS-0015: Vernon Avenue Storm Drain Trenchless Manhole -To - Manhole Pipe Lining & Sectional Linings (Point Repairs) — Change Order No. 3 The City has awarded Contract No. CS-0015 to SAK Construction of CA, LP (SAK) for the lining and point repair of certain sections of the Vernon Avenue storm drain. The bid was far below the Engineer's estimate. Because of the low cost the City approved a change order to repair the District Boulevard sewer east of Heliotrope Avenue. City staff is now recommending that additional work be performed to complete the repairs to the City sewer system Citywide. When the City's sewer system was videotaped for inspection and evaluation in March 2005 (over 6 years ago), City staff identified various deteriorated sections of pipe within the City's street system. Staff is recommending all deteriorated sections of the sewer system with the exception of a section of sewer on Everett Court be repaired as part of Contract CS-0015. SAK was requested to provide the City with unit prices to line or repair the remaining deteriorated sections of sewer system. SAK responded with a total cost of $50,973.37 which will include the removal and replacement of a broken and beyond repair 5' long section of 8" sewer pipe located at 25s' Street west of Santa Fe Avenue, 27 spot repairs and the lining of approximately 140 feet of 8" sewer pipe. The City recently had SAK Construction expose the 12" sewer line on Everett Court to determine if the sewer could be lined. It was determined that the concrete sewer pipe was in such poor condition that it could not be repaired. The City has requested SAK to provide a cost proposal to replace 190' of the sewer pipe on Everett Court. Staff will evaluate the proposal once it's received to. determine if SAK should be awarded this work through an additional change order. Given the extremely poor condition of the pipe segments and cost savings, I recommend that Change Order No. 3 be approved and authorize SAK to perform all repairs to the sewer system with the exception of Everett Court and that funds from Account No. 011.100150 be utilized to construct this improvement during this financially challenging time. This fund has approximately $2.5 million that can only be utilized for street improvement purposes. RECEIVED SEP 1 4 2011 CITY CLERT8 UNITY SERVICES & WATER DEPARTMENT OFFICE MEMORANDUM TO: Mark Whitworth, City Administrator FROM: Samuel Kevin Wilson Director of Community Services & Water DATE: September 13, 2011 SUBJECT: Contract No. CS-0015: Vernon Avenue Storm Drain Trenchless Manhole -To - Manhole Pipe Lining & Sectional Linings (Point Repairs) — Change Order No. 3 The City has awarded Contract No. CS-0015 to SAK Construction of CA, LP (SAK) for the lining and point repair of certain sections of the Vernon Avenue storm drain. The bid was far below the Engineer's estimate. Because of the low cost the City approved a change order to repair the District Boulevard sewer east of Heliotrope Avenue. City staff is now recommending that additional work be performed to complete the repairs to the City sewer system Citywide. When the City's sewer system was videotaped for inspection and evaluation in March 2005 (over 6 years ago), City staff identified various deteriorated sections of pipe within the City's street system. Staff is recommending all deteriorated sections of the sewer system with the exception of a section of sewer on Everett Court be repaired as part of Contract CS-0015. SAK was requested to provide the City with unit prices to line or repair the remaining deteriorated sections of sewer system: SAK responded with a total cost of $50,973.37 which will include the removal and replacement of a broken and beyond repair 5' long section of 8" sewer pipe located at 25`h Street west of Santa Fe Avenue, 27 spot repairs and the lining of approximately 140 feet of 8" sewer pipe. The City recently had SAK Construction expose the 12" sewer line on Everett Court to determine if the sewer could be lined. It was determined that the concrete sewer pipe was in such poor condition that it could not be repaired. The City has requested SAK to provide a cost proposal to replace 190' of the sewer pipe on Everett Court. Staff will evaluate the proposal once it's received to determine if SAK should be awarded this work through an additional change order. Given the extremely poor condition of the pipe segments and cost savings, I recommend that Change Order No. 3 be approved and authorize SAK to perform all repairs to the sewer system with the exception of Everett Court and that funds from Account No. 0 11. 