2014 SEWER REHABILITATION PROJECT. Project #: Bid Date: Tuesday, October 28, 2014

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1 Community Development Department Engineering Division 2014 SEWER REHABILITATION PROJECT Cameron and Henderson Area Sewer Project #: Bid Date: Tuesday, October 28, Notice Inviting Bids 2. Addendums 3. Plan Holders List 4. Bid Summary

2 NOTICE INVITING SEALED BIDS 2014 SEWER REHABILITATION PROJECT PROJECT NO IN THE CITY OF BARSTOW, CALIFORNIA PUBLIC NOTICE IS HEREBY GIVEN that the City of Barstow as AGENCY, invites sealed bids for the above stated project and will receive such bids in the office of the City Clerk, 220 E. Mountain View St., Suite A, Barstow California up to the hour of 2:00 p.m., on the 30th day of October, The bids will be publicly opened and read at 2:00 p.m. on the 30th day of October, 2014, in the office of the City Clerk of the City of Barstow, 220 E. Mountain View St., Suite A, Barstow, California The Engineer s Estimate for this project is: Option 1= $798, Option 2= $986, The project consists of sanitary sewer line rehabilitation, line replacement, point repairs, sanitary sewer line cleaning, CCTV inspection, and doing all appurtenant work in place and ready for use A Mandatory Job Walk will be held on Tuesday, October 21, 2014 at 10:00am at 220 E. Mountain View St., Suite A, in the City of Barstow, California, Copies of the plans, specifications, and contract documents are available from the City of Barstow, 220 E. Mountain View St., Suite A, Barstow, California upon payment of a $25.00 non-refundable fee if picked up, or payment of a $35.00 non-refundable fee if mailed. In accordance with the provisions of California Public Contract Code 3300, and Business and Professions Code (e), the City has determined that the contractor shall possess a valid Class A or C42 contractor s license at the time that the contract is awarded. Failure to possess the specified license shall render the bid as non-responsive and shall act as a bar to award of the contract to any bidder not possessing said license at the time of the award. CONTRACTORS ARE REQUIRED BY LAW TO BE LICENSED AND REGULATED BY THE CONTRACTORS STATE LICENSE BOARD. ANY QUESTIONS CONCERNING A CONTRACTOR MAY BE REFERRED TO THE REGISTRAR, CONTRACTORS STATE LICENSE BOARD, P.O. BOX 2600 SACRAMENTO, CA At the time the contract is awarded, the contractor shall be properly licensed in accordance with the laws of this state. The first payment for work or material shall not be made unless and until the Registrar of Contractors verifies to the City that the records of the Contractors State License Board indicate that the contractor was properly licensed at the time the contract was awarded. Any bidder or contractor not so licensed shall be subject to all legal penalties imposed by law including, but not limited to, any appropriate disciplinary action by the Contractors State Board. Failure of the bidder to obtain proper and adequate licensing for an award of a contract shall constitute a failure to execute the contract and shall result in the forfeiture of the security of the bidder. (Public Contract Code ) Bids must be prepared on the approved bid forms in conformance with INSTRUCTION TO BIDDERS and submitted in the envelopes provided, sealed and plainly marked on the outside: SEALED BID FOR 2014 SEWER REHABILITATION PROJECT PROJECT NO DO NOT OPEN WITH REGULAR MAIL The bid must be accompanied by a bid guarantee in the amount of 10% of the total bid by 2:00 p.m. on 30th day of October, More specifically, pursuant to Public Contract Code and 20171, all bids for the project shall be presented, under sealed cover and shall be accompanied by one of the following forms of bidder s security in the amount of ten percent (10%) of the bid: (a) cash; (b) a cashier s check made payable to the City of Barstow; (c) a certified check made payable to the City of Page A3

3 Barstow; or (d) a bidder s bond executed by an admitted surety insurer, made payable to the City of Barstow. Such security shall be forfeited should the successful bidder to whom the contract is awarded fails to timely execute the contract and deliver the necessary bonds and insurance certificates as specified in the contract documents. To the extent applicable, at any time during the term of the Agreement for the proposed project, the successful bidder may, at its own expense, substitute securities equivalent to the amount withheld as retention (or the retained percentage) in accordance with Public Contract Code Pursuant to California Civil Code 3247, a payment bond is required to be submitted for all projects estimated in excess of $25, The City has determined that the proposed project is a public works project subject to the provisions of Labor Code 1720 thereby requiring the Contractor to pay the prevailing wage rates for all work performed under the Contract. The City reserves the right to reject any and all bids. If you have any questions, please contact Domingo D. Gonzales, at (760) BY ORDER OF the City Council of the City of Barstow, California. Page A4

