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HomeMy WebLinkAbout23A - PROJ - WATER MAIN IMPROVEMENTSREQUEST FOR COUNCIL ACTION CITY COUNCIL MEETING DATE: DECEMBER 2, 2014 TITLE: AWARD CONTRACT FOR 17TH STREET WATER MAIN IMPROVEMENTS: BRISTOL STREET TO BROADWAY (PROJECT 116416) (STRATEGIC PLAN NO. 6, 1, B) CITY ANAGER RECOMMENDED ACTION Award a contract to Paulus Engineering, construction of the 17th Street Water Main accordance with the base bid in the amount o total amount not to exceed $1,832,571. CLERK OF COUNCIL USE ONLY: APPROVED ❑ As Recommended ❑ As Amended ❑ Ordinance on 1" Reading ❑ Ordinance on 2 n Reading ❑ Implementing Resolution ❑ Set Public Hearing For CONTINUED TO FILE NUMBER Inc., the lowest responsible bidder, for the Improvements, Bristol Street to Broadway, in f $1,593,540 and a contingency of $239,031 for 2. Approve the Cost Analysis for a total estimated project delivery cost of $2,071,602. DISCUSSION The existing 10 -inch diameter cast iron water main on 17th Street was installed in the 1930's and has begun to experience a number of breaks and leaks. Staff monitors the condition of water main pipelines by assessing critical factors such as age, history of breaks, size, location, and system redundancy to determine the priority of replacement needs. Based on an analysis of these factors, the water main on 17th Street between Bristol Street and Broadway has been identified as the highest priority for replacement due to its high probability of failure and significant consequences should a failure occur. Prior to advertising the project for bids, staff considered the impacts of construction on businesses and regional traffic. A vicinity map in Exhibit 1 shows the relative location of the water main on 17`h Street to other major city streets. As a result, the project scope was developed to include the option and flexibility to perform construction during nighttime hours as a base bid, along with the option to perform the work during standard daytime hours. Staff recommends that the contract be awarded based on nighttime work. If nighttime work is performed, all vehicle travel lanes would be open during the daytime, allowing access to businesses, and would not interfere with critical peak morning and evening commutes. Working hours for the construction would be 7:00 p.m. to 5:00 a.m. Nighttime construction would adhere to the City's noise ordinance at all times; nonetheless, staff will require that noisier construction activities be limited to before 10:00 p.m. 23A -1 Contract Award for 17th Street Water Main December 2, 2014 Page 2of3 Improvements: Bristol Street to Broadway A Notice Inviting Bids was advertised on August 18 and 19, 2014, and bids were opened on September 9, 2014. The following is a summary of the bid invitations mailed and received, and the bid results: Contractor Participation Data Santa Ana contractors receiving notices 6 Contractors requesting bidding documents 28 Bids received 15 Bids received from Santa Ana contractors 0 Bid Results Summary RANK BIDDER'S NAME LOCATION BID 1 Paulus Engineering, Inc. Anaheim $1,593,540.00 2 Mamco, Inc. Riverside $1,646,464.64 3 Dominguez General Engineering Inc. Pomona $1,658,000.00 4 Stephen Doreck Equipment Rentals, Inc. Pico Rivera $1,685,180.00 5 GMZ Engineering Inc. Agoura Hills $1,790,050.00 6 J.A. Salazar Construction & Supply Corp. La Habra $1,807,575.00 7 Williams Pipeline Constructors Inc. Somis $1,827,308.00 8 Sully - Miller Contracting Company Brea $1,898,000.00 9 Vido Samarzich, Inc. Alta Loma $1,998,760.00 10 Environmental Assessment and Remediation Management, Inc. Riverside $2,052,770.00 11 J. De Sigio Construction, Inc. Baldwin Park $2,108,450.00 12 Christensen Brothers General Engineering Inc. Apple Valley $2,178,500.00 13 GRFCOInc., Brea $2,193,190.00 14 T.E. Roberts Inc. Orange $2,328,670.00 15 Kennedy Pipeline Construction, Inc. Aliso Viejo $2,648,992.00 15 bids were received and considered responsive, with Paulus Engineering, Inc., submitting the lowest responsive bid. The bid amount of $1,593,540 is comparable to the Engineer's Estimate of $1,340,900. Based on the bids received, staff recommends award of this contract to Paulus Engineering, Inc. STRATEGIC PLAN ALIGNMENT Approval of this item supports the City's efforts to meet Goal #6 Community Facilities & Infrastructure, Objective #1 (establish and maintain a Community Investment Plan for all City assets), Strategy B (equitably maintain existing streets and associated assets in a state of good repair so they are clean, safe and aesthetically pleasing for all users). 23A -2 Contract Award for 17th Street Water Main Improvements: Bristol Street to Broadway December 2, 2014 Page 3 of 3 ENVIRONMENTAL IMPACT In accordance with the California Environmental Quality Act, the recommended actions are exempt from further review. Categorical Exemption Environmental Review No. ER #2011 -67 was filed for this project and a Class 2 Categorical Exemption was granted. FISCAL IMPACT The estimated total delivery cost of this project is $2,071,602, which includes construction, contract administration, inspection, testing, surveying, and contingencies (Exhibit 2). Funding is available in the Water Capital Projects Fund (Account No. 06617620 - 66301, Activity Nos. 11641602028 and 11641602027). rreb M usavipo Executive Director Public Works Agency FM /EWG /KW Exhibits: 1. Vicinity Map 2. Cost Analysis APPROVED AS TO FUNDS AND ACCOUNTS: Francisco Gutierrez Executive Director Finance & Management Services Agency 23A -3 23A -4 23A -5 Exhibit 1 23A -6 COST ANALYSIS CONSTRUCTION OF THE 17TH STREET WATER MAIN IMPROVEMENTS BRISTOL STREET TO BROADWAY Construction Contract Contract Administration Inspection and Testing Survey Staking Contingencies (15 %) TOTAL ESTIMATED DELIVERY COSTS P &7z $1,593,540 $119,516 $95,612 $23,903 $239,031 2 071 60 CITY OF SANTA ANA CONSTRUCTION CONTRACT Project 116416 Seventeenth Street Water Main Improvements; Bristol Street to Broadway This CONSTRUCTION CONTRACT is made and entered into this 2 " day of December, 2014, by and between the CITY OF SANTA ANA, CALIFORNIA, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California, hereinafter referred to as "CITY" and Paulus Engineering Inc., hereinafter referred to as "CONTRACTOR ". WITNESSETH: The CITY and the CONTRACTOR, for the consideration hereinafter named, mutually agree as follows: 1. CONTRACTOR agrees to perform all the work and furnish all the materials at its own cost and expense necessary to construct and complete in a good and workmanlike manner and to the satisfaction of the City Engineer of the CITY, the Seventeenth Street Water Main Improvements ( "Work of Improvement ") identified in and in accordance with the Contract Documents prepared by the City's Public Works Agency and approved by the City Council. 2. The complete Construction Contract consists of the "Contract Documents," which include the following: • ... Notice Inviting Bids • ... Information to Bidders • ... Bid Proposal • ... Bid Bond • ... Contract Form • ... Contract Bonds Special Provisions • ... Technical Provisions •... Project Plans • ... Appendix In case of conflict between the Contract Documents, the precedence of documents shall be as established in the Standard Specifications for Public Works Construction. CITY agrees to pay and CONTRACTOR agrees to accept in full payment for this Work of Improvement the sum total amount not to exceed $1,832,571, as set forth and identified in the BID PROPOSAL, which is attached hereto and incorporated herein as Exhibit "A ". The BID PROPOSAL contains a schedule of unit price(s) or lump sum(s) based on approximate quantities only, and the City does not expressly or by implication agree that the actual Page 1 of 3 23A -8 CITY OF SANTA ANA CONSTRUCTION CONTRACT Project 116416 Seventeenth Street Water Main Improvements; Bristol Street to Broadway BID PROPOSAL contains a schedule of unit price(s) or lump sum(s) based on approximate quantities- only, and the City does not expressly or by implication agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any class or portion of the work or to omit portions of the work as may be deemed necessary or advisable. 4. CONTRACTOR agrees to complete the Work of Improvement within the time specified in the Time for Completion of Improvements section of the BID PROPOSAL (Exhibit "A ") including commencing construction within the timeframe therein specified after issuance of a Notice to Proceed. 5. The CONTRACTOR will pay, and will require all subcontractors to pay, all employees on the Work of Improvement a salary or wage at least equal to the prevailing salary or wage established for such work as set forth in the wage determinations for this work in accordance with applicable State and Federal law. 6. CONTRACTOR shall, after award of this Contract, furnish two bonds to be approved by the CITY, one in the amount of One Hundred Percent (100 %) of the Contract price, to guarantee the faithful performance of the work (Performance Bond), and one in the amount of One Hundred Percent (100 %) of the Contract price to guarantee payment of all claims for labor and materials furnished (Payment Bond). This Contract shall not become effective until such bonds are supplied to and approved by the CITY. CONTRACTOR shall, prior to the release of the performance and payment bonds or the retention payment, furnish a warranty performance and payment bond equal to at least ten (10 %) percent of the final Contract price or $1,000, whichever is greater (Warranty Bond). Sample bonds are attached hereto and incorporated herein as Exhibit "B" Page 2 of 3 23A -9 CITY OF SANTA ANA CONSTRUCTION CONTRACT Project 116416 Seventeenth Street Water Main Improvements; Bristol Street to Broadway IN WITNESS WHEREOF, the parties hereto have executed this Construction Contract on the day and year first above written. ATTEST: MARIA D. HUIZAR Clerk of the Council APPROVED AS TO FORM: SONIA R. CARVALHO City Attorney BY Lisa Storck Assistant City Attorney CITY OF SANTA ANA DAVID CAVAZOS City Manager RECOMMENDED FOR APPROVAL: Fred Mousavipour, P.E. Executive Director, Public Works Agency CONTRACTOR: Paulus Engineering, Inc. C Page 3 of 3 23A -10 23A -11 CON FRAC 11 I C.)CUL MI::::::I14 11 CITY OF SANTA ANA ADVERTISEMENT PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS NOTICE INVITING BIDS NOTICE IS HEREBY GIVEN that the City of Santa Ana, California will receive at City Hall -Ross Annex, (M -22), 20 Civic Center Plaza, Santa Ana, California 92701, the Public Works Agency Third Floor Receptionist. (see attached map), on or before the hour of 2:00 p.m. on Tuesday October 21, 2014 sealed bids and /or proposals for PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS BRISTOL STREET TO BROADWAY Notice is hereby given BIDDERS that in accordance with the provisions of the California Labor Code, not less than the prevailing rate of per diem wages for each craft or type of worker and mechanic needed to execute the contract in the locality in which the work is to be performed, and not less than the general prevailing rate of per diem wages for holiday and overtime work as determined by the Director of Industrial Relations of the State of California shall be paid to all workers employed. Each bid shall be accompanied by cash, a cashier's or certified check payable to the City of Santa Ana, or bid bond issued by a corporate surety, for an amount not less than ten percent (10 %) of the aggregate of the bid, as a guarantee that the BIDDER will enter into the proposed contract if the same is awarded to him. THE SIGNATURE OF THE BIDDER ON THE BID BOND MUST BE NOTARIZED. The City Council reserves the right to reject any or all bids. The successful BIDDER must possess or obtain a valid California Class (A or C34) Contractor's license prior to the scheduled award date of this contract. Substitution of securities for any monies withheld by the City of Santa Ana to ensure performance is allowed in accordance with the Public Contract Code. Complete electronic sets of the Plans and Specifications will be furnished upon application at the Public Works Agency counter, First Floor, 20 Civic Center Plaza, Ross Annex, Santa Ana, California 92701. Plans and Specifications are available in portable document format (PDF) on a compact disk (CD) only. There is no charge for the Plans and Specifications on CD. PWA Counter Business Hours are 9:00am to 4:00pm, Monday thru Thursday. Call the PWA Projects Information Line at 714 - 647 -5680 for availability of CDs. iv S,&t 1- c NohceIv,Afi.,Bld, 03222014 23A -1 2 CITY OF SANTA ANA ADVERTISEMENT PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS To request a CD by mail, the Contractor must submit an email request to sarmour@santa ana..2rg and provide the following information: Company name, mailing address, phone number, Fed Ex account, and email Subject heading: CD Request for <project no.> < project name >. Checks are no longer accepted. Addenda will be issued by email to those who received CDs directly from the Public Works Agency. DO NOT CALL PURCHASING DIVISION REGARDING PUBLIC WORKS AGENCY PROJECTS. v S,&t 1- c NohceIv,Afi.,Bld, 03222014 23A -1 3 CITY OF SANTA ANA INSTRUCTIONS INTENT OF BID PROPOSAL The purpose of this Bid Proposal is to identify a Prime Contractor to enter into a contract with the City of Santa Ana, referred to as AGENCY, to complete the work shown on the Contract Documents. BID PROPOSAL The Bid Proposal shall be correctly executed and submitted in accordance with the Notice Inviting Bids. The Bid Proposal shall contain the legal name and address of the BIDDER and any SUBCONTRACTORS to be used. If the BIDDER is a corporation, it is important to state the appropriate officers. The Bid Proposal shall be accompanied by all Proposal Documents listed and identified in the "Proposal" section of the Contract Documents to successfully submit a bid. The contractor's bid may be considered non - responsive if any of the documents or forms are not included. The bid package shall be enclosed in a sealed envelope plainly marked on the outside as instructed in the Notice Inviting Bids. Proposals may be mailed, with return address, or delivered by messenger. However, it is the BIDDER'S own responsibility to ensure delivery of the proposal to the location and prior to the bid opening hour stipulated in the Notice Inviting Bids. Late bids will not be considered. EXAMINATION OF CONTRACT DOCUMENTS AND PROJECT SITE It is the BIDDER's responsibility to carefully examine the Contract Documents including the Plans and Specifications, visit the project site, and become fully informed as to all existing conditions and limitations involved in the work. The BIDDER shall include in the bid sum a contract price sufficient to cover all items, including labor and materials, that are required or implied for a complete project as shown and described in the Contract Documents. The BIDDER shall be satisfied as to the character, quality, and quantities of work to be performed, materials to be furnished, and as to the requirements of the proposed contract. Bidders shall not, at any time after submission of the bid, dispute, complain, or assert that there was any misunderstanding in regard to the nature or amount of work to be done. It is mutually agreed that the submission of a Contractor's Bid Proposal shall be prima facie evidence that the Bidder has made such examination and is satisfied as to the conditions to be encountered in performing the work, and as to the requirements of the proposed Plans and Contract Documents. 3 SeRion 2 - b l rrformatlonSidders 09 -22 -2014 23A-14 CITY OF SANTA ANA INSTRUCTIONS CONSTRUCTION CONTRACT AND CONTRACT DOCUMENTS The Construction Contract will either contain or by reference identify all of the documents which comprise the Contract. The Construction Contract incorporates, by reference, a List of Documents which completes the Contract Documents. The List of Documents may be found in the INSTRUCTIONS section of the Contract Documents. The Contract Documents, including any plans and specifications, and drawings thereof, are intended to complement each other so that any work exhibited in either, whether in the other or not, is to be furnished, as if shown or required by all the documents including the plans, specifications, and drawings. In the event there is conflict amongst the Contract Documents, the Special Provisions establishes the precedence of documents. In case of conflict between the Contract Documents, the precedence of documents shall be as established in the Special Provisions. INTERPRETATION OF CONTRACT DOCUMENTS Requests for interpretation must be received at least five (5) days prior to the bid opening date. The person submitting the request will be responsible for its prompt delivery. Any interpretation or correction of the documents will be made only by an Addendum, and a copy of such will be mailed or delivered to each person or contractor on the plan - holders list in receipt of a set of such documents. The AGENCY will not be responsible for any other explanations or interpretations or any oral interpretation of the meaning of the Contract Documents, including Plans and Specifications. Telephone communications with AGENCY staff are not encouraged, but are permitted. However, any such oral communication shall not be binding on the AGENCY. _I• ►IG Any addenda issued during the time the bid is advertised shall become part of the Contract Documents, and shall be considered in the bid package. Before submitting a bid, each BIDDER is responsible to become informed as to whether or not addenda have been issued. It is the BIDDER's responsibility to notify the AGENCY regarding receipt of addenda, if any. REVIEW OF BIDS The AGENCY will check each bid item unit price and amount for all the bids submitted. In case of a discrepancy between the correct product of the quantity multiplied by the unit price and the subtotal amount entered by the BIDDER, the correct product shall prevail. 4 SeRion 2 - b l rrformatlonSidders 09 -22 -2014 23A-1 5 CITY OF SANTA ANA INSTRUCTIONS In case of a discrepancy between the correct sum of the individual subtotal amounts and the total bid amount entered by the BIDDER, the correct sum shall prevail. If a unit price is not legible or is missing, the amount for that contract bid item shall be divided by the quantity to arrive at the unit price. The bid total shall be corrected and the results shall be considered as representing the bidder's intention. Proposals in which the prices are obviously unbalanced may be rejected. If a Bid contains discrepancies that make it difficult or impossible to determine the bidder's intention, then such Bid may be considered unresponsive, in which case the bid may be rejected. 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, as prime contractor, for the same work. A person, firm or corporation who has submitted a sub - proposal to a bidder, or who has quoted prices on material to a bidder, is not hereby disqualified from submitting a sub - proposal or quoting prices for other bidders. Reasonable grounds for believing that any individual, firm, partnership, corporation or combination thereof is interested in more than one proposal for the work contemplated may cause the rejection of all proposals in which such individual, firm, partnership, corporation, or combination thereof is interested. If there is reason for believing that collusion exists among the BIDDERS, any or all proposals may be rejected. WITHDRAWAL OF BID PROPOSAL A bid proposal may be withdrawn by submitting a written request signed by the BIDDER. Such requests must be delivered to the AGENCY'S Public Works Agency Executive Director prior to the bid - opening hour stipulated in the Notice Inviting Bids. Bids may not be withdrawn after said hour without forfeiture of the bid proposal guarantee which shall remain in effect for 60 days after opening bids. The withdrawal of the proposal will not prejudice the right of the BIDDER to submit a new proposal, providing there is time to do so, or to submit a new proposal if there is a rebidding of the same project. BID PROTEST Any bid protest must be submitted in writing to Executive Director of Public Works Agency, City of Santa Ana, 20 Civic Center Plaza M -21, Santa Ana, CA 92701 before 5:00 p.m. of the 5th business day following bid opening. Bid protests sent via mail or overnight carrier must be received by the AGENCY by 5:00 pm of the 5th business day following bid opening in order to be deemed timely. Hand delivered protests must be provided to the receptionist in the City 5 SeRion 2 - b l rrformatlonSidders 09 -22 -2014 23A-1 6 CITY OF SANTA ANA INSTRUCTIONS Hall Annex /Public Works Counter on the first floor of the City Hall Annex. a. The initial protest document shall contain a complete statement of the basis for the protest. b. The protest shall refer to the specific portion of the Contract Document which forms the basis for the protest. c. The protest shall include the name, address, and telephone number of the person representing the protesting party. d. The party filing the protest shall concurrently transmit a copy of the initial protest document and any attached documentation to all other parties with a direct financial interest, which may be adversely affected by the outcome of the protest. Such parties shall include all other BIDDERS or proposers who appear to have a reasonable prospect of receiving an award depending upon the outcome of the protest. If staff is aware a protest has been filed prior to the opening of bids, the AGENCY shall announce at bid opening who such parties shall be. e. Should a written bid protest be filed in a timely fashion, a protest hearing shall be held before the Executive Director of Public Works or designee on the 10th business day following bid opening at 10:00 am in the conference room on the fourth floor of the City Hall Annex at 20 Civic Center Plaza, City of Santa Ana, Santa Ana, California 92701. All interested parties may appear and offer testimony at this bid protest hearing. Formal rules of evidence shall not apply at this hearing, nor shall testimony under oath be required. The burden of proof shall be on the party submitting the protest to demonstrate that the staff's determination of proposed low BIDDER is arbitrary and capricious, or unsupported by substantial evidence in the record. f. All BIDDERS are advised that if you challenge the AGENCY's award of contract in court, you may be limited to raising only those issues you or someone else raised at the public hearing described above, or in written correspondence delivered to the Executive Director of Public Works at or prior to the public hearing. g. The Executive Director of Public Works or designee will issue a written decision to the City Council on the protest, which shall also be promptly provided to all interested parties. If the Executive Director of Public Works or designee determines that a protest is frivolous, the party originating the protest may be determined to be irresponsible and that party may be determined to be ineligible for future contract awards. h. The procedure and time limits set forth in this paragraph are mandatory and are the BIDDER's sole and exclusive remedy in the event of Bid protest, and failure to comply with these procedures shall constitute a waiver of any right to further pursue the bid protest, including filing a Government Code Claim or legal proceedings. 