100 150 be utilized to construct this improvement during this financially challenging time. This fund has approximately $2.5 million that can only be utilized for street improvement purposes. SKW/pc Enclosures CITY OF VERNON COMMUNITY SERVICES & WATER DEPARTMENT CONTRACT CHANGE ORDER NO. 3 SUPPLEMENT NO. SHEET 1 OF 1 SHEETS PROJECT: Vernon Avenue Storm Drain Trenchless Lining & Point Repair P.O. No. 011.0006642 TO: SAK Construction of CA, LP CONTRACTOR REQUESTED BY: City of Vernon You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not previously included in the plans and specifications of this contract. Except as specifically modified herein, all terms and conditions of the original contract remain in full force and effect, and apply to the additional work as if said work was originally included in the contract. The old and deteriorated 8" diameter sewer pipe along Everett Court which is not part of the original bid item is now also needed to be realigned. Bid Item No. Descriptio Quantit Unit Cost Total Cost (16) Install 8" liner at Everett Ct-Manhole #6413 to #64C 140 LF $ 38.00 $ 5,320.00 (17) Cut off protruding (break in) lateral pipe 6 LF $ 500.00 $ 3,000.00 (18) Cut open and reconnect lateral entrances 27 EA $ 250.00 $ 6,750.00 (19) Install point repair 8" at various streets 108 LF $ 250.00 $ 27,000.00 (21) Excavate 13' deep 5' long & point repair on 25th St 1 LS $ 5,996.37 $ 5,996.37 (22) CCTV Video on newly installed liners 1,938 LF $ 1.50 $ 2,907.00 Total Amount of this Change Order = $ 50,973.37 Final Change Order No. 3 cost will be based on the actual amount of work performed in the field. Contract Amount (Base Bid) I ............................................... $ 110,290.30 Amount of This Change Order I ............................................. $ 50,973.37 Amount of Previous Change Orders I ......................................... $ 190,786.30 Total Change Orders I ..................................................... $ 241,759.67 Modified Contract Amount ............................................. $ 352,049.97 By reason of this change order the time of 30 working days completion will be adjusted as follows: g Approved: Date: Director of Community Services & Water Attest: Date: Willard Yamaguchi, City Clerk We, the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all labor, equipment and materials, including overhead, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above. Accepted Date: Contractor: By: Title: c: rrolect ruereontractovrumnasing Rev. 06/08 lee'�l ';7 O S CITY OF VERNON COMMUNITY SERVICES & WATER DEPARTMENT CONTRACT CHANGE ORDER NO. 4 SUPPLEMENT NO. SHEET 1 OF 1 SHEETS PROJECT: Vernon Avenue Storm Drain Trenchless Lining & Point Repair P.O. No. 011.0006642 TO: SAK Construction of CA, LP CONTRACTOR REQUESTED BY: City of Vernon You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not previously included in the plans and specifications of this contract. Except as specifically modified herein, all terms and conditions of the original contract remain in full force and effect, and apply to the additional work as if said work was originally included in the cnntmet Replace 183 linear feet of deteriorated, broken and beyond repair existing 12" diameter concrete sewer pipe, on Everett Court in Central Manufacturing District (CMD) with a new 8" diameter vitrified clay pipe (VCP). The construction shall also include the replacement of an existing manhole with a new deeper drop sewer manhole with T-Lock inside liner. In addition at street station 21+50 on 25th Street, a new terminal sewer manhole shall be constructed to serve as an upper most point of the sewer line. Total Amount of Change Order No. 4 = S 60,656.20 (see detailed costs on attached sheet) Final Change Order No. 4 cost will be based on the actual amount of work performed in the