4 BID SCHEDULE (Continued) 2014 SEWER REHABILITATION PROJECT PROJECT NO IN THE CITY OF BARSTOW, CALIFORNIA Option 1 Item Section Description Unit Estimated Quantity Cleaning of Pipes and Manholes LS 1 Unit Price Total Price Pre and Post CCTV Inspection LS Traffic Control and Safety LS Sewer Bypassing and Dewatering LS Installation of 6 CIPP Liner LF Installation of 8 CIPP Liner LF 24, Installation of 10 CIPP Liner LF Installation of 12 CIPP Liner LF Installation of 15 CIPP Liner LF 1, Reconnect Sewer Service Internally EA Install Sanitary Sewer Clean Out EA , , Coordinate and Adjust Utilities to Grade EA Cut Intruding Service Connection EA Installation of Top Hat EA Install Manhole EA Wye s Replacement 8 VCP EA Replacement of Drop Manhole Point Method EA Replacement of Drop Manhole CIPP Patch Method EA Construct / Reconstruct Manhole EA Adjust to Manhole to Grade EA Replacement 6 VCP Pipe LF Replacement 8 VCP Pipe LF Remodel Manhole Base EA Manhole Cover and Frame EA Install 8 PVC Sewer Line on Seventh Ave LS 1 Page C5

5 The Contractor shall be responsible for calculating and providing unit prices for the schedule. The proposal schedule shall include all costs for services, labor, materials, equipment, and installation associated in completing the work in place per the Specifications and details. Bid Schedule Total: $ Bid Schedule Total (in words): (Company Name of Bidder) (Date) The City of Barstow reserves the right to award the bid based on either Option 1 or Option 2. Page C6

6 BID SCHEDULE (Continued) 2014 SEWER REHABILITATION PROJECT PROJECT NO IN THE CITY OF BARSTOW, CALIFORNIA Option 2 Includes CIPP Patch Repair. Item Section Description Unit Estimated Quantity Cleaning of Pipes and Manholes LS 1 Unit Price Total Price Pre and Post CCTV Inspection LS Traffic Control and Safety LS Sewer Bypassing and Dewatering LS Installation of 6 CIPP Liner LF Installation of 8 CIPP Liner LF 24, Installation of 10 CIPP Liner LF Installation of 12 CIPP Liner LF Installation of 15 CIPP Liner LF 1, Reconnect Sewer Service Internally EA Install Sanitary Sewer Clean Out EA Coordinate and Adjust Utilities to Grade EA Cut Intruding Service Connection EA Installation of Top Hat EA Install Manhole EA Wye s Replacement 8 VCP EA Replacement of Drop Manhole Point Method EA Replacement of Drop Manhole CIPP Patch Method EA Construct / Reconstruct Manhole EA Adjust to Manhole to Grade EA Replacement 6 VCP Pipe LF Replacement 8 VCP Pipe LF Remodel Manhole Base EA Manhole Cover and Frame EA Install 8 PVC Sewer Line on Seventh Ave LS CIPP Patch Repair 2 EA CIPP Patch Repair 4 EA 2 Page C7

7 CIPP Patch Repair 2 EA CIPP Patch Repair 4 EA CIPP Patch Repair 2 EA CIPP Patch Repair 4 EA 1 The Contractor shall be responsible for calculating and providing unit prices for the schedule. The proposal schedule shall include all costs for services, labor, materials, equipment, and installation associated in completing the work in place per the Specifications and details. Bid Schedule Total: $ Bid Schedule Total (in words): (Company Name of Bidder) (Date) The City of Barstow reserves the right to award the bid based on either Option 1 or Option 2. Page C8

8 October 15, 2014 ADDENDUM NO. 1 PROJECT Sewer Rehabilitation Project Cameron and Henderson Area Sewer This addendum is hereby made part of the contract documents to the same extent as though it was originally included. 1. The bid opening date has changed to October 28, 2014 at 2:00 p.m. 2. The following scope of work has been removed from this contract: Sewer Section ID Location Scope of Work SWR 413 White Street Remove and replace approximately 12 feet of 8 VCP/Terra Cotta pipe starting 93 feet from manhole 343 and ending at approximately 105 feet from manhole 343. SWR 415 N. First Avenue Remove and replace Wye at 59 feet from manhole 345. Remove and replace approximately 10 feet of 8 VCP/Terra Cotta pipe starting 57 feet from manhole 345. SWR 436 Pallesi St. Remove and replace 8 VCP / Terra Cotta starting 441 feet from manhole 367. SWR 441 E. Cozy Lane Remove brick manhole 381 and replace with pre-cast concrete manhole. Install interior drop manhole. Replace approximately 4 feet of VCP. 3. The following is scope of work has been added to this contract. Sewer Section ID Location Scope of Work SWR 792 Easement west of Dill Street CIPP 8 VCP, Length =328, 220 E. MOUNTIAN VIEW STREET, SUITE A BARSTOW, CA (760) Fax: (760)

9 If you have any questions or need additional information, please contact Domingo Gonzales, at or at telephone (760) Domingo Gonzales 220 E. MOUNTIAN VIEW STREET, SUITE A BARSTOW, CA (760) Fax: (760)