6 SeRion 2 - b l rrformatlonSidders 09 -22 -2014 23A-1 7 CITY OF SANTA ANA INSTRUCTIONS NOTIFICATION OF CONTRACT AWARD Upon award of contract by the City Council, the successful BIDDER will be notified of award and requested to furnish an executed Construction Contract form with appropriate bonds and insurance certificates. EXECUTION OF THE CONTRACT The Construction Contract form and bond forms are included in the CONTRACT section of the Contract Documents. The Construction Contract shall be executed by the successful BIDDER, in triplicate, and returned, together with the contract bonds and insurance, within ten (10) calendar days from receipt of notice by the AGENCY. The BIDDER shall sign the Construction Contract using the legal firm name, business address, telephone number and email, and designate the type of business involved. Failure to execute a contract and submission of acceptable bonds and insurance as provided herein within the time limit above may be just cause for the annulment of contract award and the forfeiture of the bid proposal guarantee. No contract shall be binding upon the AGENCY until it has been completely executed by the Contractor, approved by the City Attorney, and executed by the AGENCY. After the AGENCY executes the Contract and approves the bonds and certificates of liability insurance, the AGENCY will send the successful BIDDER a copy of the fully executed Contract. I:11H:Ii701�, Each bid shall be accompanied by cash, a cashier's or certified check payable to the City of Santa Ana, or a bid bond issued by a corporate surety, for an amount not less than ten percent (10 %) of the aggregate of the bid and ALL bid alternates, as a guarantee that the BIDDER will enter into the proposed contract if the same is awarded to the BIDDER. Any bid submitted without any of the above shall not be considered. THE SIGNATURE OF THE BIDDER ON THE BID BOND MUST BE NOTARIZED. RETURN OF PROPOSAL GUARANTIES Within ten (10) days after the award of the contract, the AGENCY will return the proposal guaranties, other than Bid Bonds, except any guaranties that have been forfeited. 7 SeRion 2 - b l rrformatlonSidders 09 -22 -2014 23A-1 8 CITY OF SANTA ANA INSTRUCTIONS LICENSE REQUIREMENTS At the time the contract is awarded, the contractor shall be properly licensed in accordance with the laws of the State of California, and must possess a contractor's license as identified in the Notice Inviting Bids. ASSIGNMENT OF CONTRACT In accordance with Section 4552 of the Government Code, the BIDDER shall confirm that in submitting a bid to a public purchasing body, the BIDDER offers and agrees that if the bid is accepted, it will assign to the purchasing body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 USC Sec. 15) or under the Cartwright Act [Chapter 2 (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professional Code], arising from purchases of goods, materials, or services by the BIDDER for sale to the purchasing body pursuant to the bid. Such assignment shall be made and become effective at the time the purchasing body tenders final payment to the BIDDER. No assignment by the contractor of any contract to be entered into hereunder or of any part thereof, or of funds to be received there under by the contractor, will be recognized by the AGENCY unless such assignment has had the prior approval of the AGENCY and the surety has been given due notice of such assignment in writing and has consented thereto in writing. NON - COLLUSION AFFIDAVIT The AGENCY shall require all bidders to execute and submit a non - collusion affidavit with the Bid Proposal. The AGENCY reserves the right to accept the non - collusion affidavit before the award of the contract. Bidders are required to inform themselves fully of the conditions relating to construction and labor under which the work will be performed. Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code. Pursuant to the provisions of Section 1773.2 of the Labor Code of the State of California, the minimum prevailing rate of per diem wages for each craft, classification or type of workman needed to execute the contract shall be those determined by the Director of Industrial Relations of the State of California. LABOR DISCRIMINATION Attention is directed to Section 1735 of the Labor Code, as added by Chapter 643, Statutes of 1939, which reads as follows: 8 SeRion 2 - b l rrformatlonSidders 09 -22 -2014 23A-1 9 CITY OF SANTA ANA INSTRUCTIONS "No discrimination shall be made in the employment of persons upon public works because of the race, religious creed, color, national origin, ancestry, physical handicap, medical condition, marital status, or sex of such persons except as provided in Section 1420, and every contractor for Public Works violating this Section is subject to all penalties imposed for a violation of the Chapter." A copy of the Certification of Nondiscrimination by Contractors, as provided in the PROPOSAL section of these Contract Documents, shall be executed by BIDDER and submitted with the Bid. DISCREPANCIES AND MISUNDERSTANDINGS BIDDERS shall satisfy themselves by personal examination of the work site, Contract Documents including the Plans and Specifications (and by any other means as they believe necessary) as to the actual physical conditions, requirements, and difficulties under which work must be performed. No BIDDER shall at any time after submission of a proposal make any claim or assertion that there was any misunderstanding or lack of information regarding the nature or amount of work necessary for the satisfactory completion of the job. Any errors, omissions, or discrepancies found in the Contract Documents including the Plans and Specifications shall be called to the attention of the AGENCY and clarified prior to the submission of bid proposals. RETENTION At the request and expense of the contractor, securities equivalent to the ten percent (10 %) withheld from progress payments pursuant to the AGENCY's Standard General Conditions shall be deposited with the AGENCY or a state or federally charted bank as the escrow agent, who shall pay such monies to the contractor upon satisfactory completion of the contract. Securities eligible for investment shall include those listed in Section 16430 of the Government Code or bank or savings and loan certificates of deposit. The contractor shall be the beneficial owner of any securities substituted for monies withheld and shall receive any interest thereof. SUBSTITUTIONS Where the specifications or drawings specify any material, product, thing, or service by the more brand names, whether or not "or equal" is added, and a bidder wishes to propose the use of another item as being equal, he shall request approval therefore as set forth in Section 4 -1.6 of the Standard Specifications. 9 seotioo 2 - b Ho,mauooeidde,a 0922 -2014 23A-20 CITY OF SANTA ANA PROPOSAL PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS iaF� »z•�•xy_�� TO: CITY COUNCIL OF TI I CITY OF SANTA ANA FROM: / / r ✓ r o �- r s i REQUIREMENT: The undersigned bidder declares that they have carefully examined the location of the proposed work, that they have examined the Contract Documents including the Plans and Specifications, read the Notice Inviting Bids, and reviewed the Summary of Bid Proposal Documents, List of Contract Documents, and Information to Bidders for Proposal Submission, and hereby proposes to furnish all material and do all the work required to complete the said work in accordance with said plans (if any) and the specifications for the unit price(s) or lump sum(s) set forth in the following schedule: Item Bid Item Unit Qty Base Bid Base Bid Alternate# Alternate #1 Night Night lUnit Price Day Work Work Unit Work Day Work Amount Price Amount 1 8" Class 200 AWWA $z $ C900 P.V.C. Water Main LF 1,050 2 12" Class 200AWWA $ ac $1Gi /.O $ )C! �a � 0 4 C900 P.V.C. Water Main LF 4,985 Construct 1" Water 3. Service per City Std. EA 51 $ % %'one $ %/ r au $ / y ao $ %G oo Plan 1401 Construct 2" Water 4. Service per City Std. EA 24 $ ^, %p(7."� $ is $ 3t000 $ o Plan 1402 4" Service Connection 5. Including 4" RWGV EA 2 $ 6,90 $ 2�?- -y $ 37011 $ 7, 5/0 (Resilient Wedge Gate Valve) 4" Fire Line Connection 6' Including 4" RWGV $ + %p ,) $ 700 or $ 3W6 $ (Resilient Wedge Gate EA 2 Valve) P -la Section 3 - a P, p,.l 09.22 -2014 23A -21 CITY OF SANTA ANA PROPOSAL PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS Item Bid Item Unit Qty Base Bid Base Bid Alternate# Alternate #1 Night Night lUnit Price Day Work Work Unit Work Day Work Amount Price Amount New Fire Hydrant -b ®U 7 Assembly, Including EA 17 $y /��01 $ f " �o $ ®�� /o® Gate Valve and Lateral Pipe $ 1" Air Vacuum and Release Valve EA 4 9 Vertical Offset per City $ $ $ $,o Std. Plan 1413B EA 4 10. 8" Wedge Gate $� $ 2 `0 $ 6 T-00 0 $ a EA EA 12 11. 12" Resilient Wedge $ ,m 4-w $ ®!3 $ 000 $ a c ao Gate Valve EA 11 Bore and Jack, Install 12. Steel Casing and PVC EA 4 $ ado $ z,' $ e e $ eao0 , 90 Carrier Pipe 13. Traffic Loop Detector EA 45 $ ° $ /Z 3 7 5' $ c, $1__WQ_,4La 14. Signing and Striping LS 1 $ 2 $ �,7 $ $ � 15. Traffic Control and LS 1 $ $7-7,00'0 $ b $ Traffic Control Plan TOTAL BID ✓S y S S e�. OC "73 e The lowest responsible bidder shall be selected based on the BASE BID Amount. The City reserves the right to award the Base Bid, and any, all or none of the alternate Bid Items. TIME FOR COMPLETION OF IMPROVEMENTS AND LIQUIDATED DAMAGES The undersigned bidder hereby proposes to complete said work within one hundred and twenty five (125) working days after the commencement date stated in the Notice to Proceed. The bidder also proposes to commence construction of the Work within thirty (30) calendar days after issuance of a Notice To Proceed, and to continue in a diligent and workman -like manner without interruption, and to complete the construction thereof within the time specified above. P -ib Sect o 3 -a „ro��aI "v_22-2"1A 23A -22 CITY OF SANTA ANA PROPOSAL PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS The liquidated damages amount, in lieu of that specified in Subsection 6 -9 of the Standard Specifications, shall be $1000 per calendar day. The undersigned bidder acknowledges receipt of the following addenda issued for the above project. If no addenda have been received, write "none." List of Addenda Rece Firm: C— / Address: 2P-2 / — o ®. �o S� /,/.., FiP %"� Ci� `"OPz A ®G Telephone: Signature: The foregoing quantities are approximate only, being given as a basis for the comparison of bids, and the City does not expressly or by implication agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any class or portion of the work or to omit portions of the work as may be deemed necessary or advisable by the Engineer. All bids will be compared on the basis of the Engineer's estimated quantities of work. The bidder agrees that in case of not executing the required contract with necessary bonds within ten (10) calendar days, not including Sundays, after having received notice that the contract is ready for signature, the proceeds of the check or bond accompanying his bid shall become the property of the City of Santa Ana. The bidder also certifies that the bid is a balanced bid. In accordance with Section 7028.15 of the California Business and Professions Code, the undersigned certifies under penalty of perjury that the foregoing is true and correct. It is understood and agreed that: (1.)After the bid has been accepted, the designated contractor shall attend a pre -job conference. The contractor shall be informed of said time and location. (2.) No verbal agreement or conversation with any officer, agent or employee of the City, either before or after the execution of the Agreement shall affect or modify any of the terms or obligations of this Proposal. (3.)The City will not be responsible for any errors or omissions on the part of the undersigned in making up their bid, nor will bidder be released on account of errors. P -lc Se,Wo 3 -x PmposW 09 -22 -2014 23A -23 CITY OF SANTA ANA PUBLIC WORKS AGENCY 20 CIVIC CENTER PLAZA (M -82) SANTA ANA, CA 92701 TRANSMITTAL COVER SHEET DATE: October 8, 2014 SUBJECT: ADDENDUM NO.: ONE REMARKS: PAGES ATTACHED: 2 PROJECT NO.: 11 -6416 MAIL STATION: M -82 PLEASE REPLY VIA E -MAIL TO: Rudy R. E -MAIL ADDRESS: rrosas @santa- ana.org PHONE NO.: 714- 647 -3379 NOTE: UPON RECEIPT OF ADDENDUM, PLEASE COMPLETE AND SEND VIA E -MAIL TO THE CITY OF SANTA ANA ATTENTION: Rudy Rosas FAX NO.: 114- 641 -3345 1 HEREBY ACKNOWLEDGE RECEIPT OF ADDENDUM NUMBER: I PROJECT NAME: /����- Z�,. ®� . e — ✓s�riG (signature if faxed) COMPANY: / SIGNATURE: DATE: / /Xf, PRINT NAME: TITLE: 23A -24 z MAYOR Miguel A, Pulido MAYOR PRO TEM Sal Tinajero COUNCILMEMBERS Angelica Amezcua P. David Benavides Michele C. Martinez Roman A. Rayne Vincent F. Sarmiento October 7, 2014 GIN ►0 LL •► SUBJECT: PROJECT NO. IMPROVEMENTS 0 CITY OF SANTA ANA PUBLIC WORKS AGENCY M -86 P.O. Box 1988 Santa Ana, California 92702 CITY MANAGER David Cavazos CITY ATTORNEY Sonia R. Carvalho CLERK OF THE COUNCIL Maria D. Hulzar 11 -6416: SEVENTEENTH STREET WATER MAIN The following changes /clarifications have been made to the Contract Documents of the subject project: Page P -4, LIST OF SUE- CONTRACTORS 1. Discard Page P -4, LIST OF SUB - CONTRACTORS; Replace with the updated Page P -4, LIST OF SUB - CONTRACTORS: See attached. All other terms and conditions remain the same. FOR THE CITY OF SANTA ANA f `R6d.06 Rosas Senior Civil Engineer 23A -25 CITY OF SANTA ANA PUBLIC WORKS AGENCY 20 CIVIC CENTER PLAZA (M -82) SANTA ANA, CA 92701 DATE: October 16, 2014 SUBJECT: ADDENDUM NO.: REMARKS: PAGES ATTACHED: lliTl• i PROJECT NO.: 11 -6416 MAIL STATION: M -82 PLEASE REPLY VIA E -MAIL TO: Rudy R. E -MAIL ADDRESS: —rrosas@santa-ana.org PHONE NO.: 714- 647 -3379 NOTE: UPON RECEIPT OF ADDENDUM, PLEASE COMPLETE AND SEND VIA E -MAIL TO THE CITY OF SANTA ANA ATTENTION: Rudy Rosas FAX NO.: 114- 641 -3345 I HEREBY ACKNOWLEDGE RECEIPT OF ADDENDUM NUMBER: 2Z — PROJECT NAME: °�� .���� % - Q�Ie,, . "Of ""Z / /r' % ✓G (signature if faxed) COMPANY: SIGNATURE: DATE: PRINT NAME: TITLE: 23A -26 /r / i -P m VIAYOH Wigufli A. Pu6do WAYOR f Ro F, y ""fl Tfflajefo COUNCHAFMM RS Anqelfca Arra/(Aja P David Benavi(j,, M1(;he[u C Martinez Roman A Reyna Vincoof (- Sarn.iento October 15, 2014 ADDENDUM NO. TWO SUBJECT: PROJECT NO. IMPROVEMENTS CITY OF SANTA ANA PUBUC WORKS AGENCY M-36 P.O. BOX I')88 Santa Ana C-MIMIno W702 11-6416: SEVENTEENTH (A TY MANAGFP Da"O cavj/os C1 1 Y A r M)RNEY G1 rRK OF I HF C'OUNCIL Maria 1) F U17 11 STREET WATER MAIN The following changes/clarifications have been made to the Contract Documents of the subject i ect 1. Discard Page P-6, ADDITIONAL REFERENCES; Replace with the updated Page P-6, ADDITIONAL REFERENCES: See attached, All other terms and conditions remain the same. FOR THE CITY OF SANTA ANA Rodblfo- Rosas Senior Civil Engineer 23A-27 CITY OF SANTA ANA PROPOSAL PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS CONTRACTOR'S LICENSING STATEMENT The undersigned contractor, or corporate officer, declares under penalty of perjury that the following is true and correct. Contractor's Name: Business Address: Telephone: 7/� 3Z" 797-5 State Contractor's License No. and Class: Expiration Date: Signed: Title: S eobun 3 - a P.,OS.l 09 -22 -2014 P -ld 23A -28 r, n CITY OF SANTA ANA PROPOSAL OWNERSHIP AFFIDAVIT STATE OF CALIFORNIA ) COUNTY OF ORANGE ) SS: CITY OF SANTA ANA /� ) L-t , being duly sworn, deposes and says: ❑ INDIVIDUAL That he /she is the party making the foregoing proposal: ❑ PARTNERSHIP That he /she is a member of the co- partnership firm designated as: and who has been and is duly vested with the authority to make and execute instruments for the co- partnership by: who constitute the other members of the co- partnership. CORPORATION That he is of: i114 _. 4 5 % is 1 KCC' l V\ C a corporation which is making the foregoing proposal: ❑JOINT VENTURE That he is of: one of the parties making the foregoing proposal as a joint venture, and the he /she has been and is duly vested with the authority to execute instruments for an on behalf of the parties making said bid who are: that such a bid is genuine and not collusive or sham, and has not in any manner sought by collusion to secure any advantage against the City of Santa Ana or any person interested in the proposed contract, fpAimself or any other person. Signature of Subscribed and sworn to before me this day of 20 Signature of officer 40ministering Oath (Notary Public) ('14 o C, SutlonJ bProgrsel09 -22 -2014 P -2 23A -29 State of California County of Orange Subscribed and sworn to (or affirmed) before me on this 20th day of October, 2014 by proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me. (Notary Seat) CYNTHIA J. VALENCIA a Commission # 1952790 :r a':" z z re _._ Notary Puhlic - California z z y ., Orange County MY Comm. Expires Oct 15, 2015 OPTIONAL INFORMATION DESCRIPTION OF THE ATTACHED DOCUMENT (Title or description of attached document) Number of pages: Document Date: (Additional Information) 23A -30 CITY OF SANTA ANA P Bond #7 -B PROPOSAL Premium nil KNOW ALL MEN BY THESE PRESENTS that, Paulus Engineering, Inc. as BIDDER, and North American Specialty_ Insurance _ company as SURETY, are held and firmly bound unto the CITY OF SANTA ANA, as AGENCY, in the penal sum of ten percent of amount bid Dollars ($ 10% ), which is ten percent (10%) of the total amount bid by BIDDER to AGENCY for the above- stated project, for the payment of which sum, BIDDER and SURETY agree to be bound, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is about to submit a bid to AGENCY for the above-stated project, if said bid is rejected, or if said bid is accepted and a contract is awarded and entered into by BIDDER in the manner and time specified, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of AGENCY. IN WITNESS WHEREOF the pa hereto have set their names, titles, hands, and seal this 29th dayof September 7014 BIDDER* Paulus En i ering, Inc. 2871 E. nado Street, Anaheim, CA 92806 714/632 -3322 By: SURETY* North kArican Specialty Insurance Company 714/550 -7799 6 Hutton Centre Drive, Ste. 850, Santa Ana, CA 92707 By: CHARLES L. FLAKE ff Subscribed and sworn to b this day of ,zo Signature: Notary Public in and for the County of State of *Provide BIDDER/ SURETY name, address, and telephone number and the name, title, address, and telephone number of authorized representative. Agent: Culbertson Insurance Services, Inc. 5500 E. Santa Ana Canyon Road #201 Anaheim, CA 92807 714/921 -0530 P -3 9dbn9 -U Pmpoa1098L301d 23A -31 CALIFORNIA JURAT WITH AFFIANT STATEMENT 7X See Attached Document (Notary to cross out lines 1 -6 below) See Statement Below (Lines 1 -5 to be completed only by document signer[s], not Notary) ............ ' f Signature of Document Signer No. 1 State of California County of ORANGE _ JAN C. IMORAN C6MI�. #1967021 G I fM j "_^'i NorARYPUBI.IC- CALIFORNIA ) 'T'hy ORANGE COUNTY - Comm. Exp. FEB, 17, 2016 Place Notary Seal Above Signature of Document Signer No. 2 (It any) Subscribed and sworn to (or affirmed) before me on this 29TH day of SEPTEMBER 20 14 _, by Date Month Year (1) CHARLES L. FLAKE Name of Signer proved to me on the basis of satisfactory evidence to be the person who appeared before me (.) (,) (and - Name of Signer proved to me on the basis of satisfactory evidence to be the pers'o�n who appeared before me.) Signature l,/ y!Tj � I USignature of Notary Public %ally 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. Top of thumb here Top of thumb here Further Description of Any Attached Document Title or Type of Document- __- Document Date: _ - -_ Number of Pages: ----- signers) Other Than Named Above: 02007 National Notary Association, 9350 De Soto Ave., P.O. Box 2402- Chalaworth, CA 91313 -2402• aeay NatonalNotaryorg Item #5910 Reorder: Call Toll Free 1- 800 -876 -6827 23A -32 NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE. COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State of New Hampshire, and having its principal office in the City of Manchester, New Hampshire, and Washington International Insurance Company, a corporation organized and existing under the laws of the State ofNcw Hampshire and having its principal office in the City of Schaumburg, Illinois, each does hereby make, constitute and appoint: DAVID L. CULBERTSON, CHARLES L. FLAKE, RICHARD A. COON, SPENCER FLAKE and LEXIE SHERWOOD JOINTLY OR SEVERALLY Its true and lawful Attorney(s)• ti -Fact, to make, execute, seal and deliver, for and on its behalf and as its act acrd deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: FIFTY MILLION ($50,000,000.00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty hisliTmOO Company and Washington International Insurance Company at meetings duly called and held on the 9" of May, 2012: "RESOLVED, that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power ofAttomey qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FARTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate hearing such facsimile signatures or facsimito seal shall be .binding upon the Company when so affixed and lu the future with regard to any bond, undertaking or contract of surety to which it is attached nvmumn \sscawut`'r °2p,� 3$rF.GyeDdRapc,�'�� �/,y/�/ri tlbNA4jda„ 0.POjt,�'r 1} Sg(l� "rFgm _, 'm= g 1W3 !urs49 By V' 1... stevcn P. Andarsary Senior vice PreeWenl or Wnshinaton rnternafinnal lnP nonce GOmpany &Senior vice President oFNOr@ American Specialty lnsuronoe Cnm $$$ F` yl 5 4� nn ` vl� 7i / / / /IIIIan1Pt05 Ry naritl 11 Leynwn, Vicn Presidentar Washingta v lnlernaaonnl Ivsurnnce Campavy tgnlmims & Vice Proidant of Rorih Anlericnn Spcciaay Inaw•nnce CnmPany BQ WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Core have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers thisl7th day of _. y 20--- North American specialty Insurance Company Washington International Insurance Company State of Illinois County of Cook ss: On this _17th day of Iuly �, 2014 ,before me, a Notary Public personally, appeared Steven P Anderson , Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and David M. Layman , Vice President of Washington International Insurance Company and Vice President of North American Specialty Insurance Company, personally known tome, who being by me duty sworn, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. "IC4ti SEAL.. SKLENS c, State of Illinois Domra D. Skiers, Notary Public ioa& ires,lO1QF/21115. I, Jeffrey Goldberg the duly elected —Assistant Secretary of North American Specialty Insurance Company and Washington International Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington international Insurance Company, which is still in fall force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals of tho Companies this zstr day of septem er. , 20 14 . infhey ceidharg, Vice Proddcnt& Muislant secreary of Wehnmoe loremaiianei n Company &Ncne Amricn° poet *h y /nsumroe corn Pa "Y J ' JL State of California County of Orange Subscribed and sworn to (or affirmed) before me on this 29th day of September, 2014 by proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me. Signatu� (Notary Sea]) CYNTHIA J. VALENCIA ' Commission # 1952790 a : < Notary Puhlic - California z z Orange County "'°F ° " My Comm. Expires Oct 15, ?0151 OPTIONAL INFORMATION DESCRIPTION OF THE ATTACHED DOCUMENT (Title or description of attached document) Number of pages: Document Date: (Additional Infnnnation) CITY OF SANTA ANA PROPOSAL LIST OF SUB - CONTRACTORS Section 4100 et. seq. of the Public Contract Code requires listing of all subcontractors and their California contractor license with the bid for all subcontract work exceeding the following amount: • Streets, highways including bridge projects: %% of the bid or $10,000, whichever is greater • Buildings, parks, or other projects: %% of the bid BIDDER proposes to subcontract certain portions of the work to the firms listed below: NAME /� /����" j'4, x nZ%, NAME LOCATION y- e,.-a -1 G� !PA 2P LOCATION PHONEr PHONE — TYPE OF WORK ;„ f TYPE OF WORK a AMOUNT$ _ ,,�.7 AMOUNT$ License No. leg '7l License No. NAME LOCATION /yam / PHONE TYPE OF WORK AMOUNTS License No. ✓C p �� " N PHONE TYPE OF WORK AMOUNT$ License No. NAME NAME lima /gym. G"�' - — LOCATION 'LOCATION PHONE s 20 2 PHONE TYPE OF WORK 1 ��/� �� , , TYPE OF WORK AMOUNT$ AMOUNTS License No. License No. 0110=0 LOCATION _ PHONE TYPE OF WORK AMOUNT$ License No. Signatur f Bidder Sxndo 3 - bCwparnl0222201- NAME LOCATION PHONE TYPE OF WORK AMOUNT$ License No. P -4 23A -35 CITY OF SANTA ANA PROPOSAL REFERENCES The following are the names, addresses, and telephone numbers for THREE public agencies for which BIDDER has performed similar work within the past three years. 1. 2. 3. #-T iAc-H ? ry Name and Address of Owner. Name and Telephone Number of person familiar with project. Contract Amount Type of Work Date Completed Name and Address of owner. Name and Telephone Number of person familiar with project. Contract Amount Type of Work Date Completed Name and Address of owner. Name and Telephone Number of person familiar with project. Contract Amount Type of Work Date Completed The following are the names, addresses, and telephone numbers of all brokers and sureties from whom BIDDER intends to procure insurance and bonds. 5EW 4 r-rricA/e.'tj P -5 S.bl n3 -b P.,ncl09- 22-2014 23A -36 Bidders G �ffll DESIGNATION OF SURETIES 23A -37 9 UD Ir.11L�P� �f 97G�`i 6 ss3.e PA A5�1 23A-38 _ _/\ f }\ \ �_&\ 2 ` a) 33337 Q. /)�\ / \\ !\ \\ ®°°@` &wzk \\ , /7E / \& ��`: mzZ > ` /(4Q a% - /] \7 7 \ §! \) /y/ \ / }\ \;§# 2w$! /)[ /S \Osz] \ 7 }�\) �� / \ \\ j\\\\ L) Cl) \\ ()\\\ 0 \7 fk . )\ » a z z ) , /ƒ § § 5 = 3 \\ \ \ } ) m , 3` e / \ )\§ /m{ ) / m \< - 0 r- co LO LO ® 0 « ® 0 ® ® a _ 23A-38 23A -39 C :) ?__= c 'l0 Lo c N U) ) p O � U .` N f0 N C _ N Q w N >S i 23A-40 « /.\ ((( ! K 77 [ /\c \ -§- e - &!r ` 73®® c �@)/ Em >M leee 0 0 r E e�`j\ /)< / �� \\ j (D \ /) /\ ml \ U) <_§£] ]%,±ate ° g ¥E {° [\(a ¥[ 7)r })/ /\§ \/2 7'E j /za4 ° 2-1 0 0025 $ « $ z z z z CN CD { \ \ / \ \ \ \ LO 23A-40 CITY OF SANTA ANA PROPOSAL ADDITIONAL REFERENCES The following are additional names, addresses, and telephone numbers for public agencies for which the BIDDER or Subcontractor has performed placement of water main construction in the past 5 years. 1. %1PULTosJ Zh (o L °= 1�.4!� 4%E%Y /� /S%� ®4 Narrne and Address of Owner. 2. _ 2S"- 3x- Z Name and Telephone Number of person familiar with project. 6? 30,()06) /if3tttt z/A Contract Amount Type of Work Name and Address of owner. Date Completed %= 03`J ~ %0F c 7-CJ Name and Telephone Number of person familiar with project. C/ Contract Amount Type of Work Date Completed (f /T-- OF H 9aiT1r i( 9Q_t) --- CH Name and Address of owner. )eS�0U Name and Telephone Number of person familiar with project. 2 Q�LfL E r iELe Z- /" Contract Amount Type of Work Date Completed The following are the names, addresses, and telephone numbers of all brokers and sureties from whom BIDDER intends to procure insurance and bonds. P -6 1- b movos d ooa_ -zo u 23A -41 [elk W9141 SI _ V i 1 _L 1 P 1_ 1 PROPOSAL NON - COLLUSION AFFIDAVIT (Title 23 United States Code Section 112 and Public Contract Code Section 7106) In accordance with Title 23 United States Code Section 112 and Public Contract Code 7106 the BIDDER declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the BIDDER has not directly or indirectly induced or solicited any other BIDDER to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived or agreed with any BIDDER or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the BIDDER has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the BIDDER or any BIDDER, or to fix any overhead, profit, or cost element of the bid price, or of that of any other BIDDER, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the BIDDER has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. Note: The above Non - collusion Affidavit is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Non - collusion Affidavit. BIDDERS are cautioned that ma a false certification may subject the certifier to criminal prosecution. Signed State of California f County of Subscribed a61 sworn to (or affirmed) before me on this � — day of 204 by c'ru� �ti proved to me on the basis of satisfactory evidence to be the p�rson(s) who appeared before me r G "r` Notary ublic S goture Notary Public Seal m a ® ,CYNTHIA J. VALENCIA Commission la 1952790 Notary Puhlic - California q � e Orange County My Comm. Expires Oct 15, 2095 N P -7 Section 3 -b Proposal 09 -22 -201 n 23A -42 CITY OF SANTA ANA PROPOSAL NON - DISCRIMINATION CERTIFICATE The undersigned contractor or corporate officer, during the performance of this contract, certifies as follows: 1. The Contractor shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Contractor shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment without, regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. 2. The Contractor shall, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. 3. The Contractor shall send to each labor union or representative of workers with which he /she has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the Contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 4. The Contractor shall comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. 5. The Contractor shall furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his /her books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation, to ascertain compliance with such rules, regulations, and orders. 6. In the event of the Contractor's non - compliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, the contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Execution Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order P -8 Section3 -b Pmp se109 -22 -2014 23A -43 CITY OF SANTA ANA PROPOSAL 11246 of September 24, 1965, or by rule, regulations, or order of the Secretary of Labor, or as otherwise provided by law. 7. The Contractor shall include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontract or purchase order as the administering agency may direct as means of enforcing such provisions, including sanctions for noncompliance; provided, however, that in the event the Contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency, the Contractor may request that the United States enter into such litigation to protect the interests of the United States. 8. Pursuant to California Labor Code Section 1735, as added by Chapter 643 Stats. 1939, and as amended, No discrimination shall be made in the employment of persons upon public works because of race, religious creed, color, national origin, ancestry, physical handicaps, mental condition, marital status, or sex of such persons, a cept as provided in Section 1420, and any contractor of public works violating this Sectio s ubject to all the penalties imposed for a violation of the Chapter. Signed: Title: Firm: AN�S Cites i'� ee. -i�5 Date: /41 /ZZ/ P -9 SeMio 3 -b P,.,W 09 -22 -2014 23A -44 CITY OF SANTA ANA PROPOSAL STATEMENT REGARDING APPRENTICESHIP REQUIREMENTS The undersigned BIDDER is familiar with the requirements of Section 1777.5 of the State Labor Code regarding employment of apprentices, and understands that contractors on contracts exceeding $30,000 or 20 working days shall: 1. Apply to the joint apprenticeship committee administering the apprenticeship standards of the craft or trade in the area of the site of the public work for a certificate approving the contractor under the apprenticeship standards for the employment and training of apprentices in the area or industry affected. 2. Employ the number of apprentices or the ratio of apprentices to journeymen stipulated in the apprenticeship standards. 3. Contribute to the fund or funds in each craft or trade in which he /she employs journeymen or apprentices on the pu lic work, in the same amount or upon the same basis and in the same manner as the otVothe ontractors, except contractors not signatory to the trust agreement shall pay a like amou California Apprenticeship Council. Signed: Title: Z�l re -�- Firm: ' /iL�i l irTCri 1H�. Date: S,ctm 3 - b P.,,s 109 -22 -2014 P -10 23A -45 CITY OF SANTA ANA PROPOSAL STATEMENT REGARDING "ANTI- KICKBACK" REQUIREMENTS The undersigned is submitting this proposal for performing by contract the work required by these bid documents, agrees to comply with the Copeland "Anti- Kickback" Act (18 USC 74) as supplemented in the Department of Labor regulations (29 CFR, Part 3). This act provides that each contractor or subcontractor shall be prohibited from inducing, by any means, any person employed in the construction orr�epair of public work, to give up any part of the compensation to which he /she is otherwise enial . Signed: Title: Firm: i Date: T �� P -11. Section 3 - 6 Proposa109 -22 -2014 23A -46 CITY OF SANTA ANA �a Me] 901MA� PUBLIC CONTRACT CODE SECTION 10162 QUESTIONAIRE In conformance with Public Contract Code Section 10162, the BIDDER shall complete, under penalty of perjury, the following questionnaire: Has the BIDDER, any officer of the BIDDER, or any employee of the BIDDER who has a proprietary interest in the BIDDER, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation? Yes No X If the answer is yes, explain the circumstances in the following space. P -12 Se&.i 3 - b Pr ..... 109 -22 -2014 23A -47 . 71 0 Q 1 CITY OF SANTA ANA CONTRACT (^ PROJECT NO. 11 -6416 SEVENTENTH STREET WATER MAIN IMPROVEMENTS CONSTRUCTION CONTRACT This CONTRACT is made and entered into this _ day of , 20 by and between: The CITY OF SANTA ANA, CALIFORNIA, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California, hereinafter referred to as "CITY" and referred to as "CONTRACTOR." WITNESSETH: CONTRACTOR shall perform everything required to be performed, shall furnish and provide all the labor, materials, necessary tools, expendable equipment, utility and transportation services, all at its own cost and expense necessary to construct and complete in a good and workman- like manner, to the satisfaction of the City Engineer of the CITY, the following Work of Improvement therefore prepared by the City's Public Works Agency: (the "Work of Improvement ") all in accordance with the Contract Documents and Contractor's Proposal dated /_0- ,2(— aY2161 CITY and the CONTRACTOR, for the consideration hereinafter named, mutually agree as follows: 1. The complete Construction Contract consists of the Contract Documents set forth in Exhibit "A" which is attached hereto and incorporated herein by reference. In case of conflict amongst the Contract Documents, the precedence of documents shall be as. established in the Special Provisions. 2. CITY agrees to pay and CONTRACTOR agrees to accept in full payment for this Work of lArovement the stinulated sum of; A 2 I /1 A 11,p k Z64 d eCY rs as set forth in Exhibit "B" which is at ached hereto, incorporated herein by reference, and identified as BID PROPOSAL. The BID PROPOSAL contains a schedule of unit price(s) or lump sum(s) based on approximate quantities only, and the City does not expressly or by implication agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any class or portion of the work or to omit portions of the work as may be deemed necessary or advisable. Section 4- a Contra t 09 -22 -2014 C -1 a 23A -49 CITY OF SANTA ANA CONTRACT PROJECT NO. 11 -6416 SEVENTENTH'STREET WATER MAIN IMPROVEMENTS CITY agrees to make monthly payments and final payment in accordance with the method set forth in the Specifications. 3. CONTRACTOR agrees to complete the Work of Improvement within the time specified in Exhibit "C" which is attached hereto, incorporated herein by reference, and which time is indicated in the Time for Completion of Improvements section of the BID PROPOSAL. CONTRACTOR further agrees to commence construction within the days specified upon issuance of a Notice to Proceed indicated in Exhibit "C." 4. Time is of the essence on this Contract, and it is agreed that it would be impracticable or extremely difficult to ascertain the extent of actual loss or damage which the CITY will sustain by reason of any delay in the performance of this Agreement. It is, therefore, agreed that CONTRACTOR will pay as liquidated damages to the CITY the following sum: One Thousand Dollars ($1000.00) for each working day's delay beyond the time herein prescribed for finishing work. If liquidated damages are not paid, as designated by the CITY, the CITY may deduct the amount thereof from any money due or that may become due the CONTRACTOR under this Agreement in addition to any other remedy available to CITY. The CONTRACTOR shall not be assessed liquidated damages for any delay caused by the failure of a public utility to relocate or remove an existing utility required for the performance of this Contract. 5. The CONTRACTOR will pay, and will require all subcontractors to pay, all employees on the work of improvement a salary or wage at least equal to the prevailing salary or wage established for such work as set forth in the wage determinations for this work. Travel and subsistence pay shall be paid in accordance with Labor Code Section 1773.8. The CONTRACTOR shall forfeit to the CITY, as penalty, Fifty Dollars ($50.00) for each calendar day or portion thereof for each worker paid (either by him or any subcontractors under him) less than the prevailing rate described above on the work provided for in this Agreement, all in accordance with Section 1775 of the Labor Code of the State of California. 6. In the performance of this Contract, not more than eight (8) hours shall constitute a day's work, and the CONTRACTOR shall not require more than eight (8) hours in a day from any person employed by him hereunder, except as provided in the Labor Code of the State of California. The CONTRACTOR shall adhere to Article 3, Chapter 1, Part 7 (Sections 1810, et seq.) of the Labor Code of the State of California, and it is agreed that the CONTRACTOR shall forfeit to the CITY as a penalty the sum of Fifty Dollars ($50.00) for each worker employed in the execution of this Contract by the CONTRACTOR or any Section 4 . a Contmet 09 -22 -2014 C -1 b 23A -50 CITY OF SANTA ANA CONTRACT (� PROJECT NO. 11 -6416 SEVENTENTH STREET WATER MAIN IMPROVEMENTS subcontractor for each calendar day during which any worker is required or permitted to labor more than eight (8) hours in violation of that article. CONTRACTOR, by executing this Agreement hereby certifies: "I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Worker's Compensation or to undertake self - insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the work of this Contract." 8. CONTRACTOR shall, prior to the execution of this Contract, furnish two bonds approved by the CITY, one in the amount of One Hundred Percent (100 %) of the Contract price, to guarantee the faithful performance of the work, and one in the amount of One Hundred Percent (100 %) of the Contract price to guarantee payment of all claims for labor and materials furnished. This Contract shall not become effective until such bonds are supplied to and approved by the CITY. CONTRACTOR shall, prior to the release of the performance and payment bonds or the retention payment, furnish a warranty performance and payment bond equal to at least ten percent of the final contract price or $1,000, whichever is greater. Section 4 - a Contract 09-22-2014 C —I C 23A -51 CITY OF SANTA ANA CONTRACT PROJECT NO. 11 -6416 SEVENTENTH STREET WATER MAIN IMPROVEMENTS IN WITNESS WHEREOF, the parties hereto have executed this Contract on the day and year first above written. ATTEST: MARIA D. HUIZAR Clerk of the Council APPROVED AS TO FORM: SONIA R. CARVALHO City Attorney m Joseph Straka Assistant City Attorney Section 4 - a Contract 09- 22.2014 CONTRACTOR d , BY Name ,y� Title: ll %2�117�7 CITY OF SANTA ANA DAVID CAVAZOS City Manager RECOMMENDED FOR APPROVAL: Fred Mousavipour, P.E. Executive Director, Public Works Agency C -ld 23A -52 CITY OF SANTA ANA CONTRACT KNOW ALL MEN BY THESE PRESENTS that as CONTRACTOR and a corporation organized and existing under the laws of the State, and duly authorized to transact business under the laws of the State of California, as SURETY, are held and firmly bound unto the City of Santa Ana, as AGENCY, in the penal sum of Dollars ($ ), which is 100 percent of the total contract amount for the above stated project, for the payment of which sum, CONTRACTOR and SURETY agree to be bound, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas CONTRACTOR has been awarded and is about to enter into the annexed Contract Agreement with AGENCY dated for if CONTRACTOR faithfully performs and fulfills all obligations in the performance of the Work of Improvement to be done under said Contract Agreement in the manner and time specified therein, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of AGENCY; provided that any alterations in the obligations or time for completion made pursuant to the terms of the contract documents shall not in any way release either CONTRACTOR or SURETY, and notice of such alterations is hereby waived by SURETY. IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seal this day of , 20_ CONTRACTOR* SURETY* Subscribed and sworn to before me 20_ Signature: Notary Public in and for the County of Rate of premium on this bond is $ _ Total amount of premium charge is $ this day of_ State of perthousand. . To be filled in by Surety *Provide CONTRACTOR /ADMITTED SURETY name, address, and telephone number and the name, title, address, and telephone number of authorized representative. Sectiov4 - c CoohoctEmds 0 &22_2014 23A!53 CITY OF SANTA ANA CONTRACT KNOW ALL MEN BY THESE PRESENTS that as CONTRACTOR and a corporation organized and existing under the laws of the State, and duly authorized to transact business under the laws of the State of California, as SURETY, are held and firmly bound unto the City of Santa Ana, as AGENCY, in the penal sum of Dollars ($ ), which is 100 percent of the total contract amount for the above stated project, for the payment of which sum, CONTRACTOR and SURETY agree to be bound, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas CONTRACTOR has been awarded and is about to enter into the annexed Contract Agreement with AGENCY dated for if CONTRACTOR or any subcontractor fails to pay for any labor or material of any kind used in the performance of the Work of Improvement to be done under said Contract Agreement, or fails to submit amounts due under the State Unemployment Insurance Act with respect to said labor, SURETY