field.. Contract Amount Base Bid .... $ 110,290.30 Amount of This Change Order I ............................................. $ 60,656.20 Amount of Previous Change OrdersI ......................................... $ 241,759.67 Total Change Orders I ..................................................... $ ' 302,415.87 Modified Contract Amount ............................................. $ 412,706.17 By reason of this change order the time of 3 0 working days completion will be ad 'usted as Follows; - / c Approved: t Date: a ran unity Services & Water /Dire // p Attest: Date: it rd Y aguchi, City Clerk We, the undersigned Contractor, have giv eful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all labor, equipment and materials, including overhead, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above. I Accepted Date: / - % Contractor: r,4k &c IC7 ✓6y tidy; � Title: By: 411- c: rroteor- munnmecmvrurcnasmg Rev. 06/08 10/192011 SAK Construction CA LP - Proposed Change Order No. 4 Contract No. CS-0015 Vernon Avenue Strom Drain Trenchless Linings Everett Court from 49th Street toward North direction 8" Sewer Line Replacement (183 linear feet) from new Drop MH to existing 49th Street MH NO s r DESCRIPTIONi y UNIT QUANTITY- UNIT PRICE COST '' 1 Remove 48"dia. existing sewer manhole(5 feet deep) EA 1 $ 1,148.00 $ 1,148.00 2 Construct new drop sewer MH per APWA Std. 202-2 with T-Lock inside liner EA 1 $ 7,968.00 $ 7.968.00 3 Construct trench shoring LS 1 $ 1,210.00 $ 1,210.00 4 Sawcut & construct 8" VCP sewer with 12 sack slurry trench backfill LF 183 $ 147.00 $ 26,901.00 5 Install 6" Full Body Wye with 4 feet lateral to reconnect existing lateral LS 1 $ 550.00 $ 550.00 6 Fill the abandoned 12" the. sewer with 1/2 sack of sand slurry If 183 $ 20.00 $ 3,660.00 7 Break into existing manhole & connect new 8" VCP pipe LS 1 $ 1,540.00 $ 1,540.00 8 Bulk cap 12" dia. hole with brick & mortar in existing manhole _ LS 1 $ 550.00 $ 550.00 9 Reconnect 8" VCP sewer with new sewer drop manhole LS I $ 1,210.00 $ 1,210.00 10 Construct 8" thick asphalt concrete (trench) on 49th Street (C2 PG-70-10) SF 63 $ 41.20 $ 2,595.60 11 Construct 8" thick concrete slab/drive approach (trench) on Everett Court SF 486 $ 12.60 $ 6,123.60 SUB -TOTAL = $53,456.20 Added proposal for a new terminal sewer manhole on 251h Street 12 Construct new sewer MH per APWA Std. 200-3 with T-Lock inside liner EA 1 - $ 7,200.00 $ 7,200.00 TOTAL = $60,656.20 a i�G� 070%/-Gj GL ////�// DECEIVED OCT 2 5 2011 RECEIVE® CITY ADMINISTRATION OCT 2 5 2011 CITY CLERK'S OFFICE STAFF REPORT COMMUNITY SERVICES & WATER DEPART T DATE: October 24, 2011 TO: Honorable Mayor and City Council FROM: Samuel Kevin Wilson, Director of Community Services & Water RE: Contract No. CS-0015: Vernon Avenue Storm Drain Trenchless Manhole -To - Manhole Pipe Lining & Sectional Linings (Point Repairs) - Change Order No. 4 The City has awarded Contract No. CS-0015 to SAK Construction of CA, LP (SAK) for the lining and point repair of certain sections of the Vernon Avenue storm drain. The City recently had SAK expose the 12" sewer line on Everett Court to determine if the sewer could be lined. It was determined that the concrete sewer pipe was in such poor condition that it could not be repaired. The City has requested SAK and other sewer contractors to provide a cost proposal to replace 183 linear feet of the existing sewer pipe and a drop manhole on Everett Court. Staff has received the following proposals and SAK is the lowest responsible bidder. (1) SAK Construction of CA LP $ 53,456.20 (2) Valverde Construction, Inc. $ 72,280.00 (3) Miramontes Construction, Inc. $ 73,815.00 (4) Vasilj Inc. $ 76,715.00 After excavation for the deteriorated and broken 8" sewer pipe repair on 25s' Street per Change Order No. 3, SAK discovered that the sewer pipe was encased by concrete and could not be reached for repair and suggested to construct a new terminal sewer manhole to serve as an upper most point of the sewer line. SAK was requested to provide the City with a unit price of new sewer manhole and SAK responded with a cost of $7,200.00 which is a reasonable cost for that depth and location. Therefore staff is recommending the proposed Change Order No.4 be issued for total of $60,656.20 to include the new sewer manhole. Given the extremely poor condition of the pipe segments, I recommend that Change Order No. 4 be approved and authorize SAK to perform replacement of the deteriorated, broken and beyond repair sewer system on Everett Court north of 49°i Street and construct a new terminal sewer manhole on 25s' Street. It is further recommended that funds from Account No. 011. 