10 October 23, 2014 ADDENDUM NO. 2 PROJECT Sewer Rehabilitation Project Cameron and Henderson Area Sewer This addendum is hereby made part of the contract documents to the same extent as though it was originally included. 1. The Working Day has changed. (Replace sheet B3 ) 2. Remove the existing bid schedule (Sheets C5-C9) and replace with the attached bid schedules. If you have any questions or need additional information, please contact Domingo Gonzales, at dgonzales@barstowca.org, or at telephone (760) Domingo D. Gonzales Domingo Gonzales B3

11 B1.01 INSPECTION OF SITE OF WORK INSTRUCTIONS TO BIDDERS 2014 SEWER REHABILITATION PROJECT PROJECT NO IN THE CITY OF BARSTOW, CALIFORNIA Bidders are required to inspect the site of the work in order to satisfy themselves, by personal examination or by such other means, as they may prefer, of the location of the proposed work and as to the actual conditions of and at the site of work. If, during the course of his/her examination, a bidder finds facts or conditions which appear to him/her to conflict with the letter or spirit of the contract documents, or with any other data furnished him/her, he/she may apply to the Agency in writing in accordance with B1.04 INTERPRETATION OF CONTRACT DOCUMENTS for additional information and explanation before submitting his/her bid. The submission of a proposal by the bidder shall constitute the acknowledgment that, if awarded the contract, he/she has relied and is relying on his/her own examination of (a) the site of the work, (b) the access to the site, and (c) all other data, matters, and things requisite to the fulfillment of the work and on his/her own knowledge of existing services and utilities on and in the vicinity of the site of the work to be constructed under the contract, and not on any representation or warranty of the Agency. No claim for additional compensation will be allowed which is based upon a lack of knowledge of the above items. B1.02 EXAMINATION OF CONTRACT DOCUMENTS Each bidder shall thoroughly examine and be familiar with legal and procedural documents, general conditions, specifications, drawings and addenda (if any). The submission of a proposal shall constitute an acknowledgment upon which the Agency may rely that the bidder has thoroughly examined and is familiar with the contract documents. The bidders attention is directed to the need, if any, for special invoicing for this project. The failure or neglect of a bidder to receive or examine any of the contract documents shall in no way relieve him/her from any obligations with respect to his/her proposal or to the contract. No claim for additional compensation will be allowed which is based upon a lack of knowledge of any contract document. B1.03 CONTRACT PERIOD/CONSTRUCTION COMPLETION DATE Bidder s attention is called to the provisions set forth in SECTION E, STANDARD SPECIFICATIONS, particularly those pertaining to the contract period and liquidated damages for avoidable delays. The Contractor shall begin work within ten (10) calendar days after the date of the Notice to Proceed, and shall diligently prosecute said work to completion before the expiration See WORKING DAY SCHEDULE (TABLE 1). The Contractor shall pay to the City the sum of $1, per day, for each and every calendar day s delay in finishing the work in excess of the number of working days prescribed above. B1.04 INTERPRETATION OF CONTRACT DOCUMENTS No oral interpretations will be made to any bidder as to the meaning of the contract documents. Requests for an interpretation shall be made in writing and delivered to the Agency at least ten (10) days before the time announced for opening the proposals. Interpretations by the Agency will be in the form of an addendum to the contract documents and, when issued, will be sent as promptly as is practical to all parties to whom the contract documents have been issued. City makes no guarantee that all bidders will receive all addenda. Copies of addenda will be made available for inspection at the office where contract documents are on file for inspection as indicated on the Invitation for Bids. All such addenda shall become part of the contract. All questions shall be addressed to Domingo D. Gonzales, Engineering B3

12 TABLE 1 Working Day Schedule Schedule Working Days If contract is awarded to multiple contractors, it is the contractor s responsibility to coordinate with each other to accomplish the project. Contractor that is awarded point repairs shall complete their work in a manner which will not affect the contractor for the Cured In Place Pipe (CIPP) lining operation. Where Point repairs and CIPP methods are required in the same section, point repairs shall be completed prior to the CIPP process without delays to the CIPP contractor.

13 BID SCHEDULE (Continued) 2014 SEWER REHABILITATION PROJECT PROJECT NO IN THE CITY OF BARSTOW, CALIFORNIA Schedule 1. Item Section Description Unit Estimated Quantity Cleaning of Pipes and Manholes LS 1 Unit Price Total Price Pre and Post CCTV Inspection LS Traffic Control and Safety LS Sewer Bypassing and Dewatering LS Installation of 6 CIPP Liner LF Installation of 8 CIPP Liner LF 24, Installation of 10 CIPP Liner LF Installation of 12 CIPP Liner LF Installation of 15 CIPP Liner LF 1, Reconnect Sewer Service Internally EA Install Sanitary Sewer Clean Out EA Coordinate and Adjust Utilities to Grade EA Cut Intruding Service Connection EA Installation of Top Hat EA Install Manhole EA Wye s Replacement 8 VCP EA Replacement of Drop Manhole Point Method EA Replacement of Drop Manhole CIPP Patch Method EA Construct / Reconstruct Manhole EA Adjust to Manhole to Grade EA Replacement 6 VCP Pipe LF Replacement 8 VCP Pipe LF Remodel Manhole Base EA Manhole Cover and Frame EA Install 8 PVC Sewer Line on Seventh Avenue LS CIPP Patch Repair 2 EA 4 C5