will pay for the same in an amount not exceeding the sum set forth above, which amount shall insure to the benefit of all persons entitled to file claims under the State Code of Civil Procedures; provided that any alterations in the work to be done, materials to be furnished, or time for completion made pursuant to the terms of the contract documents shall not in any way release either CONTRACTOR or SURETY, and notice of said alterations is hereby waived by SURETY. IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seal this day of , 20_ CONTRACTOR* SURETY* Subscribed and sworn to before me ,20 Signature: Notary Public in and for the County of , State of this day of_ Rate of premium on this bond is $ per thousand. Total amount of premium charge is $ . To be filled in by Surety *Provide CONTRACTOR /ADMITTED SURETY name, address, and telephone number and the name, title, address, and telephone number of authorized representative. Section 4- c CoohoctEmds 09 22_ 2014 23A!.54 CITY OF SANTA ANA CONTRACT WORKERS' COMPENSATION INSURANCE CERTIFICATION As required by California Labor Code Section 1860 and 1861, the Contractor certifies as follows: I am aware of the provisions of Section 3700 of the Labor Code, which requires every employer to be insured against liability for worker's compensation or to undertake self- insurance in accordance with the provisions of the Code, and I will comply with such provisions before commencing the performance of the work of this contract. If I, as the Contractor, now or at any time during the course of this agreement, qualify as an employer under California Labor Code Section 3300, unless the hired employee(s) is (are) persons excluded by said Labor Code, I shall furnish the City of Santa Ana with an insurance certificate from my workers' compensation insurance carrier certifying that I carry such insurance and that the policy shall not be canceled nor the coverage reduced except upon thirty (30) days prior written notice to the City of Santa Ana. Signed: Title: Firm: Date: Section 4- c CoohoctEmds 09 22_ 2014 23A'155 CITY OF SANTA ANA CONTRACT WARRANTY BOND (To be submitted upon project completion as a condition of project acceptance) KNOW ALL MEN BY THESE PRESENTS that as CONTRACTOR and a corporation organized and existing under the laws of the State, and duly authorized to transact business under the laws of the State of California, as SURETY, are held and firmly bound unto the City of Santa Ana, as AGENCY, in the penal sum of Dollars ($ ), which is 10 percent of the final contract amount for the above stated project, for the payment of which sum, CONTRACTOR and SURETY agree to be bound, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas CONTRACTOR has been awarded and is about to enter into the annexed Contract Agreement with AGENCY dated for if CONTRACTOR faithfully warrants the Work of Improvement done under said Contract Agreement against material or quality defects for a period of one year after acceptance by the AGENCY, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of AGENCY; provided that any alterations in the obligations or time for completion made pursuant to the terms of the contract documents shall not in any way release either CONTRACTOR or SURETY, and notice of such alterations is hereby waived by SURETY. IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seal this day of , 20_ CONTRACTOR* SURETY* Subscribed and sworn to before me 20_ Signature: Notary Public in and for the County of Rate of premium on this bond is $ _ Total amount of premium charge is $ this day of_ , State of perthousand. . To be filled in by Surety *Provide CONTRACTOR /ADMITTED SURETY name, address, and telephone number and the name, title, address, and telephone number of authorized representative. Section 4- c CoohoctEmds 09 22_ 2014 23A!56 CITY OF SANTA ANA SPECIFICATIONS The Contract Documents control construction, work performed, and materials furnished hereunder. The Contract Documents are specified in the Construction Contract / Agreement, and includes the Specifications for the Work of Improvement. The Specifications include the Standard Specifications, the Special Provisions which supplement or modify the Standard Specifications, the Technical Provisions, Plans, and City Standard Plans. The Standard Specifications is the latest edition of the Standard Specifications for Public Works Construction, including supplements and accompanying Standard Plans, written and promulgated by the Southern California Chapter of the American Public Works Association and the Southern California Districts of the Associated General Contractors of California. The State of California Department of Transportation Standard Specifications, Standard Plans, and Manual of Uniform Traffic Control Devices, latest edition of each, are incorporated herein by reference and are hereby accepted as Reference Specifications. These Reference Specifications are intended to govern certain construction materials, methods, and details except as modified herein or are inconsistent with the provisions herein. The section and subsection numbering system used in these Special Provisions corresponds to that used in the Standard Specifications. SPECIAL PROVISIONS �9x�i�GLi�d��: 7J��' 11�7�dI�I��G7 �R1l e1c�c3: 7��Oe��G7 �R1l II�I��' L•7�Jd�e�Y11:7�eA�I��9' /JdcLU�9 1 -2 TERMS AND DEFINITIONS Add the following to this subsection: Acceptance —The formal written acceptance by the Agency of the completed project. Addendum — The modification of the plans and /or specifications issued to all prospective Bidders during the period when necessary to change, correct, clarify or further define any phase of the work. Agency — City of Santa Ana Approved Equal —or words of like import refer to and indicate material that has been approved by the City Engineer as similar and equal in all respects and acceptable for use in lieu of the particular materials as specified herein. No "approved equal" material shall be used in any of the work unless approved to use it is first obtained in writing from the City Engineer. The City reserves the right to reject any and all materials, either before or after installation that are not S -la 23A -57 CITY OF SANTA ANA SPECIFICATIONS specified or approved by the City Engineer in writing. In all cases where proprietary articles are specified, it is the intent of these specifications to permit the use of approved equals, unless specifically prohibited. Requests for "Approved Equal" status for proposed substitutions shall be submitted within ten (10) days after the award of the contract. Such requests shall include substantiating data and the proposed credit to the contract price for the use of such substitution, should it be approved. Approved, Required, Directed — or words of similar import, refer to and indicate that the work or materials shall be "approved," "required," or "directed" by the City of Santa Ana or its duly authorized representative. Bidder — any individual, firm, partnership, corporation, or combination thereof, submitting a proposal for the work contemplated, acting directly or through a duly authorized representative. Board — City Council of the City of Santa Ana City — City of Santa Ana City Council —The body constituting the awarding authority of the City, namely the City Council of the City of Santa Ana. Contractor — The person or persons, co- partnership or corporation, private or municipal, who have entered into contract for this work as parties or party of the second part of his or her legal representatives. Day — Working day or Calendar day as specified in the Construction Contract / Agreement and /or in the Contractor's Bid Proposal. Department of Public Works or Department — City of Santa Ana Public Works Agency. Due Notice — A written notification, given in due time, of a proposed action where such notification is required by the contract to be given a specified interval of time (usually 48 hours or two working days) prior to the commencement of the contemplated action. Notification may be from City to Contractor or from Contractor to City. Engineer — The City Engineer of the City of Santa Ana, acting either directly or through authorized agent. Laboratory —Any laboratory of a public agency or a recognized commercial testing laboratory. Owner — City of Santa Ana S -lb 23A -58 CITY OF SANTA ANA SPECIFICATIONS Prompt — The briefest interval of time required for a considered reply, including time required for approval by a governing body. 1 -3 ABBREVIATIONS Add the following to this subsection: SSPWC Standard Specifications for Public Works Construction, latest edition, including all amendments AGC Associated General Contractors of America APWA American Public Works Association ASA American Standards Association BMP Best Management Practices CALTRANS State of California Department of Transportation or DOT OCSD Orange County Sanitation Districts OCTA Orange County Transportation Authority NPDES National Pollutant Discharge Elimination System SCG Southern California Gas Company SCE Southern California Edison Company SWPPP Storm Water Pollution Prevention Plan WWECP Wet Weather Erosion Control Plan S -lc 23A -59 CITY OF SANTA ANA SPECIFICATIONS SECTION 2 — SCOPE AND CONTROL OF THE WORK 2 -1 AWARD AND EXECUTION OF THE CONTRACT Add the following to this subsection: The award of the contract, if it is awarded, will be to the lowest responsible BIDDER whose proposal complies with all requirements described. The award, if made, will be made within 60 working days after the opening of the bids. No proposal shall be considered binding upon the AGENCY until the execution of the contract by the AGENCY. The date of the contract shall be the date the contract is executed by the AGENCY. The award, if made, shall be By mutual consent in writing of the parties signatory to the contract, alterations or deviations, increase or decreases, additions or omissions, in the plans and specifications may be made and the same shall in no way affect or make void the contract. 2 -4 CONTRACT BONDS Add the following to this subsection: The performance bond shall remain in effect at least until the date of acceptance by the Agency, unless the Engineer allows the date of substantial completion, or except as otherwise provided. The payment bond shall remain in effect until the Agency makes the final payment including retention that is due to the contractor. The contractor warrants and guarantees to the Agency that all work will not be defective. Therefore, the contractor shall furnish a warranty performance and payment bond equal to at least ten percent of the final contract price or $1,000, whichever is greater, before the contract payment bond may be released or the retention payment paid. The warranty performance and payment bond shall be in effect until at least one year after the date of acceptance of the work by the Agency. 2 -5 PLANS AND SPECIFICATIONS Add the following to this subsection: All authorized alterations affecting the requirements and information given on the approved plans shall be in writing. Changes shall not be made to any plan or drawing after the same has been approved by the Engineer, except by written direction of the Engineer. Should it appear that the work to be done, or any matter relative thereto is not sufficiently detailed or explained in these Specifications, Special Provisions, Technical Provisions, or Plans, the contractor shall apply to the Engineer for such further explanations as may be necessary and shall conform to such explanation or interpretation as part of the original specifications. In the event of doubt or questions relative to the true meaning of the specifications, reference shall be made to the City Council, whose decision thereon shall be final. S -2a 23A -60 CITY OF SANTA ANA SPECIFICATIONS 2 -5.2 PRECEDENCE OF THE CONTRACT DOCUMENTS The following supersedes the provisions of this subsection: In case of conflict between Contract Documents, the document highest in precedence shall control. The precedence shall be as follows: 1) Permits 2) Change Orders 3) Construction Contract/ Agreement 4) Addenda 5) Bid Proposal 6) Plans 7) Technical Provisions 8) Special Provisions 9) Standard Plans 10) Standard Specification 11) Reference Specifications Detail drawings shall take precedence over general drawings. 2 -6 WORK TO BE DONE Add the following to this subsection: Where the manufacturer of any material or equipment provides written recommendations or instructions for its use or method or installation (including labels, tags, manuals or trade literature), such recommendations or instructions shall be compiled with except where the contract documents specifically require deviations. 2 -8 RIGHT -OF -WAY Add the following to this subsection: When the contractor arranges for additional work areas and facilities temporarily required by him, he shall provide the City with proof that the additional work areas and /or facilities have been left in a condition satisfactory to the owner(s) of said work areas and /or facilities prior to acceptance of the work. 2 -9.2 SURVEY SERVICE The following supersedes the provisions of this subsection: The Contractor shall furnish all labor, materials, equipment, and services, and be responsible for all surveying, staking, and layout necessary for the construction of the improvements. Consequently, any reference to the Engineer providing such services in shall be disregarded. S -2b 23A -61 CITY OF SANTA ANA SPECIFICATIONS Lines and grades for construction shall be the responsibility of the Contractor. All work under this contract shall be built in accordance with the lines and grades shown on the plans. Staking shall be performed on all items ordinarily requiring grade and alignment at intervals normally accepted by the agencies and trade involved. The contractor is responsible for locating and tying existing survey monuments and centerline points prior to construction, reestablishing such monuments or points after construction, and filing a Corner Record with the County Surveyor before the project may be considered for acceptance by the agency. All such surveys, including construction staking, shall be under the supervision of a California - Licensed Land Surveyor or Civil Engineer authorized to perform surveying. The Contractor shall provide a copy of the office calculations and grade sheets to the Owner's Inspector. The Contractor shall be responsible for any error in the finished work, and shall notify the Engineer within 24 hours of any discrepancies or design errors discovered during staking. The contractor shall cover the cost of the survey service, which is considered incidental work, and no additional compensation will be allowed therefor. 2 -10 AUTHORITY OF THE BOARD AND THE ENGINEER Add the following to this subsection: The Engineer shall retain all written protests filed, and, upon completion of the work, shall submit all such protests to the City Council, together with a copy of the Engineer's prior written decisions for consideration by the City Council at the time of final acceptance of the work. The Contractor or its representative may appear and be heard by the City Council concerning any such protests. In connection with acceptance of the work and final payment under the Contract, the City Council shall make its determination with respect to each protest filed with the Engineer. The decision of the City Council shall be final. 2 -11 INSPECTION Add the following to this subsection: The City may provide inspection for an 8 -hour day and 40 -hour week for normal working days. Inspection work requested by the contractor outside of the prescribed working hours shall be paid by the contractor at the City's overtime rate. S -2c 23A -62 CITY OF SANTA ANA SPECIFICATIONS SECTION 3 - CHANGES IN WORK 3 -3 EXTRA WORK Add the following to this subsection: The contractor shall proceed with extra work only upon written order from the Engineer. For such extra work the contractor shall receive payment as agreed upon in writing, or shall be paid on force account. Work involving contract unit prices, the contractor shall not exceed any of the quantities in the proposal unless prior authorization from the engineer is obtained in writing. 3 -3.2.3 MARKUP Add the following to this subsection: Markup limited to Labor 20 % Materials 15% Equipment Rental 15% Other 15 % When all or any part of the extra work is performed by a Subcontractor, the markup established in 3- 3.2.2(a) 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. 3 -5 Disputed Work Add the following to this subsection: A. In accordance with Public Contract Code Section 20104, and for the purposes of Paragraphs B only, the term "Defined Claim" shall mean a separate demand by the Contractor to the Owner of a value of $375,000 or less, for any of the following: (a) a time extension, (b) payment of money or damages arising from work done by the Contractor pursuant to the Contract Documents and payment of which is not otherwise expressly provided for or the Contractor is not otherwise entitled to, or (c) an amount of payment which is disputed by the Owner. B. RESOLUTION OF DEFINED CLAIMS Pursuant to Sections 20104 et seq., of the Public Contracts Code, the provisions of this Paragraph B shall apply to all "Defined Claims," as such term is defined in Paragraph A (i.e., claims that are in the amount of $375,000 or less). Filing and Response to Defined Claim The Defined Claim shall be in writing, include the documents necessary to substantiate the S -3a 23A -63 CITY OF SANTA ANA SPECIFICATIONS Defined Claim, and be filed with the Owner on or before the date of the final payment for the work. If the Defined Claim is less than $50,000, the new Owner shall respond in writing to the Defined Claim within 45 days of its receipt; or the Owner may request in writing within 30 days of receipt of the Defined Claim any additional documentation supporting the Defined Claim or relating to defenses or claims the Owner may have against the Contractor, and in such event the Owner's response shall be submitted to the Contractor within the later of 15 days after the receipt of the further documentation, or the time taken by the Contractor in producing the additional information. If the Defined Claim is over $50,000, the Owner shall respond in writing to the Defined Claim within 60 days of its receipt, or the Owner may request in writing within 30 days of receipt of the Defined Claim any additional documentation supporting the Defined Claim or relating to defenses or claims the Owner may have against the Contractor, and in such event the Owner's response shall be submitted to the Contractor within the later of 30 days after the receipt of the further documentation, or the time taken by the Contractor in producing the additional information or requested documentation. Meet and Confer Regarding Defined Claim If the Contractor disputes the Owner's written response, or if the Owner fails to respond within the prescribed time, to the Defined Claim, the Contractor may notify the Owner in writing within 15 days, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of the demand, the Owner shall schedule a meet and confer conference within 30 days. If the claim or any portion thereof remains in dispute following the meet and confer conference, the Contractor may file a claim pursuant to Government Code Section 900, et seq. For purposes of this Paragraph B, the running of the period of time within which a claim must be filed shall be tolled from the time the Contractor submits the Defined Claim until the time such Defined Claim is denied, including any period of time utilized by the meet and confer conference. Procedures for Civil Actions Filed to Resolve Defined Claims The following procedures shall apply to any civil action filed pursuant to this Paragraph B: Non - Binding Mediation Within 60 days, but no earlier than 30 days, following the filing of responsive pleadings, the court shall submit the matter to non - binding mediation unless waived by mutual stipulation of both parties. The mediation process shall provide for the selection within 15 days by both parties of a disinterested third person as mediator, and shall be commenced within 30 days of the submittal and shall be concluded within 15 days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court. S -3b 23A -64 CITY OF SANTA ANA SPECIFICATIONS Judicial Arbitration If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Section 1141.10, et seq., of the Code of Civil Procedure, notwithstanding Code of Civil Procedure Section 1141.11. The civil discovery procedures of Code of Civil Procedure Section 2016, et sec., shall apply, consistent with the rules pertaining to judicial arbitration. In addition to the provisions of Code of Civil Procedure Section 1141.10, et seq., (a) arbitrators shall, upon stipulation of the parties, be experienced in construction law, and (b) any party appealing an arbitration award who does not obtain a more favorable judgment shall, in addition to payment of costs and fees, also pay the attorneys fees on appeal of the other party. Interest on Award of Judgment In any suit filed pursuant to Paragraph (G)3.2, the Owner shall pay interest at the legal rate on any arbitration award or judgment, which interest shall begin to accrue on the date the suit is filed in a court of law. C. RESOLUTION OF CLAIMS OTHER THAN DEFINED CLAIMS The provisions of this Paragraph C shall apply to all claims that are not "Defined Claims," as such term is defined in Paragraph A (i.e., claims that are in excess of $375,000.00). Written Claim If the Contractor is not satisfied with any action by the City Council to resolve the protest of any claim other than a Defined Claim, it shall file with the City Council, within fifteen (15) days after such determination, a written claim which shall comply with the requirements for a claim under Division 3.6 of Title 1 (commencing with Section 810) of the California Government Code. The City Council shall take