100 150 be utilized to construct these improvements. This fund has approximately $2.5 million that can only be utilized for street improvement purposes. COMMUNITY SERVICES & WATER DEPARTMENT OFFICE MEMORANDUM TO: Mark Whitworth, City Administrator FROM: Samuel Kevin Wilson, of Community Services & Water DATE: October 24, 2011 SUBJECT: Contract No. CS-0015: Vernon Avenue Storm Drain Trenchless Manhole -To - Manhole Pipe Lining & Sectional Linings (Point Repairs) — Change Order No. 4 The City has awarded Contract No. CS-0015 to SAK Construction of CA, LP (SAK) for the lining and point repair of certain sections of the Vernon Avenue storm drain. The City recently had SAK expose the 12 sewer line on Everett Court to determine if the sewer could be lined. It was determined that the concrete sewer pipe was in such poor condition that it could not be repaired. The City has requested SAK and other sewer contractors to provide a cost proposal to replace 183 linear feet of the existing sewer pipe and a drop manhole on Everett Court. Staff has received the following proposals and SAK is the lowest responsible bidder. (1) SAK Construction of CA LP $ 53,456.20 (2) Valverde Construction, Inc. $ 72,280.00 (3) Miramontes Construction, Inc. $ 73,815.00 (4) Vasilj Inc. $ 76,715.00 After excavation for the deteriorated and broken 8" sewer pipe repair on 25`h Street per Change Order No. 3, SAK discovered that the sewer pipe was encased by concrete and could not be reached for repair and suggested to construct a new terminal sewer manhole to serve as an upper most point of the sewer line. SAK was requested to provide the City with a unit price of new sewer manhole and SAK responded with a cost of $7,200.00 which is a reasonable cost for that depth and location. Therefore staff is recommending the proposed Change Order No.4 be issued for total of $60,656.20 to include the new sewer manhole. Given the extremely poor condition of the pipe segments, I recommend that Change Order No. 4 be approved and authorize SAK to perform replacement of the deteriorated, broken and beyond repair sewer system on Everett Court north of 49`h Street and construct a new terminal sewer manhole on 25`h Street. It is further recommended that funds from Account No. 011.100150 be utilized to construct these improvements. This fund has approximately $2.5 million that can only be utilized for street improvement purposes. SKW/pc Enclosures CITY OF VERNON COMMUNITY SERVICES & WATER DEPARTMENT CONTRACT CHANGE ORDER NO. 4 SUPPLEMENT NO. _ SHEET 1 OF 1 SHEETS PROJECT: Vernon Avenue Storm Drain Trenchless Lining & Point Repair P.O. No. 011.0006642 TO: SAK Construction of CA, LP CONTRACTOR REQUESTED BY: of Vernon You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not previously included in the plans and specifications of this contract. Except as specifically modified herein, all terms and conditions of the original contract remain in full force and effect, and apply to the additional work as if said work was originally included in the contract. Replace 183 linear feet of deteriorated, broken and beyond repair existing 12" diameter concrete sewer pipe, on Everett Court in Central Manufacturing District (CMD) with a new 8" diameter vitrified clay pipe (VCP). The construction shall also include the replacement of an existing manhole with a new deeper drop sewer manhole with T-Lock inside liner. In addition at street station 21+50 on 25th Street, a new terminal sewer manhole shall be constructed to serve as an upper most point of the sewer line. Total Amount of Change Order No. 4 = $ 60,656.20 (see detailed costs on attached sheet) Final Change Order No. 4 cost will be based on the actual amount of work performed in the field. Contract Amount Base Bid ............................................... $ 