14 CIPP Patch Repair 4 EA CIPP Patch Repair 2 EA CIPP Patch Repair 4 EA CIPP Patch Repair 2 EA CIPP Patch Repair 4 EA 1 The Contractor shall be responsible for calculating and providing unit prices for the schedule. The proposal schedule shall include all costs for services, labor, materials, equipment, and installation associated in completing the work in place per the Specifications and details. Bid Schedule Total: $ Bid Schedule Total (in words): (Company Name of Bidder) (Date) The City of Barstow reserves the right to award the bid to the lowest responsible bidder on either Schedule 1 only, Schedule 2 only or any combination of Schedule 3 with Schedule 4 and / or Schedule 5. The City reserves the right to award the bid to one contractor or may elect to award to multiple contracts based on the lowest responsible bidder per schedule. C6

15 BID SCHEDULE (Continued) 2014 SEWER REHABILITATION PROJECT PROJECT NO IN THE CITY OF BARSTOW, CALIFORNIA Schedule 2 Item Section Description Unit Estimated Quantity Cleaning of Pipes and Manholes LS 1 Unit Price Total Price Pre and Post CCTV Inspection LS Traffic Control and Safety LS Sewer Bypassing and Dewatering LS Installation of 6 CIPP Liner LF Installation of 8 CIPP Liner LF 24, Installation of 10 CIPP Liner LF Installation of 12 CIPP Liner LF Installation of 15 CIPP Liner LF 1, Reconnect Sewer Service Internally EA Install Sanitary Sewer Clean Out EA , , Coordinate and Adjust Utilities to Grade EA Cut Intruding Service Connection EA Installation of Top Hat EA Install Manhole EA Wye s Replacement 8 VCP EA Replacement of Drop Manhole Point Method EA Replacement of Drop Manhole CIPP Patch Method EA Construct / Reconstruct Manhole EA Adjust to Manhole to Grade EA Replacement 6 VCP Pipe LF Replacement 8 VCP Pipe LF Remodel Manhole Base EA Manhole Cover and Frame EA Install 8 PVC Sewer Line on Seventh Avenue LS 1 C7

16 The Contractor shall be responsible for calculating and providing unit prices for the schedule. The proposal schedule shall include all costs for services, labor, materials, equipment, and installation associated in completing the work in place per the Specifications and details. Bid Schedule Total: $ Bid Schedule Total (in words): (Company Name of Bidder) (Date) The City of Barstow reserves the right to award the bid to the lowest responsible bidder on either Schedule 1 only, Schedule 2 only or any combination of Schedule 3 with Schedule 4 and / or Schedule 5. The City reserves the right to award the bid to one contractor or may elect to award to multiple contracts based on the lowest responsible bidder per schedule. C8

17 Schedule 3 Item Section Description Unit Estimated Quantity Cleaning of Pipes and Manholes LS 1 Unit Price Total Price Pre and Post CCTV Inspection LS Traffic Control and Safety LS Sewer Bypassing and Dewatering LS Installation of 6 CIPP Liner LF Installation of 8 CIPP Liner LF 24, Installation of 10 CIPP Liner LF Installation of 12 CIPP Liner LF Installation of 15 CIPP Liner LF 1, Reconnect Sewer Service Internally EA Cut Intruding Service Connection EA Installation of Top Hat EA Replacement of Drop Manhole CIPP Patch Method EA 9 The Contractor shall be responsible for calculating and providing unit prices for the schedule. The proposal schedule shall include all costs for services, labor, materials, equipment, and installation associated in completing the work in place per the Specifications and details. Bid Schedule Total: $ Bid Schedule Total (in words): (Company Name of Bidder) (Date) The City of Barstow reserves the right to award the bid to the lowest responsible bidder on either Schedule 1 only, Schedule 2 only or any combination of Schedule 3 with Schedule 4 and / or Schedule 5. The City reserves the right to award the bid to one contractor or may elect to award to multiple contracts based on the lowest responsible bidder per schedule. C9

18 Schedule 4. Item Section Description Unit Estimated Quantity Cleaning of Pipes and Manholes LS 1 Unit Price Total Price Pre and Post CCTV Inspection LS Traffic Control and Safety LS Sewer Bypassing and Dewatering LS Reconnect Sewer Service Internally EA Cut Intruding Service Connection EA Installation of Top Hat EA CIPP Patch Repair 2 EA CIPP Patch Repair 4 EA CIPP Patch Repair 2 EA CIPP Patch Repair 4 EA CIPP Patch Repair 2 EA CIPP Patch Repair 4 EA 1 The Contractor shall be responsible for calculating and providing unit prices for the schedule. The proposal schedule shall include all costs for services, labor, materials, equipment, and installation associated in completing the work in place per the Specifications and details. Bid Schedule Total: $ Bid Schedule Total (in words): (Company Name of Bidder) (Date) The City of Barstow reserves the right to award the bid to the lowest responsible bidder on either Schedule 1 only, Schedule 2 only or any combination of Schedule 3 with Schedule 4 and / or Schedule 5. The City reserves the right to award the bid to one contractor or may elect to award to multiple contracts based on the lowest responsible bidder per schedule. C10