action with respect to any such claim as provided in Division 3.6 of Title 1 of the Government Code. Denial of such claim by the City Council shall be a prerequisite to the institution of any legal proceeding challenging the action of the City Council. If the Contractor fails to file a claim within the time specified herein, it shall be deemed satisfied with the action of the City Council with respect to its protests, and such failure to file a claim shall be deemed to be a waiver of all claims and demands arising out of or relating to this Contract. Limitation Period Demand for Arbitration of any claim other than a Defined Claim shall be served upon the Owner within the time limits set forth in Division 3.6 of the California Government Code for commencement of legal proceedings against a local public agency. Arbitration Except as provided to the contrary herein, arbitration of any claim other than a Defined Claim may be initiated by the Contractor and shall be conducted in accordance with the provisions of California Code of Civil Procedure Sections 1280, et seq. The parties hereto agree that there shall be a single neutral Arbitrator who shall be selected in the following manner: (1) The Demand for Arbitration shall include a list of five names of persons acceptable to the Contractor to be appointed as Arbitrator. The Owner shall determine if any of the names submitted by Contractor are acceptable and, if so, such person will be designated as Arbitrator; (2) In the event that none of the names submitted by Contractor are acceptable to Owner or if for any reasons the Arbitrator selected in Step S -3c 23A -65 CITY OF SANTA ANA SPECIFICATIONS (1) is unable to serve, the Owner shall submit to Contractor a list of the five names of persons acceptable to Owner for appointment as Arbitrator to Contractor who shall in turn have 10 days in which to determine if one such person is acceptable; (3) If after Steps (1) and (2) the parties are unable to mutually agree upon a neutral Arbitrator, the matter of selection of an Arbitrator shall be submitted to the Los Angeles County Superior Court pursuant to Code of Civil Procedure Section 1281.6. S -3d 23A -66 CITY OF SANTA ANA SPECIFICATIONS SECTION 4 - CONTROL OF MATERIALS 4 -1.3 Inspection Requirements Add the following to this subsection: At the option of the Engineer, the source of supply of each of the materials shall be approved by the Engineer before delivery is started and before such material is used in the work. Representative preliminary samples of the character and quality prescribed shall be submitted by the contractor or producer of material to be used in the work, for testing or examination as desired by the Engineer. All tests of industry materials furnished by the contractor shall be made in accordance with commonly recognized industry standards or special methods and tests as prescribed in these specifications. The contractor shall furnish such samples of materials as are requested by the Engineer, without charge. No material shall be used until it has been approved by the Engineer. Samples will be secured and tested whenever necessary to determine the quality of material. S -4a 23A -67 CITY OF SANTA ANA SPECIFICATIONS SECTION 5 - UTILITIES 5 -1 LOCATION Add the following to this subsection: The contractor is responsible to determine the exact location of utilities and its service connections during construction. The contractor shall notify the City of the exact location of any utility or service connection which is not shown or incorrectly shown on the plans. The contractor shall be expected to maintain liaison with the affected utility company representatives, and shall notify them prior to beginning of the job and each time the particular utility is or could possibly be affected at least 24 hours in advance: 1. ATT Telephone Company 2. Southern California Edison Company 3. Southern California Gas Company 4. Time Warner Cable T.V. 5. Orange County Department of Public Works 6. Santa Ana Water Resources Division 7. Metropolitan Water District 8. Orange County Sanitation District S -5a 23A -68 1- 800 - 422 -4133 1- 800 - 422 -4133 1- 800 - 422 -4133 1- 800 - 422 -4133 714 - 834 -2300 714 - 647 -3380 714 -528 -7231 714 - 962 -2411 CITY OF SANTA ANA SPECIFICATIONS SECTION 6 — PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 6 -3 SUSPENSION OF THE WORK Add the following to this subsection: Should suspension of work be ordered by reason of the failure of the contractor to carry out orders or to perform any provisions of the contract; or by reason of weather conditions being unsuitable for performing any item or items of work; the contractor, at its expense, shall do all the work necessary to provide a safe, smooth, and unobstructed passageway through construction for use by public traffic during the period of such suspension. In the event that the contractor fails to perform the work above specified, the City will perform such work and the cost thereof will be deducted from payment due or to become due to the contractor. If the Engineer orders a suspension of all of the work or a portion of the work which is the current controlling operation or operations due to unsuitable weather or to such other conditions as are considered unfavorable to the suitable prosecution of the work, the days on which the suspension is in effect shall not be considered working days. If a portion of work at the time of such suspension is not a current controlling operation or operations, but subsequently does become the current controlling operation or operations, the determination of working days will be made on the basis of the then current controlling operation or operations. If a suspension of work is ordered by the Engineer, due to the failure on the part of the contractor to carry out orders given or to perform any provision of the contract, the days on which the suspension order is in effect shall be considered working days if such days are working days as defined. 6 -7 TIME OF COMPLETION Add the following to this subsection: Where a single shift is worked, eight (8) consecutive hours shall constitute a day's work at straight time for all workers. Forty (40) hours between Monday and Friday shall constitute a week's work at straight time. Holidays as herein referred to shall be deemed to be: LJ New Year's Day LJ Martin Luther King Day LJ President's Day ❑ Memorial Day LJ Independence Day ❑ Labor Day LJ Columbus Day LJ Veterans Day ❑ Thanksgiving Day & day after ❑ Christmas S -6a 23A -69 CITY OF SANTA ANA SPECIFICATIONS 6 -9 LIQUIDATED DAMAGES The provisions of this subsection apply except as herein modified: It is agreed by the parties that if the improvements are not completed by the time prescribed to complete the work, City and Contractor agree that Contractor will pay to City, not as a penalty, but as predetermined liquidated damages, the sum specified in the Bid Proposal for each and every working day's delay beyond the time prescribed to complete the work. Similarly, it is further agreed that in if signal operations, road striping, and signing are not coordinated or traffic lanes are not kept open for public use, on the days, at the times, and in the manner specified in the Contract Documents and the City approved traffic control plans, City and Contractor agree that Contractor will pay to City, not as a penalty, but as predetermined damages, the sum specified in the Technical Provision. This predetermined damage may also apply to other work stoppage or inconvenience caused by the contractor. (a) Contractor fails to keep open any traffic lane for public use as required by these Special Provisions and the City approved traffic control plans; (b) Contractor fails to temporary stripe the roadway prior to opening up the roadway for normal vehicular travel immediately following resurfacing; (c) Contractor fails to permanently re- stripe the roadway and remove any conflicting striping or delineation within seven (7) calendar days following resurfacing of that section of roadway; (d) Contractor fails to remove signs which conflict with new striping or fails to install signs required by the Contract Documents which are necessary for safe traffic movement; and /or (e) Contractor fails to turn on or coordinate modification to existing signal operations as required by these Special Provisions and the City approved traffic control plans. Contractor agrees to pay such liquidated damages, and in case the same are not paid, Contractor agrees that the Agency may deduct the amount thereof from any money due or that may become due the Contractor under the contract. It is further agreed that in case the work called for under the contract is not finished and completed in all parts and requirements within the time specified, the Agency shall have the right to extend the time for completion or not, as may seem best to serve the interest of the City; and if it decides to extend the time limit for the completion of the contract, it shall further have the right to charge to the Contract, his heirs, assigns or sureties; and to deduct from the final payment for the work, all or any part, as it may deem proper, of the actual cost of engineering, inspection, superintendence, and other overhead expenses which are directly chargeable to the contract, and which accrue during the period of such extension. S -6b 23A -70 CITY OF SANTA ANA SPECIFICATIONS SECTION 7 — RESPONSIBILITIES OF THE CONTRACTOR 7.1 THE CONTRACTOR'S EQUIPMENT AND FACILITIES Add the following to this subsection: Parking of the Contractor's vehicles at any given location on City residential streets for more than twenty -four (24) hours, shall not be permitted. 7 -2.2 PREVAILING WAGES Add the following to this subsection: Certified Payroll Records shall be submitted to the Engineer every two weeks beginning with the actual start day of construction, and shall be consecutively numbered until the completion of the work. Progress payments will be withheld pending receipt of any outstanding reports. Eight hours constitutes a legal day's work. The Contractor shall forfeit, as a penalty to the City, $25.00 for each worker employed in the execution of the contract by the Contractor or any subcontractor under him for each calendar day during which such worker is required or permitted to work more than eight hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of the Labor Code, and in particular, Sections 1810 to 1815 thereof, inclusive, except that work performed by employees of Contractors in excess of eight hours per day, and 40 hours during any one week, shall be permitted at not less than one and one -half times the basic rate of pay, as provided in said Section 1815. The Contractor will assure that a qualified supervisor is present at all times when work is being performed. 7.3 LIABILITY INSURANCE The provisions of this subsection apply except as herein modified: The Contractor shall, at its own expense, take out and maintain during the life of the contract such public liability and property damage insurance protecting the contractor and any sub- contractor performing work covered by the contract from claims for damages for personal injury, including accidental death, as well as from claims for property damages, which may arise from his operations under the contract, and shall protect him and the City from claims for such damages, naming the City as an additional insured under the policy, whether such operations be by himself or by any sub - contractor or by anyone directly or indirectly employed by either of them and the amount of such insurance shall be as follows: Public Liability Insurance in an amount not less than five hundred thousand dollars ($500,000.00) for injuries, death, to any one person, and subject to the same limit for each person in an amount not less than one million dollars ($1,000,000.00) on account of one accident. S -7a 23A -71 CITY OF SANTA ANA SPECIFICATIONS Property Damage Insurance in an amount of two hundred and fifty thousand dollars ($250,000.00) resulting from any one accident that may arise from the operations of the Contractor in performing the work provided herein. If and whenever the Contractor or any sub - contractor, in carrying on the contract operations, shall use and operate automobiles, trucks or other vehicles on public streets and highways, each shall carry, at his own expense, Automobile Public Liability and Property Damage Insurance, with limits of not less than two hundred and fifty thousand dollars ($250,000.00) for any one person and five hundred thousand dollars ($500,000.00) for any one accident, and one hundred thousand dollars ($100,000.00) property damage. Equivalent Combined Policy A combined single limit policy with aggregate limits in the amount of one million dollars ($1,000,000.00) will be considered equivalent to the required minimum limits specified above. The term "public streets and highways" shall be deemed to include without limiting the generality thereof, all roads, roadways and thoroughfares used for access to the site of the work.. The Contractor shall furnish the City with satisfactory proof of insurance required. Such proof shall be furnished with the executed Contract Documents, naming the City as an additional insured. 7 -4 WORKER'S COMPENSATION INSURANCE Add the following to this subsection: The Contractor shall furnish the Agency with satisfactory proof of insurance required. The insurance shall be taken out with a responsible insurance carrier authorized under the laws of the State of California and satisfactory to the City. In case any work is sublet, the contract shall require the subcontractor similarly provide Worker's Compensation Insurance for the subcontractor's employees. The Contractor shall provide, and shall cause each subcontractor to provide, adequate insurance for the protection of his employees not otherwise protected. 7 -5 PERMITS Add the following to this subsection: The Contractor shall, at his own expense, obtain a business license from the City of Santa Ana. The Contractor shall comply will all Federal, State or local laws, ordinances or rules and regulations relating to the performance of the work. 7 -8.1 GENERAL Add the following to this subsection: S -7b 23A -72 CITY OF SANTA ANA SPECIFICATIONS The Contractor shall provide and operate a self - loading motor sweeper with spray nozzles every day, beginning 1/2 hour prior to the end of construction activities, for the purpose of keeping the entire project site clean as acceptable to the City Engineer. The contractor shall furnish and install all temporary piping, pump(s), valves and fittings necessary to distribute the water where required for the control of dust as considered necessary for the safety and convenience of the traveling public, for the reduction of dust nuisance to adjacent property and for other purposes as directed by the Engineer. The use of pressure pumps and spray bars on all sprinkling equipment used for the application of dust palliative will be required. The use of gravity flow spray bars and splash plates will not be permitted. 7 -8.2 AIR POLLUTION CONTROL Add the following to this subsection: All organic solvents used must comply with the rules, regulations and orders of the Southern California Air Pollution Control District relating to organic solvents. 7 -8.4 STORAGE OF EQUIPMENT AND MATERIALS Add the following to this subsection: Storage of equipment and materials in the public right of way during non - working hours will not be allowed, and may only be placed in the public right of way for purposes of use that day. Overnight stockpiling of construction debris or excavated materials is not allowed. Contractor must obtain written approval from the Engineer prior to storage of construction materials and equipment on the street where improvements are planned, but at minimum, adequate flashing barricades shall be provided. No area is available within the contract limits for the exclusive use of the Contractor. However, temporary storage of equipment and materials on City of Santa Ana property may be arranged with the Engineer, subject to the prior demands of the City of Santa Ana. Use of the Contractor's work areas and other City of Santa Ana -owned property shall be at the Contractor's own risk, and the City of Santa Ana shall not be held liable for damage to or loss of materials or equipment located within such areas. The Contractor shall remove equipment, materials, and rubbish from the work areas and other City of Santa Ana -owned property that the Contractor occupies at the conclusion of each working day. 7 -8.6 WATER POLLUTION CONTROL Add the following to this subsection: S -7c 23A -73 CITY OF SANTA ANA SPECIFICATIONS Permit & Plan Prior to beginning any work, if applicable, the Contractor shall prepare and submit a Storm Water Pollution Prevention Plan ( SWPPP), and a Wet Weather Erosion Control Plan (WWECP) if the soil will be disturbed during the rainy season (November 1 to April 15). The SWPPP must be prepared before construction activities begin and must be implemented year -round throughout construction. A WWECP must be prepared prior to each rainy season, and must be implemented throughout that rainy season. The SWPPP and the WWECP shall be developed and implemented in accordance with the County Wide Storm Water Management Plan, National Pollutant Discharge Elimination System (NPDES) Permit No. CAS 004001 and any other requirements established by the City. Best Management Practices (BMP) referenced are from the California Storm Water Best Management Practice Handbooks (Construction, Municipal and Industrial). Appendix B provides forms that the Contractor shall complete and certify. The Contractor shall assess site conditions, identify construction activities with the potential to cause storm water pollution, and then identify the BMP that will best suit the construction activities. The SWPPP and the WWECP shall include a site map of the project providing the following information, if applicable, but not limited to: (a) The boundary of the construction site(s). (b) The area of the construction site(s) in acres. (c) Location of existing storm drain facilities. (d) Types and locations of storm water structures, controls, and /or BMP, which will be built /utilized to control storm water pollution during construction. (e) Construction and erosion control material storage areas. (f) Temporary stockpile and construction waste storage areas. (g) Construction vehicle storage and service areas. (h) Watershed boundary of off -site areas that drain into the construction site. (i) The boundary of the drainage area where storm water leaves the construction site. (j) Areas of soil disturbance and locations of potential soil erosion areas requiring BMP during construction. (k) Drainage patterns and slopes anticipated after major grading activities. The above information should be updated as needed to meet evolving construction conditions. The Contractor shall coordinate storm water pollution prevention work with all other work done on the contract and is responsible for ensuring that all project contractors and subcontractors implement all applicable BMP. If the measures being taken by the Contractor are inadequate to prevent storm water pollution effectively, the Engineer may direct the Contractor to revise the operations and the SWPPP and /or the WWECP measures. The directions will be in writing and will specify the items of work for which the Contractor's storm S -7d 23A -74 CITY OF SANTA ANA SPECIFICATIONS water pollution prevention measures are inadequate. No further work shall be performed on the items until the water pollution prevention measures are adequate and, if also required, a revised SWPPP and /or WWECP has been accepted. The Engineer will notify the Contractor of the acceptance or rejection of any submitted or revised SWPPP and /or WWECP in not more than 5 working days. The City will not be liable to the Contractor for failure to accept all or any portion of an originally submitted or revised SWPPP and /or WWECP, nor for any delays to the work due to the Contractor's failure to submit an acceptable SWPPP and /or WWECP. The Contractor may request the Engineer to waive the requirement for submission of a SWPPP and /or WWECP when the nature of the Contractor's operation is such that pollution and /or erosion is not likely to occur. Waiver of this requirement will not relieve the Contractor from responsibility for compliance with the other provisions of this section. Waiver of the requirement for a SWPPP and /or WWECP will not preclude requiring submittal of a SWPPP and /or WWECP at a later time if the Engineer deems it necessary because of the effect of the Contractor' operations. Maintenance To ensure the proper implementation and functioning of water pollution prevention measures, the Contractor shall regularly inspect and maintain the construction site for the water pollution prevention measures identified in the SWPPP and the WWECP. The Contractor shall inspect the construction site as follows: (a) Prior to a forecast storm. (b) After a precipitation event which causes site runoff. (c) At 24 hour intervals during extended precipitation events. (d) Routinely, a minimum of once every two weeks outside of the defined rainy season. (e) Routinely, a minimum of once every week during the defined rainy season. The Contractor shall use Storm Water Pollution Control Implementation Report provided in Appendix B or alternative inspection checklist approved by the Engineer. One copy of each site inspection record shall be submitted to the Engineer within 24 hours of completing the inspection. Reporting Requirements If the Contractor identifies discharges into surface waters or drainage systems in a manner causing, or potentially causing, a condition of pollution, or if the project receives a written notice or order from a regulatory agency, the Contractor shall immediately inform the Engineer. The Contractor shall submit a written report to the Engineer within 7 days of the discharge event, notice or order. The report shall include the following information: (a) The date, time, location, nature of the operation, and type of discharge, including the cause or nature of the notice or order. S -7e 23A -75 CITY OF SANTA ANA SPECIFICATIONS (b) The water pollution control practices deployed before the discharge event, or prior to receiving the notice or order. (c) The date of deployment and type of water pollution control practices deployed after the discharge event, or after receiving the notice or order, including additional measures installed or planned to reduce or prevent reoccurrence. (d) An implementation and maintenance schedule for affected water pollution control practices. Compensation for conforming to these provisions shall be considered as included in the prices paid for the various items of work and no additional compensation will be allowed therefor. 