110,290.30 Amount of This Change Order I ............................................. $ 60,656.20 Amount of Previous Change Orders I ......................................... $ 241,759.67 Total Change Orders I ..................................................... $ 302,415.87 Modified Contract Amount ............................................. $ 412,706.17 By reason of this change order the time of 30 working days g completion will be adjusted as follows: Approved: Date: Director of Community Services & Water Attest: Date: Willard Yamaguchi, City Clerk We, the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all labor, equipment and materials, including overhead, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above. Accepted Date: Contractor: By: Title: c: Project File/Contractor/Purchasing Rev. 06/08 10/19/2011 SAK Construction CA LP - Proposed Change Order No. 4 Contract No. CS-0015 Vernon Avenue Strom Drain Trenchless Linings Everett Court from 49th Street toward North direction 8" Sewer Line Replacement (183 linear feet) from new Drop MR to existing 49th Street MH 1 Remove 48" dia. existing sewer manhole (5 feel deep) EA I $ 1,148.00 $ 1,148.00 2 Construct new drop sewer MH per APWA Std. 202-2 with T-Lock inside liner EA 1 $ 7,968.00 $ 7,968.00 3 Construct trench shoring LS 1 $ 1,210.00 $ 1,210.00 4 Sawcut & construct 8" VCP sewer with 1/2 sack slurry trench backIIll LF 183 $ 147.00 $ 26,901.00 5 Install 6" Full Body Wye with 4 feet lateral to reconnect existing lateral LS I $ 550.00 $ 550.00 6 Fill the abandoned 12" dia. sewer with 1/2 sack of sand sluny If 183 $ 20.00 $ 3,660.00 7 Break into existing manhole & connect new 8" VCP pipe LS I $ 1,540.00 $ 1,540.00 8 Bulk cap 12" dia. hole with brick & mortar in existing manhole LS I $ 550.00 $ 550.00 9 Reconnect 8" VCP sewer with new sewer drop manhole LS 1 $ 1,210.00 $ 1,210.00 10 Construct 8" thick asphalt concrete (trench) on 49th S[rect (C2 PG-70-10) SF 63 $ 41.20 $ 2,595.60 11 Construct 8" thick concrete slab/drive approach (trench) on Everett Court SF 486 $ 12.60 $ 6,123.60 SUB -TOTAL = $53,456.20 Added proposal for a new terminal sewer manhole on 25th Street 12 Construct new sewer MH per APWA Sod. 200-3 with T-Lock inside liner EA 1 $ 7,200.00 $ 7,200.00 TOTAL = $60,656.20 RESOLUTION NO. 2012-102 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF VERNON ACCEPTING THE WORK OF SAK CONSTRUCTION, LLC IN ACCORDANCE WITH CONTRACT NO. CS-0015 OF THE CITY OF VERNON WHEREAS, SAK Construction, LLC was awarded Contract No. CS-0015 for the construction of the Vernon Avenue storm drain trenchless manhole -to -manhole pipe linings and sectional linings project pursuant to Resolution No. 2011-05 of the City of Vernon; and WHEREAS, the Director of Community Services and Water has reported to the City Council of the City of Vernon that said work has been completed and recommends that the work be accepted and payment be made to the Contractor in accordance with the agreement. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF VERNON AS FOLLOWS: SECTION 1: The City Council of the City of Vernon hereby finds and determines that the recitals contained hereinabove are true and correct. SECTION 2: The work of SAK Construction, LLC pursuant to Contract No. CS-0015 is hereby approved and accepted.by the City Council of the City of Vernon. SECTION 3: The original contract amount was One Hundred Ten Thousand Two Hundred Ninety Dollars and Thirty Cents ($110,290.30). Four change orders were issued for a total final contract amount of Three Hundred Ninety -Six Thousand One Hundred Twenty Dollars and Forty -One Cents ($396,120.41). The ten percent retention (10%) or the sum of Thirty -Nine Thousand Six Hundred Twelve Dollars and Four Cents ($39,612.04) is payable thirty-five (35) days after the recordation of the Notice of Completion, except such amounts as are required by law to be withheld by properly executed and filed notices to stop payment, or as may authorized by the contract to be further retained. SECTION 4: The City Council of the City of Vernon hereby directs payment of said sums as set forth to SAK Construction, LLC and instructs the City Clerk to file a Notice of Completion with the County