19 Schedule 5 Item Section Description Unit Estimated Quantity Cleaning of Pipes and Manholes LS 1 Unit Price Total Price Pre and Post CCTV Inspection LS Traffic Control and Safety LS Sewer Bypassing and Dewatering LS Install Sanitary Sewer Clean Out EA Coordinate and Adjust Utilities to Grade EA Install Manhole EA Wye s Replacement 8 VCP EA Replacement of Drop Manhole Point Method EA Construct / Reconstruct Manhole EA Adjust to Manhole to Grade EA Replacement 6 VCP Pipe LF Replacement 8 VCP Pipe LF Remodel Manhole Base EA Manhole Cover and Frame EA Install 8 PVC Sewer Line on Seventh Avenue LS 1 The Contractor shall be responsible for calculating and providing unit prices for the schedule. The proposal schedule shall include all costs for services, labor, materials, equipment, and installation associated in completing the work in place per the Specifications and details. Bid Schedule Total: $ Bid Schedule Total (in words): (Company Name of Bidder) (Date) The City of Barstow reserves the right to award the bid to the lowest responsible bidder on either Schedule 1 only, Schedule 2 only or any combination of Schedule 3 with Schedule 4 and / or Schedule 5. The City reserves the right to award the bid to one contractor or may elect to award to multiple contracts based on the lowest responsible bidder per schedule. C11

20 Bid Schedule Summary Schedule Total Total in Words 1 $ 2 $ 3 $ 4 $ 5 $ If you are NOT bidding on a Schedule, Type No Bid Submitted in the Total in Words section.

21 QUESTIONS AND ANSWERS 1. For the sewer segment that runs under the I-40 freeway SWR ID # 1130, is the city wanting to dig up the freeway to perform the repair. No, this will be a CIPP repair only. The contractor will be required to stay out of Caltrans Right of Way. 2. This Segment and a few others are noted as Point-CIPP. What does this denomination call for? Point-CIPP indicates that there is a point repair that must be repaired before the sewer segment is CIPP lined. 3. Several manholes in the northern portion of Area 6 have been paved over. These are some of the larger diameter sewer lines in the project. Segments 61, 60,433, 432, 431 are not accessible at this time and as such it is impossible to accurately determine what type of sewer bypass system is needed in order to bid this portion of the project. Do you have flow data for these segments? The manholes are in the process of being raised to grade. The contractor just finished paving these roads last week. Unfortunately there is no flow data for these segments. 4. It was mentioned in the pre bid and over the phone that there is a segment running under I-15 to be lined. I cannot locate this segment on the maps. Can you provide a highlighted map of that segment? After further review, there is no rehabilitation project under the I-15 for this project. 5. Per the discussion at the pre bid meeting yesterday, the bidding contractors seemed to agree unanimously, under the circumstance, that the lining work and the open cut work should be bid as two separate schedules. Addendum #2 addressed this request. 6. The contract specifications call for 40 working days to complete the work. This is not enough time for us to complete the lining portion of the scope. We are requesting that the contract time be extended to at least 120 days. Most contracts of this magnitude allow for 180 days. See Addendum #2, Table 1 Time Schedule for the amount of working days allowed. 7. Would the City of Barstow consider separating out the lining and ancillary items to the lining from the civil work? This would reduce the bid prices as each entity could bid their respective disciplines as prime without marking up sub pricing. Addendum #2 addressed this request. 8. Will the City of Barstow please provide a copy of the bid tabulations for the previous rehabilitation contract that was performed? See Attachment

22 CITY OF BARSTOW 220 E MOUNTAIN VIEW ST BARSTOW CA Plan Holders TEL::(760) FAX::(760) Project # Sewer Rehabilitation Project Company Name: Address: Region: Phone Fax: Repipe Brown Ave Riverside, CA (951) (951) Mcgraw-Hill 4300 Beltway Place Arlington, tx (877) (909) Bid America Elm Street Murrieta, CA (909) (951) Kana Engineering Group Southwest Pipeline and Trenchless, Corp Insituform 1SqFt Planroom c/o PlanIT Reprographics 9672 Hermosa Ave Rancho Cucamonga, CA (909) S. Vermont Ave Torrance, CA (310) (310) E. Orangethorpe Ave Fullerton, CA (714) (714) Flora Road Palm Desert, CA (800) (866) Number of Plan Holders 7 Date: 10/15/2014