7 -10.1 ACCESS Add the following to this subsection: It shall be the Contractor's responsibility to furnish a detailed traffic control plan identifying the maintenance of traffic during construction to the Engineer for approval. All traffic control plans shall be submitted to the Engineer a minimum of 5 working days in advance of its planned implementation for review and approval. Signs, lights, flags, and other warning and safety devices and their use shall conform to the requirements set forth in the current State of California Manual of Traffic Control for Construction and Maintenance Work Zones. Construction area signs shall removed when no longer required. In the event that the Contractor fails to adequately provide for the public safety during the course of construction under this contract, and the City is required to provide for said public safety, the Contractor shall pay the City the cost of each service call, which will include all direct labor and material costs including fringe benefits, overhead, and applicable rental rates for the various pieces of equipment. Any and all costs incurred by the City as a result of the failure of the Contractor to provide for the public safety will be deducted from the amount due to the Contractor for the work done under this contract. The Contractor may be required to cover certain signs during the progress of the work. Signs that are no longer required or that convey inaccurate information to the public shall be immediately covered. Covers for construction area signs shall be of sufficient size and density to completely block out the complete face of the signs. The retroreflective face of the covered signs shall not be visible either during the day or at night. Covers shall be fastened securely so that the signs remain covered during inclement weather. Covers shall be replaced when they no longer cover the signs properly. If a closure is not reopened to public traffic by the specified time, Liquated Damages may apply as specified above in Section 6 -9. S -7f 23A -76 CITY OF SANTA ANA SPECIFICATIONS SECTION 8 — FACILITIES FOR AGENCY PERSONNEL 8 -2 FIELD OFFICE FACILITIES Add the following to this subsection: City's personnel shall have the right to enter upon any Field Offices provided for Agency use or upon the project site at all times. S -8a 23A -77 CITY OF SANTA ANA SPECIFICATIONS SECTION 9 — MEASUREMENT AND PAYMENT 9 -3.2 PARTIAL AND FINAL PAYMENT Add the following to this subsection: Prior to judicial determination of any claim or claims or in accord therewith, the City may apply an amount withheld to the payment and satisfaction of sub - contractors for labor and services rendered and materials furnished. In so doing, the City shall be deemed the agent of the Contractor and any payment so made by the City shall be considered as a payment made in good faith; provided that such payment shall not be made except by court order if the Contractor furnished a bond satisfactory to the City to indemnify the City against any lien or claim. If any lien or claim should remain unsatisfied after final payment to the Contractor, the Contractor, upon demand, shall refund to the City any money that the latter may be compelled to pay to discharge such lien or claim, including all costs and reasonable attorney's fees. Before the City will make the final payment to the Contractor, the Contractor shall furnish the City with lien releases from all sub - contractors and suppliers of material, together with a certified statement that the releases represent all the materials furnished and all the sub- contractors engaged for the work. 9 -3.4 MOBILIZATION Add the following to this subsection: Mobilization shall consist of preparatory work and operations including, but not limited to, those necessary for the movement of personnel, equipment, supplies and incidentals to the project site. Mobilization shall additionally include the establishment of any temporary facilities and the installation of project signs. The City will provide the project signs. The Contractor will be required to pick up the project signs from the City Yard and install them. At the end of construction, the contractor shall return the project signs to the City Yard. A minimum of one week before the start of construction, the Contractor shall videotape all areas where construction is to take place. The videotapes are to be supplied to the Engineer before constructions begins. These videotapes will serve as a record of the existing conditions for disputes that may arise from restoration and should therefore be taken along the line of construction and site access and staging areas at sufficient detail as necessary to clearly depict details of existing conditions. The videotapes shall be standard VHS cassette format in color. All videotapes shall be indexed and catalogued in such a manner that each photographed area is readily identifiable and shall also indicate the date and time (hours, minutes and seconds) on S -9a 23A -78 CITY OF SANTA ANA SPECIFICATIONS which the video was made. The Contractor shall also videotape any unusual conditions encountered during construction that are not already a matter of photographic record. In any areas where existing conditions cannot be determined by means of videotapes, the areas shall be restored as approved by the Engineer at the Contractor's expense. All videotapes shall become the property of the City. S -9b 23A -79 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS TECHNICAL PROVISIONS 1.00 GENERAL 1.01 SCOPE OF WORK The general nature of work consists of furnishing all labor, material, equipment, services, and incidentals required for the installation of 12" water main and tie ins in Seventeenth Street between Bristol Street and Broadway. Work includes water main installation, bore and jack, constructing trenches, water service line installation, asphalt concrete pavement and concrete gutters, cross - gutters, curb & gutter, sidewalks, and drive - approaches. Related work includes mobilizing crews and equipment, implementing a construction safety plan, surveying, and adjusting and utility covers, repainting traffic stripes and pavement markings, and placing pavement markers, and all appurtenant work. 1.02 TIME OF COMPLETION The Contractor shall complete all work under the contract and shall begin construction of the project as stipulated in the Bid Proposal. 1.03 LIQUIDATED DAMAGES The liquidated damages amount, in lieu of that specified in Subsection 6 -9 of the Standard Specifications, shall be as stipulated in the Bid Proposal. 1.04 EMERGENCY INFORMATION The names, addresses and telephone numbers of the Contractor and Subcontractors, or their representatives, shall be filed with the Engineer and the City Police and County of Orange Fire Departments prior to beginning work. 1.05 PLANS AND SPECIFICATIONS This section shall conform to Section 2 -5 of the Standard Specifications and these Technical Provisions. The Contractor shall maintain a control set of plans and specifications on the project site at all times. As approved by the Engineer, all final locations determined in the field and any deviations from the plans and specifications shall be marked in red on this control set to show the as -built conditions. Upon completion of all work, the Contractor shall submit the control set to the Engineer. Final payment will not be made until this requirement is met. T -la 23A -80 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS 1.06 WORK BY AGENCY FORCES BECAUSE OF NONPERFORMANCE BY CONTRACTOR Should the Contractor fail to correct deficiencies or public nuisances that have been created because of his /her operation, then these will be considered to be of an emergency nature, and will call for the AGENCY to move in on the project to take corrective action. Such work will be done on a force account basis with an additional callout charge. There is a minimum two -hour charge for labor on any callout plus an additional callout charge of $300. 1.07 UTILITIES This section shall conform to Section 5 of the Standard Specifications and these Technical Provisions. All existing utility access frames and covers, both private and public, shall be located and marked with paint on the pavement surface by the Contractor. Upon completion of the project, the Contractor shall remove all painted utility markings done by him /her or the respective utility owners from the surfaces of sidewalks, driveway approaches, curbs and gutters using the removal method acceptable to the Engineer. Any damage to sidewalks, driveway approaches, curbs and gutters due to the Contractor's removal operation shall be repaired at the Contractor's expense and to the satisfaction of the Engineer. Payment for removing utility markings shall be included in other items of work, and no additional compensation will be allowed therefore. If utility construction work within the area is required during the construction of this project, the Contractor is directed to cooperate with the utility company(s) and their workers to assure proper installation of the utilities with a minimum of conflict. The last paragraph of Section 5 -1 shall be revised to read as follows: "The Contractor shall determine the location and depth of all utilities including service connections, which may affect or be affected by its operation." 1.08 WORKING HOURS This section shall conform to Subsection 6 -7.1 of the Standard Specifications and these Technical Provisions. T -lb 23A -81 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS The Contractor's activities shall be confined to the allowable working hours of the selected bid. The working hours under Base Bid Night Work or Alternate #1 Day Work are as follows: Base Bid Night Work: 1. From 7:00 p.m. to 5:00 a.m. Monday through Friday. Alternate #1 Day Work 1. From 7:00 a.m. to 5:00 p.m., Monday through Friday, within work areas having either no lane closures or having continuous lane closures, i.e. 24 -hour closures lasting more than one day. 2. From 9:00 a.m. to 3:00 p.m., Monday through Friday, for work requiring temporary lane closures, i.e. those having less than a 24 -hour duration, and for work at major intersections. As an alternative, construction at major intersections may be permitted on Fridays, at night or on weekends. 3. All major intersections: Construction shall be limited to weekend work only. Maintain minimum one through lane in each direction at all times. 4. Work at intersection of 17th Street and Flower Street shall be limited to weekend work only Deviation from these hours /days shall not be permitted without the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property, or as specified otherwise. 1.09 CONTRACTOR'S EQUIPMENT AND FACILITIES This section shall conform to Subsection 7 -1 of the Standard Specifications and these Technical Provisions. The Contractor shall comply with all local sound control and noise level rules, regulations and ordinances which apply to any work performed pursuant to the contract. Each internal combustion engine, used for any purpose on the job or related to the job, shall be equipped with a muffler of a type recommended by the Manufacturer. The noise level from the Contractor's operations shall not exceed 95 dba at a distance of 50 feet. This requirement in no way relieves the Contractor from responsibility for complying with local ordinances regulating noise level. T -lc 23A -82 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS The said noise level requirements shall apply to all equipment on the job or related to the job, including but not limited to trucks, transit mixers, or transient equipment that may or may not be owned the Contractor. The use of loud signals shall be avoided in favor of light warnings, except those required by safety laws for the protection of personnel. Pursuant to the authority contained in Section 591 of the Vehicle Code, the Department has determined that, such areas as are within the limits of the project and are open to public traffic, the Contractor shall comply with all the requirements set forth in Divisions 11, 12, 13, 14 and 15 of the Vehicle Code. Attention is directed to the statement in Section 591 that this Section shall not relieve him or any person from the duty of exercising due care. The Contractor shall take all necessary precautions for safe operation of his /her equipment and the protection of the public from injury and damage from such equipment. Full compensation for conforming to the requirements of this Section shall be considered as included in the prices paid for the various contract items of work involved, and no additional compensation will be allowed therefore. 1.10 LICENSES & PERMITS This section shall conform to Subsection 7 -5 of the Standard Specifications and these TECHNICAL PROVISIONS. a. Business License. Each Prime Contractor and Subcontractor shall obtain and pay for a Santa Ana Business License. Detailed information concerning business license may be obtained from the Finance and Management Services Agency, (714) 647 -5447, City Hall. b. Construction Water Permit. Each Prime Contractor or Subcontractor which desires to obtain water from AGENCY -owned fire hydrants for construction or any other purpose shall first obtain and pay for a permit from the Corporate Yard of the City of Santa Ana, at 220 South Daisy Avenue. Information concerning costs and conditions may be obtained from the AGENCY by calling (714) 647 -3320. Use of private water from a hose bib is not allowed. For safety reasons, the AGENCY will not allow Contractor to stretch construction water hoses across open traffic lanes. Where required, Contractor shall use water truck. c. Disposal Permit. In accordance with the procedures of the Orange County General Services Administration (GSA), the cost for the disposal of all materials at County landfill sites shall be borne by the Contractor. T -1d 23A -83 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS d. Building and Electrical Permits. For projects involving building, structural construction, traffic signal or irrigation controller installation, the Prime Contractor shall obtain the necessary building and electrical permits from the Planning & Building Agency. There will be no fees for these permits. All permits and fees required by all other Agencies having jurisdiction over any part of the work shall be obtained and paid for by the Contractor, unless otherwise noted on the Plans or in the TECHNICAL PROVISIONS. 1.11 CLEAN -UP & DUST CONTROL This Section shall conform to Subsection 7 -8.1 of the Standard Specifications and these TECHNICAL PROVISIONS. The Contractor shall keep the work site clean and free from rubbish and debris at the end of every working day. In addition, the Contractor shall be fully responsible for removing any graffiti placed on new improvements or Contractor's equipment daily immediately at the start of the work day. Cost to remove graffiti shall be included in other items of work and no additional compensation will be allowed therefore. 1.12 PUBLIC CONVENIENCE & SAFETY This section shall conform to Subsection 7 -10 of the Standard Specifications and these Technical Provisions. Intersections shall be kept open until work takes place within the intersection. Local vehicular and pedestrian access, including access to driveways and businesses, shall be maintained at all times. Pedestrian access across both streets in an intersection must be maintained at all times with a minimum 4 -foot width. All signs shall be illuminated or reflectorized when they are used during hours of darkness. All cones, pylons, barricades, or posts used in the diversion of traffic shall be reflectorized. All signing, barricading and diversion of traffic shall be subject to the approval of the Engineer. The Contractor shall provide a telephone number at which the Contractor's representatives can be reached should an emergency occur requiring replacement or relocation of the required traffic devices. T -le 23A -84 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS Prior to the start of construction operations, the Contractor shall notify the Police and County of Orange Fire Departments of the AGENCY, giving the approximate starting date, completion date, and the name and telephone number of responsible persons who may be contacted at any hour in the event of a critical condition requiring immediate correction. At least two weeks prior to starting work, the Contractor shall notify the Orange County Transportation Authority (OCTA) bus service of the approximate starting date and completion date. At least two weeks prior to starting work, the Contractor shall deliver notices supplied by the AGENCY to the residents and businesses in the area affected by the construction. At least 48 hours before working on a street, the contractor shall contact the residents and businesses of that street by written notice to provide information as to the type of work, closure, type of inconvenience and the expected duration. The written notice shall be a tag shape similar to the sample shown in appendix E and be hung on door knobs and all parked vehicles on the street. In the event of a delay after the notice has been delivered, the contractor shall provide an updated notice to the residents and businesses. After construction completion on the street, the contractor shall collect any notices that are not picked up by the resident or business. 1.13 PAYMENT Payment for any items of work required by the plans, specifications or other contract documents, which are not covered by a contract bid item, shall be considered as included in other items and no additional compensation will be paid therefore. 1.14 SUBCONTRACTING This section shall conform to Section 2 -3.1 of the Standard Specifications and these TECHNICAL PROVISIONS. The Prime Contractor agrees to pay each Subcontractor under this prime contract for satisfactory performance of its contract no later than 10 days from the receipt of each payment the Prime Contractor receives from AGENCY. Any delay or postponement of payment from the above referenced time frame may occur only for good cause following written approval of the AGENCY. This clause applies to both Disadvantaged Business Enterprise (DBE) and non -DBE Subcontractors. The Prime Contractor agrees further to release retainage payments to each Subcontractor within 30 days after the subcontractor's work is satisfactorily completed. Any delay or postponement of payment from the above referenced time frame may occur only for good T -If 23A -85 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS cause following written approval of the City of Santa Ana. This clause applies to both DBE and non -DBE subcontractors. 1.15 TEMPORARY RECESSED STEEL PLATE BRIDGING When backfilling operation of an excavation in the travel way, whether transverse or longitudinal cannot be properly completed within a work day, recessed steel plate bridging with a non -skid surface and shoring may be required to preserve unobstructed traffic flow. In such cases, the following shall apply: 1. Steel plate installation shall be recessed by milling existing pavement to set flush with finish grade. 2. Steel plate shall fit snug and installed to operate with minimum noise. Bridging shall be secured against displacement. 3. Steel plate used for bridging must extend a minimum of twelve (12 ") inches beyond the edge of the trench. 4. The pavement shall be cold planned a depth equal to the thickness of the plate and to a width and length equal to the dimensions of the plate. Multiple steel plates shall be butted and tack welded as needed to secure plates 6" minimum. The trench shall be adequate to support the bridging and the traffic load. Contractor shall be responsible for determining whether shoring is necessary. The Contractor shall be responsible for the appropriate selection and maintenance of the steel plates, and shoring. Unless specified, recessed steel plate bridging at any given location shall not exceed four (4) consecutive working days in any given week. Backfilling of excavation shall be covered with a minimum of three (3 ") inches of temporary layer of cold asphalt concrete. The following table shows the required minimal thickness of steel plate bridging for a given trench width: Trench Width Minimum Plate Thickness 1.0 foot % inch 1.5 foot % inch 2.0 feet 7/8 inch 3.0 feet 1 inch 4.0 feet 1% inch T -lg r CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS For spans greater than four (4') feet, a structural design for the recessed steel plate bridging shall be prepared by a California registered civil engineer and approved by the Engineer. Steel plate bridging shall be designed for HS20 -44 truck loading per Caltrans Bridge Design Specifications Manual. The Contractor shall maintain steel plates with a non -skid surface having a minimum coefficient of friction equivalent to 0.35 as determined by California Test Method 342. The contractor may use standard steel plate with known coefficient of friction equal or exceeding 0.35. A Rough Road sign (W8 -8) with black lettering on an orange background shall be used in advanced of steel plate bridging. This is to be used along with any other required construction signing. Payment for recessed steel plate bridging shall be included in the other items of work involved and no additional payment will be allowed therefore. 