Recorder. SECTION 5: The City Clerk of the City of Vernon shall certify to the passage, approval and adoption of this resolution, and the City Clerk of the City of Vernon shall cause this resolution and the City Clerk's certification to be entered in the File of Resolutions of the Council of this City. APPROVED AND ADOPTED this 19th day of June, 2012. Name: William J. Davis Title: H , J/ Mayor Pro-Tem 2 STATE OF CALIFORNIA ) ) ss COUNTY OF LOS ANGELES ) I, Willard G. Yamaguchi, City Clerk of the City of Vernon, do hereby certify that the foregoing Resolution, being Resolution No. 2012-102, was.duly passed, approved and adopted by the City Council of the City of Vernon at a regular meeting of the City Council duly held on Tuesday, June 19, 2012, and thereafter was duly signed by the Mayor or Mayor Pro-Tem of the City of Vernon. Executed this )-� day of June, 2012, at Vernon, California. (SEAL) 3 4305 Santa Fe Avenue, Vernon, California 90058 Telephone (323) 583-8811 June 21, 2012 County of Los Angeles Registrar -Recorder Document Analysis and Recording P.O. Box 53115 Los Angeles, CA 90053-0115 Re: Completion of Contract No. CS-0015 Dear Sir of Madam: Transmitted herewith is a Notice of Completion to be recorded by your office. Please return the Recorded Notice to the attention of the undersigned. Very tr& yours, / � A LLIKRD G. Y. City Clerk WGY:dj Enclosure c: Pin Chan S. Kevin Wilson Contract No. CS-0015 Resolution No. 2011-05, 2012-102 E,-�cfusi=5 Industrial By: WHEN RECORDED MAIL TO r T Name WILLARD YAMAGUCHI Street 4305 SANTA FE AVENUE Address City VERNON State CA Zip 90058 L J Space above this line for recorders use NOTICE OF COMPLETION Notice pursuant to Civil Code Section 3093, must be filed within 10 days after completion. (See reverse side for complete requirements.) - Notice is hereby given that: 1. The undersigned is owner or corporate officer of the owner of the interest or estate stated below in the property hereinafter described. 2. The full name of the owner is CITY OF VERNON 3. The fug address of the owner is 4305 SANTA FE AVENUE, VERNON, CA 90058 4. The nature of the interest or estate of the owner is: In fee. A MUNICIPAL CORPORATION (If other than Fee. stdke'In fee' and insert, for ammple.'purchaser under contract of Purchase; or'Lessee) S. The full names and full addresses of all persons, if any, who hold title with the undersigned as joint tenants or as tenants in common are: NAMES ADDRESSES 6. The full names and full addresses of the predecessors in interest of the undersigned, if the property was transferred subsequent to the commencement of the work or improvements herein referred to: NAMES ADDRESSES 7. A work of improvement on the property hereinafter described was completed on 06/ 19/ 2012 -. The work done was: 6. The names of the contractor, if any, for such work of improvement was SAK CONSTRUCTION OF CA, LP 103 N. COOL SPRINGS RD., O'FALLON, MO 63366 (It no contractor for work of inwro mir ant as a whole, Insert 'None) (Date of Contract) 9. The property on which said work of improvement was completed is in the City of VERNON County of LOS ANGELES ,Stateof CA and is described as follows: CONTRACT NO. CS-0015 VERNON AVENUE STORM DRAIN TRENCHLESS MANHOLE -TO -MANHOLE PIPE LININGS & SECTIONAL LININGS POINT RE 10. The st/rg/Q� add/ra ss said property is NUINt / (If no street address has been officially assigned, insen'rans'.) L^I (Signature of Owner or corporate officer of Owner named in paragraph 2. or his agent) VERIFICATION I, the undersigned, say: I am the CITY CLERK , the Declarant of the foregoing Notice of Completion; (President of, Manager at, Partner of, Owner of, etc.) - I have read said Notice of Completion and know the contents thereof; the same is true to my own knowledge. I declare under penalty of perjury that the foregoing is true and correct. - Executedon JUNE ,iZ-� ,2o� VERNX /% eo� CA aINltanta of the Notice of Completion are true) I R! Before you use this forth fill in all blanks, and make whatever changes are appropriate and necessary IIIIIIIIIII �IIIIIIIIIIIII to your particular transaction. Consult a lawyer if you doubt the forth s fitness or your purpose and use. N Wolcotts makes no representation or warranty, express or implied, with respect to the merchantability T 67775 01114 2 or fitness of this form for an intended use or purpose. 