23 2014 Sewer Rehabilitation Project PROJECT NUMBER: BID SUMMARY ATTACHMENT A Schedule 1 Schedule 2 Schedule 3 Schedule 4 Schedule 5 Rehabilitation Methods All Point /CIPP Liners CIPP Liners only CIPP Patch only Point only Christensen Brothers $ 236, Sancon Engineering $ 1,015, $ 288, Repipe California $ 1,482, $ 1,291, $ 1,051, Insituform $ 1,450, $ 1,259, $ 1,044, Southwest Pipe $ 1,222, $ 1,022, $ 836, $ 217, Schedule 2 Equivalent using Schedule 3 and Schedule 5 Low Bids Schedule 1 Schedule 2 Schedule 3 Schedule 4 Schedule 5 Rehabilitation Methods All Point /CIPP Liners CIPP Liners only CIPP Patch only Point only Total Southwest Pipe $ 836, $ 836, Christensen Brothers $ 236, $ 236, Total: $ 1,072,581.10

24 BID SUMMARY PROJECT SEWER REHABILITATION PROJECT Schedule 1 Engineers Estimate Southwest Pipeline Insituform Repipe California LP Sancon Engineering Christensen Brothers Item Description Unit Qty. Unit Cost Total Cost Unit Cost Total Cost Unit Cost Total Cost Unit Cost Total Cost Unit Cost Total Cost Unit Cost Total Cost 1 Cleaning of Pipes and Manholes LS 1 $ 8, $ 8, $ 15, $ 15, $ 41, $ 41, $ 41, $ 41, Pre and Post CCTV Inspection LS 1 $ 5, $ 5, $ 15, $ 15, $ 6, $ 6, $ 21, $ 21, Traffic Control and Safety LS 1 $ 10, $ 10, $ 2, $ 2, $ 13, $ 13, $ 15, $ 15, Sewer Bypassing and Dewatering LS 1 $ 8, $ 8, $ 2, $ 2, $ 22, $ 22, $ 30, $ 30, Installation of 6" CIPP Liner LF 270 $ $ 4, $ $ 8, $ $ 7, $ $ 9, Installation of 8" CIPP Liner LF $ $ 493, $ $ 591, $ $ 653, $ $ 690, Installation of 10" CIPP Liner LF 950 $ $ 22, $ $ 26, $ $ 33, $ $ 42, Installation of 12" CIPP Liner LF 865 $ $ 22, $ $ 29, $ $ 38, $ $ 48, Installation of 15" CIPP Liner LF 1880 $ $ 56, $ $ 88, $ $ 102, $ $ 125, Reconnect Sewer Service Internally EA 573 $ $ 14, $ $ 11, $ $ 85, $ $ 14, Install Sanitary Sewer Clean Out EA 1 $ 1, $ 1, $ 5, $ 5, $ 1, $ 1, $ 5, $ 5, Coordinate and Adjust Utilities to GradEA 1 $ $ $ 2, $ 2, $ 1, $ 1, $ 2, $ 2, Cut Intruding Service Connection EA 10 $ $ 8, $ $ 2, $ $ 2, $ $ 2, Installation of Top Hat EA 8 $ 1, $ 12, $ $ 7, $ 1, $ 10, $ 1, $ 10, Install Manhole EA 2 $ 10, $ 20, $ 8, $ 16, $ 4, $ 9, $ 8, $ 17, Wye's Replacement 8" VCP EA 6 $ 1, $ 6, $ 4, $ 24, $ 1, $ 11, $ 4, $ 25, Replacement of Drop Manhole Point MEA 2 $ 6, $ 12, $ 6, $ 12, $ 3, $ 6, $ 6, $ 12, Replacement of Drop Manhole CIPP PaEA 9 $ 3, $ 31, $ 4, $ 36, $ 4, $ 43, $ 4, $ 43, Construct/Reconstruct Manhole EA 2 $ 10, $ 20, $ 8, $ 16, $ 6, $ 13, $ 8, $ 17, Adjust Manhole to Grade EA 2 $ $ 1, $ 1, $ 2, $ $ 1, $ 1, $ 2, Replacement of 6" VCP Pipe LF 4 $ $ $ $ 2, $ $ 2, $ $ 2, Replacement of 8" VCP Pipe LF 100 $ $ 15, $ $ 28, $ $ 58, $ $ 30, Remodel Manhole Base EA 3 $ 2, $ 6, $ 1, $ 5, $ 2, $ 6, $ 1, $ 5, Manhole Cover and Frame EA 2 $ 1, $ 2, $ 2, $ 4, $ 1, $ 3, $ 2, $ 4, Install 8" PVC Sewer Line on Seventh ALS 1 $ 40, $ 40, $ 67, $ 67, $ 81, $ 81, $ 70, $ 70, " CIPP Patch repair 2' EA 4 $ $ 3, $ $ 3, $ $ 3, $ $ 3, " CIPP Patch repair 4' EA 2 $ 1, $ 2, $ 1, $ 2, $ $ 1, $ $ 1, " CIPP Patch repair 2' EA 104 $ $ 83, $ $ 84, $ $ 88, $ $ 89, " CIPP Patch repair 4' EA 98 $ 1, $ 98, $ 1, $ 107, $ $ 94, $ $ 94, " CIPP Patch repair 2' EA 1 $ $ $ 1, $ 1, $ $ $ $ " CIPP Patch repair 4' EA 1 $ 1, $ 1, $ 1, $ 1, $ $ $ $ $ 1,008, $ 1,222, $ 1,450, $ 1,482, /10/2014