1.16 AS -BUILT DRAWINGS The Contractor shall maintain and update the as -built drawings throughout the construction period. The "As- Built" drawings shall be submitted to the Inspector before completion of the project. Final payment will not be made until As -Built plan is received by the City. T -1h 23A -87 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS 2.00 SIGNING AND STRIPING 2.01 SCOPE OF WORK The work to be done consists, in general, removal and installation of signs, posts, raised pavement markers (RPM), stripes, pavement markings and curb markings as shown on the plans and as described below. Items or details not specifically mentioned in the following Sub - Sections that are required by the project plans, in the applicable Caltrans Standard Specifications (CSS), Caltrans Standard Plans (CSP) or City of Santa Ana Standard Plans ( CSASP), Standard Specifications for Public Works Construction (SSPWC) or these TECHNICAL PROVISIONS shall be performed, constructed or installed. 2.02 STRIPING (Traffic Stripes and Pavement Markings) This Section shall conform to the latest CSASPs, the CSP and provisions in Section 84 of the CSS and these Technical Provisions. a. General All traffic stripes and pavement markings shall be thin -mil thermoplastic (sprayable) except for temporary striping, crosswalks and limit lines. All crosswalks and limit lines shall be thermoplastic. All curb markings and median island markings shall be painted using Environmental Protection Agency (EPA) compliant paint material. Paint shall be fast or rapid dry type solvent of similar or approved equal to that manufactured by Ennis or Pervo Paint Companies and shall meet all requirements of South Coast Air Quality Management District. The rate of paint to be applied shall be per recommendation of the paint manufacturer. All pavement markings including legends, arrows, and symbols shall be per CSP Nos. A24A- E. All crosswalks at signalized intersections with wheelchair ramps shall be striped with a 5' diagonal (45 degree cut -off at the curb return, as shown in CSASP No. 1130. Crosswalk stripes shall be 12 inches wide. b. Removal Existing striping, pavement markings, curb marking and RPM superseded by the plans shall be removed. All conflicting striping within limit of project shall be removed even if not shown on the plan. T -2a r•• CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS Removal of traffic stripes and pavement markings shall be by wet sandblasting. Thermoplastic and pavement tapes striping may be removed by grinding with the Engineer's approval. Existing pavement markings, which are removed by sandblasting or grinding, shall be completely removed to the satisfaction of the Engineer. All removal areas shall be slurry sealed by rubberized slurry seal. Slurry seal shall cover from lane line to lane line unless directed otherwise by the engineer. c. Temporary Striping The Contractor shall install temporary traffic striping within 24 -hours after paving the street or on any unstriped lanes opened to traffic. Public traffic shall not be allowed on any multilane arterial street without temporary or permanent striping. Temporary striping can be per CSASP Plan No. 112513-1 and B -2 (without the RPM'S) or by installing reflectorized chip seal markers (single for 4" line, double for 8" line) at 20 feet on center when on a taper or curve, and at 40 feet on center elsewhere. If striping is used, stripes can be paint or temporary traffic striping tape. All temporary striping shall be removed prior to the final striping. d. Final Striping All final stripes, legends, including limit lines, shall be permanently striped within 72 hours after the street has received the final surface course or after legends have been removed for re- striping. Any existing striping to remain including striping on cross streets, which is disturbed during construction, shall be re- striped as necessary, even if not shown on the channelization plans. All striping and related roadside signage shall be in place prior to opening the lane(s) to public traffic. e. Thin -mil Thermoplastic (Sprayable) and Thermoplastic Thin -mil thermoplastic traffic stripes and pavement markings, and thermoplastic crosswalks and limit lines shall conform to the provisions in Sections 84 -1, "General," and 84 -2, "Thermoplastic Traffic Stripes and Pavement Markings," of the CSS and these TECHNICAL PROVISIONS. T -2b 23A -89 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS Specifications for glass beads shall be "8010 -004 (Type II)." Glass beads shall be premixed within the thermoplastic material prior to application and also applied to the thermoplastic striping material immediately following the application of the striping. Thin -mil thermoplastic material shall conform to the requirements of Caltrans Specification No. PTH- 02SPRAY, for Thermoplastic Traffic Striping Material, Sprayable, White and Yellow. The binder material shall be Alkyd. Copies of the Caltrans Specification No. PTH- 02SPRAY are available at the Caltrans Transportation Laboratory, Sacramento, California. Thermoplastic material shall conform to the requirements of Caltrans Specification No. PTH- 02ALKYD. Thin -mil thermoplastic material for traffic stripes shall be applied by spray method in single uniform layer at the minimum thickness of 30 mils and not to exceed 45 mils. Thermoplastic shall not exceed 40 -50 mils. The Contractor shall not begin work until a written notice to proceed has been issued by the Engineer. The Contractor shall notify the City of Santa Ana - Public Works Agency (CSA- PWA) Engineer a minimum of two working days prior to beginning the work to coordinate the work. A schedule of the streets to be re- striped for each day shall be provided to the Engineer one full workday prior to striping or re- striping any streets. The Contractor shall adjust the thermoplastic application rate as necessary to achieve the thermoplastic application rate stated above prior to striping. Thermoplastic application rate tests (up to and including 5 thermoplastic application rate tests per day, including the thermoplastic application rate test at the start of each workday) may be conducted at random times and locations throughout each workday at the discretion of the Engineer. Thermoplastic Application Rate Testing The paint application rate shall be determined by passing the striper over a metal plate while the paint application system is operating. The flow of glass beads shall be stopped while passing over the metal plate. The Engineer or representative shall measure thickness of the applied thermoplastic immediately after application of thermoplastic on the metal plate. Striping shall not continue if the proper thickness of thermoplastic is not being applied. Adjustments and corrective measures shall be applied to insure that the correct thickness of thermoplastic will be applied. Testing of the thermoplastic application rate, as described above, will be required following any adjustment to the thermoplastic application rate, thermoplastic applicator nozzles, or any other thermoplastic application equipment prior to commencement or re- commencement of striping. The initial testing and re- testing of thermoplastic application rates at any location shall be considered as a single thermoplastic application rate test. T -2c 23A -90 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS The second paragraph of CSS Section 84 -3.05 shall be amended to read as follows: Street sweeping of the areas to be re- striped will not be required, but obvious accumulations of loose material or debris shall be removed prior to application of paint or thermoplastic. Thin -mil thermoplastic material shall be applied to the pavement at a temperature between 3509 F. and 4009 F., unless the manufacturer recommends a different temperature. Section 84 -2.05, Measurement, and Section 84 -2.06, Payment, shall be deleted. Section 84 -3.06, Measurement, and Section 84 -3.07, Payment, shall be deleted. f. Raised Pavement Markers (RPM'S) Raised pavement markers shall conform to Section 85, "Pavement Markers," of the CSS and these TECHNICAL PROVISIONS . Reflective pavement markers shall have abrasion - resistant surfaces. 1. REMOVAL - The contractor shall remove any existing raised pavement markers that do not conform to the channelization plans, and repair any damaged pavement due to RPM removal to maintain a smooth and uniform surface per SSPWC Section 302 - 5.6.2. Any missing or broken raised pavement markers shall be replaced, in kind, within the project boundaries. 2. INSTALLATION — Install raised pavement markers per the channelization plans in accordance with Section 85 -1.06, Placement, of the CSS, and CSASP Nos. 1125A -C. Section 85 -1.08, Measurement, and Section 85 -1.09, Payment, shall be deleted. 2.03 SIGNS (Roadside Signs) AND MARKERS This section shall conform to Section 56 -2, Roadside Signs of the CSS and these Technical Provisions. 1. General All new signs shall be furnished and installed by the Contractor. The sign sizes, messages, and colors shall conform to the current edition of the Caltrans Sign Specifications. The sign sizes shall be the standard size shown in the Sign Specifications unless shown otherwise on T -2d 23A -91 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS the plans. The sign backing material shall be anodized rolled sheet aluminum and shall be one piece with drilled holes for mounting. All signs installed in parkways, sidewalks or pedestrian areas shall have a minimum of 7 feet of vertical clearance from the bottom of the lowest sign to the surrounding surface. Street name signs shall have a minimum 9 feet of vertical clearance. All signs installed in raised median areas shall have a minimum vertical clearance of 4 feet from the existing surface unless shown otherwise on the plans. When two signs are installed on one post, the signs shall be installed in the proper standard vertical positions unless shown otherwise on the plans. Regulatory, Warning and Guide signs shall be posted above parking restriction signs. The Engineer shall determine the proper order for multiple signs. Sign panels shall not be overlapped. If signposts are not long enough to provide standard clearance for all signs, a longer post shall be furnished and installed. Signs shall be installed at right angles to approaching traffic unless shown otherwise on the plans. In no case shall signs be installed on wood utility poles or on wood street light poles. 2. Material and Hardware a. Roadside signs shall be fabricated using 0.080 -inch thick aluminum sheeting and traffic signal mastarm mounted signs shall be fabricated using 0.10 -inch thick aluminum sheeting. b. ASTM D4956 -09 Type XI (3M Diamond Grade DG3 Series 4000 or equivalent) reflective sheeting shall be used for the followings: i. All Regulatory signs except parking restrictions signs. ii. All Warning signs. c. For school related signs, reflective sheeting shall be 3M Diamond Grade (Fluorescent) Series 4083 DG3 or equivalent. d. For all other signs, including parking restrictions and Street Sweeping signs, the reflective sheeting shall be ASTM D4956 -09 Type III, IV (3M High Intensity Prismatic series 3930 or equivalent). e. Temporary or construction signs shall be ASTM D4956 -09 Type III, IV (3M High Intensity Prismatic series 3930 or equivalent). f. All signs, except for temporary or construction signs, shall have graffiti coating or film (such as 3M 1160 Overlay) as recommended by the manufacturer of the reflective material. Neither the color nor the reflective intensity of the finished sign panel shall be significantly diminished by the use of graffiti remover when used in a manner approved by Caltrans and the sheeting manufacturer. T -2e 23A -92 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS Reflective sheeting will be applied to the sign panel utilizing the method approved by the manufacturer of the sheeting and shall produce a durable bond equal to or greater than the strength of the reflective sheeting. No air pockets or bubbles shall exist between the sheeting and the aluminum backing. All sign panels furnished by the Contractor shall be new with no scratches or tears in the reflective sheeting. No splice will be allowed in the sign panel reflective sheeting other than that which occurs in the manufactured roll of reflective sheeting on sign panels with a minor dimension of 48" or less. On all rectangular sign panels, the splice will be horizontal. No finished sign panel shall have more than one (1) splice and no splice will fall within 2" of the sign panel edge. When splices do occur, the adjoining reflective sheets shall be color matched under both incident and reflective light. Prior to sign installation the contractor will provide a Certificate of Compliance for the signs. Section 56- 2.02A, Metal Posts, shall be deleted and replaced with the following paragraph: New signs shall be installed per City of Santa Ana Standard Plan No. 1504A and 1504B using square tubing signpost (such as Unistrut Telspar'", UltiMate or Agency- approved equal), anchors and anchor sleeves. Anchors and sleeves shall be embedded with no more than four holes exposed and no less than two holes exposed. The signpost, anchor and anchor sleeve shall be fully perforated galvanized square 12 gauge steel tubing. The signpost shall be 2 inch square, the signpost anchor shall be 2.25 inch square (all dimensions are nominal). Section 56- 2.02B, Wood Posts, shall be deleted. Section 56- 2.02C, Laminated Wood Box Posts shall be deleted. The third paragraph of Section 56- 2.02D, Sign Panel Fastening Hardware, shall be amended to read as follows: All new signs shall be installed with all new mounting hardware. All new straps, saddle brackets, nuts, bolts, and washers shall be stainless steel. Heavy duty banding straps of 0.030 shall be used. Each sign panel shall have a minimum of two rivets installed per sign. However, signs greater than 45 inches in height shall have three rivets per sign installed in the top, middle and bottom of the sign. Each signpost shall utilize a minimum of two rivets to attach the sign post to the sign post anchor assembly. The fourth paragraph of Section 56- 2.02D, Sign Panel Fastening Hardware, shall be deleted. 3. Installation and Removal Section 56 -2.03, Construction, shall be deleted and replaced with the following: T -2f 23A -93 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS The Contractor shall install new and relocate existing signs as noted on the plans, shall protect - in -place existing signs, posts and parking meters which are not to be removed, and shall replace any of these signs which are damaged during construction. Sign to be mounted on streetlight or traffic signal poles shall be installed using the strap and saddle bracket method as shown on Caltrans Standard Plan RS -4. Sign panels on traffic signal mast arms shall be installed per Caltrans Standard Plan ES -7N, Detail U. Signs mounted on streetlight poles (electroliers) shall be mounted so as not to cover electrolier identification tags. Posts shall be installed in driven post anchors per the manufacturer's specifications. New signs shall be installed on 10 foot posts, except a longer post shall be used if necessary to maintain a 7 foot vertical clearance from the bottom of the lowest sign to the top of the surrounding surface in pedestrian areas. Sign posts shall be installed a minimum of 6 feet from power poles, fire hydrants, and other obstructions. Sign posts shall be installed per City of Santa Ana Standard Plan No 1504. All signs to be salvaged, as called for on the plans, shall be become property of the contractor. All posts driven sign post anchors shall be completely removed and the sign post anchor assembly hole backfilled with clean fill dirt to match the existing surrounding grade (non -paved areas only). Driven sign post anchors in sidewalk or pavement areas shall be completely removed and backfilled with grout to the level of the surrounding grade. Sign posts with foundations in parkway area shall be completely removed and backfilled with clean fill dirt to match the grade of the surrounding area. Sign posts located within sidewalk or other paved areas, shall core drill the sidewalk and remove the sign post to below sidewalk or paving then backfilled with concrete or paving material to match the existing. Section 56 -2.04, Sign Panel Installation, shall be deleted. Section 56 -2.05, Measurement, shall be deleted. Section 56 -2.06, Payment, shall be replaced with the following: 2.04 PAYMENT Unless noted otherwise, all work relating to signing and striping, including but not limited to removal and installation of signs, posts, markers, RPM'S, stripes, pavement markings, and curb markings, shall be considered included in the lump sum price paid for Signing and T -2g 23A -94 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS Striping. This lump sum price shall include full compensation for furnishing labor, materials, tools, equipment, other incidentals for work as shown on the plans, in the Specifications and in the Signing and Striping Technical Provisions and no additional payment will be allowed therefore. T -2h 23A -95 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS 3.00 WATER MAIN IMPROVEMENTS 3.01 OPEN TRENCH OPERATIONS, EXCAVATION, BEDDING AND BACKFILL Open trench operations, excavation, bedding and backfill shall conform to the applicable provisions of Section 306 of the Standard Specifications and these Technical Provisions. Contractor shall excavate open trench 100 feet ahead of pipe laying operations to allow for any adjustments in grade necessary to resolve unforeseen utility conflicts. All trenches shall be backfilled and have 3" temporary pavement installed or covered with steel traffic plates at the end of each working day. The third paragraph of Subsection 306 -1.1.1 of the Standard Specifications is hereby deleted and replaced as follows: Excavation shall include the removal of all excess excavated materials and all water and materials of any nature, which interfere with the construction work. All pavement removals shall be sawcut. All removed pavement and excess excavated material shall be immediately disposed of off the project site at a legal dumpsite at the Contractor's expense. Trench bedding and backfill shall be accomplished in accordance with the City of Santa Ana Standard Plan No. 1428 and these contract documents and shall consist of import bedding and backfill up to pavement sub - grade. Native soil will not be allowed. All material tickets (i.e. Sand, Asphalt, Concrete, etc.) shall be given to the City Inspector on a daily basis. Sand for bedding and backfill shall be manufactured or naturally produced by the disintegration of rock and shall be sufficiently free of organic material, mica, loam, clay and other deleterious substances and shall have a minimum sand equivalent of 30. A sample shall be submitted for Engineer's approval prior to construction. The following test methods shall be used for determining relative compaction: California Test 216 (Sand Cone Method) California Test 231 (Nuclear Gauge Method) The Contractor will be provided with compaction test at locations deemed necessary by the Engineer. If compaction fails to meet the contract specifications, then the Contractor shall T -3a 23A -96 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS make the necessary adjustments and is responsible for the cost of additional compaction tests until compaction per the specifications is met. All trench and structure backfill sand shall be compacted to 90% of maximum density at optimum moisture. If any trench, through the neglect of the Contractor, is excavated below the grade required by the plans and these Technical Provisions, it shall be refilled to grade with additional bedding. This excess excavation and the additional bedding shall be at the Contractor's expense. Work shall not be allowed in more than one intersection at any one time. Payment for all removals, trenching operations, excavation, shoring, backfill and related work as specified herein including furnishing, placing and compacting bedding and backfill shall be considered included in the contract unit prices paid for other items of work and shall be considered full compensation for furnishing all labor, materials, tools, equipment, water for compaction and all incidentals for doing all the work as specified herein and as shown on the plans and no additional compensation will be allowed therefore. Any increase in the depth of excavation of 18 inches or less shall be considered to be included in the contract unit price for said work and no additional compensation will be allowed. 3.02 TEMPORARY PAVING All trenches shall be backfilled and have temporary pavement installed or covered with steel traffic plates at the end of each working day. All steel plates shall be set flush with adjacent pavement. Within four consecutive calendar days following installation of the conduit, or after compaction is approved by the Engineer, whichever comes first, steel traffic plates shall be removed and two inches of temporary pavement installed. Cross streets are to be paved with temporary pavement on the same day that excavation and backfill are completed. Temporary pavement shall be maintained so that a smooth traversable surface is available at all times for vehicular traffic, free from ruts, depressions, holes and loose gravel. Temporary paving shall be removed and disposed of by the Contractor before the permanent resurfacing is placed. Payment for construction and maintaining temporary pavement shall be included in the price bid for other items of work, and no additional allowance will be made therefore. The contractor shall construct temporary asphalt concrete with a slope of 1:1 at the edge of open excavation (remove and reconstruct section) if all the following occur: T -3b 23A -97 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS 1. Clearance between travel lane and open excavation is less than five (5) feet 2. Excavation depth is four (4) inches or deeper, and 3. If open excavation will last more than 24 hours Payment for construction and maintaining temporary pavement shall be included in the price bid for other items of work, and no additional compensation will be made therefore. 