02005 WOLCOTTS FORMS, INC. FORM 1114 Rev. 10-05 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California / 1 County of L On "� �� before me,. f7/�CL A-111174 A1111414i Ndl7� y PIA110 Date /Here Insert Name and Title of the Officer personally appeared y/I/�C�� C-7 &IM1 11el2/ ANA KARINA RUEDA Commission ♦ 1900284 Notary Public • California_ Los Angeles County My .Comm. Expires Aug19, 2014+ who proved to me on the basis of satisfactory evidence to be the person) whose nameA is/0 subscribed to the within instrument and acknowledged to me that he/s,A/toy executed the same in his/h¢f/tf l§ir authorized capacityp4s), and that by his4r/t Ar signature) on the instrument the person,€), or the entity upon behalf of which the person(' acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Y Place Notary Seal Above Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: N//��l// [ 1 ��1//7iG/GLl ❑ Corporate Officer — Title(s)! i Number of Pages: Signer's Name: ❑ Corporate Officer — ❑ Individual ❑ Individual ❑ Partner — ❑ Limited ❑ General Top of thumb here ❑ Partner — ❑ Limited ❑ General Top of thumb here ❑ Attorney in Fact ❑ Attorney in Fact ❑ Trustee ❑ Trustee ❑ Guardian or Conservator ❑ Guardian or Conservator V Other: ❑ Other: Signer IIssJR resenting: Signer Is Representing: 0 2009 National Notary Association • NationalNotary.org • 1.800-US NOTARY (1-800-876-6827) Item #5907 RECEIVED JUN 1-2 2012 CITY CLMK'S OFFICE STAFF REPORT RECEIVED JUN 11 2012 CITY ADMINISTRATION COMMUNITY SERVICES & WATER DEPARTMENT DATE: June 11, 2012 TO: Honorable Mayor and.City Council FROM: Samuel Kevin Wilson, Director of Community Services & Water RE: CONTRACT No. CS-0015 — VERNON AVENUE STORM DRAIN TRENCHLESS MANHOLE -TO -MANHOLE PIPE LININGS & SECTIONAL LININGS (POINT REPAIRS) The City of Vernon's contractor SAK Construction, LLC has completed construction of the Vernon Avenue Storm Drain Trenchless Manhole -To- Manhole Pipe Linings & Sectional Linings (Point Repairs) Project, City Contract No. CS-0015 and all work has been found to be acceptable. Funds for the project has come from "EWB Street Improvements" Account No. 011.100150. The SAK Construction, LLC's final total contract amount including Change Orders No. 1,2, 3 and 4 is $396,120.41 (Three Hundred Ninety Six Thousand One Hundred Twenty Dollars and forty one cents). It is recommended that the ten percent (10%) retention of $39,612.04 (Thirty Nine Thousand Six Hundred Twelve Dollars and four cents) be paid thirty-five (35) days after the recordation of the Notice of Completion, except such amounts as are required by law to be withheld by properly executed and filed notices to stop payment, or as may be authorized by the contract to be further retained. RECEIVEpF �fq JUN 12 2012 COMMUNITY SERVICES & WATER DEPARTMENT OFFICE MEMORANDUM TO: Mark Whitworth, City Administrator 41J FROM: Samuel Kevin Wilson, Director of Community Services & Water DATE: June 11, 2012 SUBJECT: CONTRACT No. CS-0015 — VERNON AVENUE STORM DRAIN TRENCHLESS MANHOLE -TO -MANHOLE PIPE LININGS & SECTIONAL LININGS (POINT REPAIRS) The Vernon Avenue Storm Drain Trenchless Manhole -To- Manhole Pipe Linings & Sectional Linings (Point Repairs) Project, City Contract No. CS-0015 has completed and all work has been found to be acceptable. The Department of Community Services and Water recommends that the work be accepted by the City Council at its next City Council meeting. SKW/pc Enclosures This page Is part of your document - DO NOT DISCARD - 20120965770 Recorded/Filed in Official Records Recorder's Office, Los Angeles County, California 06/29/12 AT 08:45AM RECEIVED JUL 18 2012 CITY CLERK'S OFFICE FEES: TAXES: OTHER: PAID: �YE�191�I�ImINdII�AI�Y�191tl�IW LEADSHEET 201206290900004 00006037941 I IIIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIII IIII 004101046 SEQ: 01 DAR - Mailll (Hard Copy) IIII IIIIIIIIIIIIIIIIIIIIIIIIIIII�Illlllll�llllIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIII IIIIIIIIIII EMUS THIS FORM IS NOT TO BE DUPLICATED P000es 0.00 0.00 0.00 0.00 RECORDING REQUESTED BY: WHEN RECORDED MAIL TO: r Name WILLARD YAMAGUCHI Street 4305 SANTA FE AVENUE Address City VERNON State CA Zip 90058 L 0612912012 i *20120965770* Space above this line for recorder's use NOTICE OF COMPLETION Notice pursuant to Civil Code Section 3093, must be filed within 10 days after completion. (See reverse side for complete requirements.) - Notice is hereby given that: 1. The undersigned is owner or corporate officer of the owner of the interest or estate stated below in the property hereinafter described. 