25 BID SUMMARY PROJECT SEWER REHABILITATION PROJECT Schedule 2 Engineers Estimate Southwest Pipeline Insituform Repipe California LP Sancon Engineering Christensen Brothers Item Description Unit Qty. Unit Cost Total Cost Unit Cost Total Cost Unit Cost Total Cost Unit Cost Total Cost Unit Cost Total Cost Unit Cost Total Cost 1 Cleaning of Pipes and Manholes LS 1 $ 8, $ 8, $ 15, $ 15, $ 41, $ 41, $ 41, $ 41, Pre and Post CCTV Inspection LS 1 $ 5, $ 5, $ 15, $ 15, $ 6, $ 6, $ 21, $ 21, Traffic Control and Safety LS 1 $ 10, $ 10, $ 2, $ 2, $ 13, $ 13, $ 15, $ 15, Sewer Bypassing and Dewatering LS 1 $ 8, $ 8, $ 2, $ 2, $ 22, $ 22, $ 33, $ 33, Installation of 6" CIPP Liner LF 270 $ $ 4, $ $ 8, $ $ 7, $ $ 10, Installation of 8" CIPP Liner LF $ $ 493, $ $ 591, $ $ 653, $ $ 690, Installation of 10" CIPP Liner LF 950 $ $ 22, $ $ 26, $ $ 33, $ $ 42, Installation of 12" CIPP Liner LF 865 $ $ 22, $ $ 30, $ $ 38, $ $ 47, Installation of 15" CIPP Liner LF 1880 $ $ 56, $ $ 88, $ $ 102, $ $ 124, Reconnect Sewer Service Internally EA 573 $ $ 14, $ $ 11, $ $ 85, $ $ 14, Install Sanitary Sewer Clean Out EA 1 $ 1, $ 1, $ 5, $ 5, $ 1, $ 1, $ 5, $ 5, Coordinate and Adjust Utilities to GradEA 1 $ $ $ 2, $ 2, $ 1, $ 1, $ 2, $ 2, Cut Intruding Service Connection EA 10 $ $ 8, $ $ 2, $ $ 2, $ $ 2, Installation of Top Hat EA 8 $ 1, $ 12, $ $ 7, $ 1, $ 10, $ 1, $ 10, Install Manhole EA 2 $ 10, $ 20, $ 8, $ 16, $ 4, $ 9, $ 8, $ 17, Wye's Replacement 8" VCP EA 6 $ 1, $ 6, $ 4, $ 24, $ 1, $ 11, $ 4, $ 25, Replacement of Drop Manhole Point MEA 2 $ 6, $ 12, $ 6, $ 12, $ 3, $ 6, $ 6, $ 12, Replacement of Drop Manhole CIPP PaEA 9 $ 3, $ 31, $ 4, $ 36, $ 4, $ 43, $ 4, $ 43, Construct/Reconstruct Manhole EA 2 $ 10, $ 20, $ 8, $ 16, $ 6, $ 13, $ 8, $ 17, Adjust Manhole to Grade EA 2 $ $ 1, $ 1, $ 2, $ $ 1, $ 1, $ 2, Replacement of 6" VCP Pipe LF 4 $ $ $ $ 2, $ $ 2, $ $ 2, Replacement of 8" VCP Pipe LF 100 $ $ 15, $ $ 28, $ $ 58, $ $ 30, Remodel Manhole Base EA 3 $ 2, $ 6, $ 1, $ 5, $ 2, $ 6, $ 1, $ 5, Manhole Cover and Frame EA 2 $ 1, $ 2, $ 2, $ 4, $ 1, $ 3, $ 2, $ 4, Install 8" PVC Sewer Line on Seventh ALS 1 $ 40, $ 40, $ 67, $ 67, $ 81, $ 81, $ 70, $ 70, $ 820, $ 1,022, $ 1,259, $ 1,291, /10/2014