2. The full name of the owner is CITY OF VERNON 3. The full address of the owner is 4305 SANTA FE AVENUE, VERNON CA 90058 4. The nature of the interest or estate of the owner is: In fee. A MUNICIPAL CORPORATION (II other than Fee. stdke'In fee and insert. for example,'purchaser under contract of purchase,' or 'Lessee') 5. The full names and full addresses of all persons, if any, who hold title with the undersigned as joint tenants or as tenants in common are: NAMES ADDRESSES 6. The full names and full addresses of the predecessors in interest of the undersigned, if the property was transferred subsequent to the commencement of the work or improvements herein referred to: NAMES ADDRESSES 7. , A work of improvement on the propertyhereinafterdescribed was completed on 06 / 19/ 2012 The work done was: 6.. The names of the contractor, if any, for such work of improvement was SAK CONSTRUCTION OF CA, LP 1r1Q hl runt CDDTkIrC nn ni rAI r nsr un 11n11 (II no contractor for work of improvement as a whde, insen'None) (Date of Contract) 9. The property on which said work of improvement was completed is in the City of VERNON County of LOS ANGELES ,Stateof CA and is described as follows: CONTRACT NO. CS-0015 VERNON AVENUE STORM DRAIN TRENCHLESS MANHOLE —TO —MANHOLE PIPE LININGS & SECTIONAL LININGS POINT REPAIR! 10. The str addr ss said propertyis _ NONE �� n_ /^ (II no street address has been oNkielly assigned, insen'mne'.) WI (Signature of Owner or Corporate officer of Owner named In paragraph 2, or his aged) VERIFICATION I, the undersigned, say: I am the CITY CLERK , the Declarant of the foregoing Notice of Completion; (Presided of, Manager of. Partner of, Owner of, etc. I have read said Notice of Completion and know the contents thereof; the same is true to my own knowledge. I declare under penalty of perjury that the foregoing is true and correct. Executed on JUNE 20 t VERNONCA floOffiarefIAT.natur. AI 1h. indiMd, n xnnn h, M m. v is form fill in all blanks, and make whatever changes are appropriate and necessary IIIIIIIYIII Illllllfglll Irans0ion. Consult a lawyer if you doubt the forth s fitness for your purpose and use. u INN to representation or warranty, express or implied, with respect to the merchantability 7 67775 01114 2 Irtn for an intended use or purpose. 02005 WOLCOTTS FORMS, INC. FORM 1114 Rev. 10-05 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California / l County of ds /ilf/�S J/i/ �/j / On &A�/a before me, T/{94 6J11174 161et 4j ND�%/ „ � Date , _ _ ^� /Hem Insert Name anti Title of the Officer personally -appeared ANA KARINA RUEDA Commission # 1900284 Notary Public - California _ D, Los Angeles County My Comm. Expires Aug19.2014' who proved to me on the basis of satisfactory evidence to be the person(§) whose narri is/0 subscribed to the within instrument and acknowledged to me that he/st/toy executed the same in his/hpvtl}2ir authorized capaci*s), and that by his/h/ rft iir signature$) on the instrument the person`), or the entity upon behalf of which the persono acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. S��"/ Place Notary Seel Above SignaturSignature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons helying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Signers) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): ❑ Individual ❑ Partner — ❑ Limited ❑ General Top of thumb here ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator Other: Signer Is R presentin : ez zoo Number of Pages: Signer's Name: ❑ Corporate Officer— Title(s): ❑ Individual ❑ Partner — ❑ Limited ❑ General Top of thumb here ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: 02009 National Notary Assoclation • NationalNotary.org • 1.800-US NOTARY (1.800-8]8-682]) item ffbam