26 BID SUMMARY PROJECT SEWER REHABILITATION PROJECT Schedule 3 Engineers Estimate Southwest Pipeline Insituform Repipe California LP Sancon Engineering Christensen Brothers Item Description Unit Qty. Unit Cost Total Cost Unit Cost Total Cost Unit Cost Total Cost Unit Cost Total Cost Unit Cost Total Cost Unit Cost Total Cost 1 Cleaning of Pipes and Manholes LS 1 $ 8, $ 8, $ 15, $ 15, $ 41, $ 41, $ 41, $ 41, $ 40, $ 40, Pre and Post CCTV Inspection LS 1 $ 5, $ 5, $ 15, $ 15, $ 6, $ 6, $ 21, $ 21, $ 30, $ 30, Traffic Control and Safety LS 1 $ 10, $ 10, $ 2, $ 2, $ 9, $ 9, $ 3, $ 3, $ 5, $ 5, Sewer Bypassing and Dewatering LS 1 $ 8, $ 8, $ 2, $ 2, $ 17, $ 17, $ 10, $ 10, $ 8, $ 8, Installation of 6" CIPP Liner LF 270 $ $ 4, $ $ 8, $ $ 7, $ $ 9, $ $ 11, Installation of 8" CIPP Liner LF $ $ 493, $ $ 591, $ $ 640, $ $ 690, $ $ 705, Installation of 10" CIPP Liner LF 950 $ $ 19, $ $ 26, $ $ 34, $ $ 42, $ $ 32, Installation of 12" CIPP Liner LF 865 $ $ 20, $ $ 29, $ $ 38, $ $ 47, $ $ 33, Installation of 15" CIPP Liner LF 1880 $ $ $ 88, $ $ 109, $ $ 124, $ $ 94, Reconnect Sewer Service Internally EA 573 $ $ 17, $ $ 11, $ $ 83, $ $ 14, $ $ 28, Cut Intruding Service Connection EA 10 $ $ $ $ 2, $ $ 2, $ $ 2, $ $ 1, Installation of Top Hat EA 8 $ 1, $ 12, $ $ 7, $ 1, $ 10, $ 1, $ 10, $ 1, $ 9, Replacement of Drop Manhole CIPP PaEA 9 $ 3, $ 31, $ 4, $ 36, $ 4, $ 43, $ 3, $ 33, $ 1, $ 13, $ 629, $ 836, $ 1,044, $ 1,051, $ 1,015, Schedule 4 Engineers Estimate Southwest Pipeline Insituform Repipe California LP Sancon Engineering Christensen Brothers Item Description Unit Qty. Unit Cost Total Cost Unit Cost Total Cost Unit Cost Total Cost Unit Cost Total Cost Unit Cost Total Cost Unit Cost Total Cost 1 Cleaning of Pipes and Manholes LS 1 $ 8, $ 8, $ 1, $ 1, $ 40, $ 40, Pre and Post CCTV Inspection LS 1 $ 5, $ 5, $ 1, $ 1, $ 30, $ 30, Traffic Control and Safety LS 1 $ 10, $ 10, $ 1, $ 1, $ 5, $ 5, Sewer Bypassing and Dewatering LS 1 $ 8, $ 8, $ 1, $ 1, $ 8, $ 8, Reconnect Sewer Service Internally EA 37 $ $ 1, $ $ 3, $ $ 2, Cut Intruding Service Connection EA 10 $ $ $ $ 2, $ $ 1, Installation of Top Hat EA 8 $ 1, $ 12, $ $ 7, $ 1, $ 9, " CIPP Patch repair 2' EA 4 $ $ 3, $ $ 3, $ $ 3, " CIPP Patch repair 4' EA 2 $ 1, $ 2, $ 1, $ 2, $ 1, $ 2, " CIPP Patch repair 2' EA 104 $ $ 83, $ $ 84, $ $ 80, " CIPP Patch repair 4' EA 98 $ 1, $ 98, $ 1, $ 107, $ 1, $ 102, " CIPP Patch repair 2' EA 1 $ $ $ 1, $ 1, $ 1, $ 1, " CIPP Patch repair 4' EA 1 $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 232, $ 217, $ 288, Schedule 5 Engineers Estimate Southwest Pipeline Insituform Repipe California LP Sancon Engineering Christensen Brothers Item Description Unit Qty. Unit Cost Total Cost Unit Cost Total Cost Unit Cost Total Cost Unit Cost Total Cost Unit Cost Total Cost Unit Cost Total Cost 1 Cleaning of Pipes and Manholes LS 1 $ 8, $ 8, $ 1.10 $ Pre and Post CCTV Inspection LS 1 $ 5, $ 5, $ 8, $ 8, Traffic Control and Safety LS 1 $ 10, $ 10, $ 1, $ 1, Sewer Bypassing and Dewatering LS 1 $ 8, $ 8, $ 5, $ 5, Install Sanitary Sewer Clean Out EA 1 $ 1, $ 1, $ 2, $ 2, Coordinate and Adjust Utilities to GradEA 1 $ $ $ $ Install Manhole EA 2 $ 10, $ 20, $ 8, $ 16, Wye's Replacement 8" VCP EA 6 $ 1, $ 6, $ 5, $ 32, Replacement of Drop Manhole Point MEA 2 $ 6, $ 12, $ 2, $ 5, Construct/Reconstruct Manhole EA 2 $ 10, $ 20, $ 10, $ 21, Adjust Manhole to Grade EA 2 $ $ 1, $ 1, $ 2, Replacement of 6" VCP Pipe LF 4 $ $ $ 1, $ 6, Replacement of 8" VCP Pipe LF 100 $ $ 15, $ $ 84, Remodel Manhole Base EA 3 $ 2, $ 6, $ 2, $ 6, Manhole Cover and Frame EA 2 $ 1, $ 2, $ 1, $ 2, Install 8" PVC Sewer Line on Seventh ALS 1 $ 40, $ 40, $ 41, $ 41, $ 154, $ 236, /10/2014