3.03 PERMANENT ASPHALT CONCRETE TRENCH PAVEMENT REPLACEMENT This work shall consist of constructing permanent asphalt concrete pavement replacement and shall be accomplished in accordance with the details shown on the Plans, these Technical Provisions and the street work permit. Asphalt concrete construction shall conform to Section 400, 200, 203, and 302 of the Standard Specifications and these Technical Provisions. Tack coat is required. Course aggregate shall consist of material, which at least 75% by weight shall be crushed particles in lieu of the requirements of Section 400 -2.3. The AC trench pavement replacement for each street shall consist of an AC base course and a 2" thick AC surface course. The AC trench pavement replacement shall be adjusted to match existing street section listed below are recommendations: Local Streets: 6" thick deep lift A.C. (match existing) Arterial Streets: 12" thick deep lift A.C. (match existing) The required AC mix designs shall be as follows: Base Course III -B3 -AR -4000 or PG64 -10 Overlay /Surface Course III -C3 -AR -4000 or PG64 -10 Crack Filler III -F -AR -4000 or PG64 -10 Payment for constructing permanent asphalt concrete replacement shall be included in the unit price bid for other items of work and no additional compensation will be allowed therefore. 3.04 PERMANENT PORTLAND CEMENT CONCRETE (P.C.C.) TRENCH PAVEMENT REPLACEMENT AND BUS PAD REPLACEMENT P.C.C. pavement replacement shall be at least 6 inches thick and shall be 1 inch thicker than existing. P.C.C. T -3c 23A -98 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS Portland cement concrete pavement replacement and bus pad replacement shall conform to Sections, 400, 200, 201, and 302 of the Standard Specifications and these Technical Provisions. PCC used for street pavement and bus pad construction shall be minimum class 560 -A -3250. In addition to these minimum requirements, the concrete shall possess the following characteristics: - Flexural strength at 28 days: 550 p.s.i. min. - Flexural strength at 7 days: 430 p.s.i. min. - Compressive strength at 7 days: 2500 p.s.i. min. All cement to be used or furnished on this Project shall be Type II low alkaline Portland Cement conforming to ASTM C150. Prior to the start of construction, the Contractor shall furnish to the Engineer laboratory test data for the particular mix design he will use. The data will include the following: A. A detailed concrete mix design including the type and amount of cement used; complete gradation and source of the aggregate used; the amount of water used; and any proposed admixtures. B. Flexural strength test data for the same batch of concrete used in "A" above showing the compressive strength of the concrete at 3, 7, and 28 days. Section 302 -6.4.2 entitled "Tamping" of the Standard Specifications shall be modified by adding the following: The outer edge of the gutter shall not be used as a side form for the mechanical tamper except where existing gutter is to remain as shown on the construction Plans. Concrete pavement for bus pads shall be installed monolithic with the curb and gutter and shall be accomplished in accordance with City of Santa Ana Standard Plan No. 1108. Payment for the curb and gutter is included in the unit price for bus pad replacement. Section 302 -6.4.4 entitled "Final Finishing" of the Standard Specifications shall be modified as follows: Delete all reference to wetted burlap. Final finish of the pavement surface shall be textured by stiff brooming that will produce scoring perpendicular to the centerline of the street, performed at a time and in a manner to produce a hardened surface have a coefficient of T -3d 23A -99 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS friction of not less than 0.38 as determined by California Test 342. Curing to be applied immediately following brooming. Joints in the concrete pavement shall be constructed as described in Section 302 -6.5 of the Standard Specifications except as modified herein. Sawing of the joints shall begin as soon as the concrete has hardened sufficiently to permit sawing without excessive raveling, usually 4 to 24 hours per Engineer's directions. If necessary, the sawing operations shall be carried on both day and night, regardless of weather conditions. All joints shall be sawed before uncontrolled shrinkage cracking occurs. A standby saw shall be available in the event of breakdown. All weakened plane joints shall be saw cut to a depth equal to one fourth of the pavement thickness. Longitudinal joint spacing shall be at 10' minimum and 15' maximum on either side of centerline joint. Transverse joint spacing shall be at 10' minimum and 15' maximum for pavement, curb and gutter. Longitudinal joints shall be aligned such that they will cross manholes and water valves at centerline if possible. Transverse construction joints within 1' shall cross all manholes and water valves. Provide a weakened plane joint around the perimeter of all utility vaults. Payment for cold joint construction or weakened plane saw cutting shall be included in the PCC Construction Bid Item and no additional compensation shall be allowed therefore. The Cleanness Value requirement of Section 200 -1.4 shall be replaced with the following: Tests Cleanness Value Individual Test Moving Average Test Method California 227 Requirements 70 min* 75 min* The Sand Equivalent requirement of Section 200 -1.5.3 shall be replaced with the following: Sand Equivalent Individual Test Moving Average California 227 70 min* 75 min* Evaluation of Sand Equivalent and Cleanness Value results shall conform to the provisions of Standard Specifications Subsection 400 -1.4. Concrete shall be high early strength concrete, treated in accordance with section 201 -1 to obtain 7 day compressive strength in 3 days. Traverse joints shall match those of the adjacent pavement. T -3e 23A -100 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS The concrete pavement shall be immediately barricaded upon its installation and no vehicular traffic will be permitted thereon until the expiration of 3 days. Payment for constructing permanent P.C.C. concrete trench pavement replacement and bus pad replacement shall be included in the unit price bid for other items of work and no additional compensation will be allowed therefore. 3.05 PORTLAND CEMENT CONCRETE CROSS GUTTER This work shall consist of replacing Portland Cement Concrete (PCC) cross - gutter from the spandrel to street centerline (cold joint to cold joint) to facilitate water main construction. All work shall be accomplished in accordance with City of Santa Ana Standard Plan No. 1109. The replacement areas are clearly indicated on the plans. Concrete shall be high early strength concrete, treated in accordance with section 201 -1 to obtain 7 day compressive strength in 3 days. Payment for constructing Portland Cement Concrete cross gutters replacement shall be included in the unit price bid for other items of work and no additional compensation will be allowed therefore. 3.06 LANDSCAPING AND IRRIGATION REPAIR This section shall conform to Sections 212 and 308 of the Standard Specifications and these Technical Provisions. All lawn and landscaped areas disturbed by the Contractor as part of or as a result of the work shall be prepared /brought to adjacent grade and restored to match existing landscaping. If there are any existing sprinkler heads and irrigation lines in the construction areas, whether on public or private property, they shall be replaced or relocated by the Contractor. The text of Subsection 308 -8 of the Standard Specifications is hereby deleted and replaced with the following: All costs to the Contractor for landscaping and irrigation work in areas disturbed by the Contractor shall be included in other items of work and shall include full compensation for furnishing all materials, labor, equipment, tools and incidentals to perform all work necessary to complete and maintain the landscaping and irrigation work. T -3f 23A -101 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS 3.07 EXISTING UTILITIES AND ADJUSTMENTS IN GRADE All existing utilities shall be protected in place, unless otherwise noted on the plans. The Contractor shall be responsible for any damage to existing utilities as a result of his operations. The location of existing utilities as shown on the plans was obtained from a search of available records. It shall be the Contractor's responsibility to notify the respective utility owners and Underground Service Alert (1- 800 - 422 -4133) to determine the exact field location of all utilities shown or not shown on the plans, which may conflict with his operations. Potholing of existing utilities and service connections to determine exact depth and field locations shall be the responsibility of the Contractor. The Contractor shall excavate trench 100 feet in advance of pipe laying operations to allow for any necessary adjustments in grade to clear any unmarked or unforeseen utilities. In addition, The Contractor shall determine the location and depth of all utilities including service connections, which may affect or be affected by its operation, three (3) weeks in advance. In the event of any conflicts The Engineer shall be immediately notified. City owned utility frames and covers for survey monuments, water meter, water valves, traffic signal and street light pull boxes, and manholes within the area to be paved or graded, shall be set to finish grade by Contractor after construction of new asphalt concrete pavement. In portland cement concrete pavement and sidewalk areas, City utility frames and covers shall be adjusted to grade prior to placement of concrete. Contractor shall supply new sewer manhole frame and covers, sewer cleanout frame and covers and water valve pot frame and lids per City standard plans. Prior to paving, an "I.D. Locator" shall be attached to each valve box or manhole cover. An "ID Locator" is a rubberized marker approximately 4" high that adheres to the utility cover and pops -up after paving for easy identification and location of the respective valve box or manhole. Contractor shall measure and tie -out locations of manholes and water valves prior to paving. 3.08 PVC WATER MAIN Underground conduit construction shall conform to all applicable Subsections of Section 306 of the Standard Specifications, the American Water Works Association Standards (AWWA), the City of Santa Ana Standard Plans and these Technical Provisions. This work shall include constructing AWWA C900 -97, Class 200 DR14, PVC Water Main, and appurtenances complete and in place, of the size and class, and to the alignment and grade as indicated on the plans. The minimum cover over top of pipe shall be 36" to finished surface. T -3g 23A -102 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS Fittings shall be gray or ductile iron conforming to AWWA Standards and shall be push -on- joint (P.J.), mechanical joint (M.J.) or flanged (FLG) except where noted otherwise. All valves to fitting connections shall be flanged. Valves for lateral lines, hydrant leads and service lines shall be bolted directly to main line tee, unless otherwise noted on plans. Where it is necessary to install a reducer or other type of fitting between the lateral valve and main line, said fitting shall be flanged at both ends. All flanged fittings and connections shall comply with the applicable provisions of AWWA C110. The bolt circle and boltholes of these flanges shall match those of the Class 125 flanges shown in ANSI B16.1. The Contractor shall coordinate the flange requirements with the connecting pipe and valve manufacturers. Contractor shall provide flange to connecting pipe adapters as needed. Adapters may be flange by push on fittings (FLG x P.J.) or flange by mechanical joint (FLG x M.J.) adapter. "E -Z Flange" and similar setscrew type adapters are not acceptable. Grip rings for PVC pipe restraint, such as Romac RomaGrip are acceptable. All ductile iron and gray -iron fittings shall be manufactured in accordance with all applicable requirements of ANSI /AWWA Standards and Specifications. Concrete thrust blocks shall be provided at all valves, fittings and hydrants in accordance with AWWA Standards and City of Santa Ana Standard Plans Nos. 1412 and 1420. Installation shall be in accordance with AWWA Manual No. M23 - "PVC Pipe Design and Installation" and the manufacturer's recommendations. Pipe sections shall not be deflected at anyjoint, either vertically or horizontally, beyond the limits specified by the manufacturer. Pipe shall not be dropped into trench. All ductile iron or gray iron fittings, valves, and appurtenances buried underground shall be wrapped with 10 mils polyethylene sheeting. Any existing or connecting iron pipe and appurtenances that are exposed as a result of this pipe installation shall also be wrapped with polyethylene sheeting. This shall be done in accordance with AWWA C105 -99. All nuts and bolts shall be cadmium plated and shall have NON -OXIDE GREASE or mastic such as 3M EC244, or Koppers Bitumastic 505 applied to the threads prior to installation and reapplied prior to wrapping. The existing water main facilities shown on the plans are at or near the same elevation as the new main. T -3h 23A -103 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS When crossing existing water main or service line, Contractor shall adjust grade as necessary to install the new main beneath the existing facility, unless otherwise directed by the Engineer. When making connections to existing water main or service line, Contractor shall provide all fittings necessary (i.e. tees, bends, adaptors, etc.) to adjust the grade and alignment as needed to facilitate the connection. The cost of this work shall be included in the unit price for PVC water main and no additional compensation will be allowed. When there are specific locations indicated on the plans where it is known that additional excavation will be required to avoid conflicts with other utilities, these locations and required depths are clearly noted on the plans. The Contractor shall include any associated cost for this work in unit price per linear foot for PVC water main bid items and no additional compensation will be allowed. Pipe shall not be stored in direct sunlight. Pipe stored outdoors shall be protected from discoloration by covering it with opaque material such as canvas. The covering shall be placed in such a way as to allow adequate air circulation between the cover and the pipe. Discolored pipe shall be rejected. Hydrostatic testing: pressure and leakage tests shall be in accordance with the applicable provisions of AWWA Std. C600 -05. The line shall be tested at a pressure of 200 psi. Hydrostatic pressure testing of the main shall not be performed directly against a valve. A steel test plate shall be inserted between the valve and main when performing hydrostatic pressure testing. All new pipelines and appurtenances shall be chlorinated and disinfected in accordance with AWWA Std. C651 -99 and shall meet all health department standards. The Contractor shall submit a "Disinfection and Flushing Plan" prior to commencing construction. After disinfection, the lines shall be flushed by the Contractor and water samples taken by an approved laboratory representative for bacterial analysis in accordance with AWWA specifications. Discharge from flushing of pipelines shall be routed to the sanitary sewer system. Connection to existing water main facilities shall be made only after the successful completion of pressure test and bacteria test. For all water main tie -ins, Contractor shall notify residents /property owners a minimum of 48 hours prior to any interruption in service. Every effort shall be made to minimize the T -3i 23A -104 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS inconvenience to the customer. Contractor shall coordinate these activities with the City of Santa Ana Water Resources Division a minimum of four (4) working days prior to beginning tie -ins. When necessary, such work shall be performed after -hours or on weekends as directed by the Engineer. In no case shall any property be without service for more than four (4) hours. In special circumstances, emergencies, or when directed by the Engineer, the Contractor shall provide temporary service lines, with approved NSF hoses, to prevent any interruption in service. The unit price per linear foot for PVC water main shall include full compensation for furnishing all pipe, fittings, appurtenances, labor, materials, tools and equipment for all related items of work necessary for the water main installation complete in place, backfilled, paved, and tested. Any increase in the depth of excavation of eighteen (18) inches or less shall be considered to be included in the contract unit price for said work and no additional compensation will be allowed. 3.09 BORE AND JACK, INSTALL STEEL CASING AND PVC CARRIER PIPE This section describes Bore and Jack Casing with Carrier pipe at approved locations under landscaped medians as shown on plans. Bore and Jack operations including the installation of carrier pipe shall conform to the applicable provisions of Section 306 of the Standard Specifications, these Technical Provisions, as directed by the Engineer and as shown on the Contract Documents. a. All work shall be as set forth in the rules and regulations of the division of Occupational Safety and Health of the state of California. b. It is the contractor's responsibility to be thoroughly familiarized with the project area. There is no warrantee or guarantee either expressed or implied that the conditions indicated by the Construction Documents or records thereof, are representative of the conditions existing throughout the project area. Investigating the site and determination of the site soil conditions prior to bidding is the sole responsibility of the contractor. Any subsurface investigation by the bidder or contractor must be approved by the City of Santa Ana. c. Casing and carrier pipe installation shall be performed in a way that will not interfere with, interrupt or endanger roadway surface, median landscaping, and minimize subsidence of the surface, structures, and utilities above and in the vicinity of the bore. The contractor shall be responsible for all settlement resulting from boring operations and shall repair and restore damaged property to its original or better condition at no additional cost to the owner. T -3j 23A -105 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS d. The face of the excavation shall be protected from the collapse of the soil into the pipe or casing. e. Design of the jacking /receiving pit and required bearing loads to resist jacking forces are the responsibility of the contractor. The excavation method selected shall be compatible with expected ground conditions. The lengths of the bore shown on the contract documents are not representative of required boring. It is the contractors responsibility to develop working drawings detailing the bore and jack process. f. Contractor shall comply with all manufacturers' specifications and recommendations for the approved products CASING Submit manufacturer's mill specification sheet listing diameter, thickness, and class of steel used in making the casing, and the mill certification. The Contractor's attention is called to the fact that the casing pipe must be installed such that the carrier pipe grade line matches surrounding proposed PVC water main. Tolerances shall not exceed allowable deflections stipulated in manufacturer's specifications. Casing pipe shall not be dropped in the trench. Steel casing shall be ASTM A 283, Grade C, ASTM A 570 Grade 30, 33, and ASTM A -36 unless noted otherwise and have a minimum yield strength of 35,000 psi. The minimum size and thickness of casing pipe shall be per City of Santa Ana Standard Plan No. 1429. Greater casing thickness and diameter may be used as convenient for the method of work and loadings involved, as suitable for the site and as limited by possible interferences, but at no additional cost to the City. The exterior of the pipe shall be coated with coal tar epoxy or bituminous asphalt. Minimum wall thickness shall be as shown on City of Santa Ana Standard Plan No. 1429. Casing sections shall be joined by full circumference butt welding in the field. Prepare ends of casings for welding by providing 1/4 -inch X 45- degree chamfer on outside edges. The pipe shall be supported on plastic skids, PSI spacers Model C8G -2, or approved equal, installed at the spacing recommended by the manufacturer. Each end of casing shall be sealed with a water tight flexible sealer, PSI Model C "End Seal" or approved equal. CARRIER PIPE The carrier pipe shall be PVC unless otherwise indicated on plans. All pressure carrier pipe shall have restrained joints inside the casing. T -3k 23A -106 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS GROUT HOLES Grout holes shall be per City of Santa Ana Standard Plan No. 1429. WELDING OF CASING PIPE Welding requirements shall be in accordance with ANSI /AWWA C206. Welding procedures shall be required for, at a minimum. Longitudinal and girth or special welds for pipe cylinders, casingjoint welds, reinforcing plates, and grout coupling connections. Welding shall be done by skilled welders, welding operators, and tackers who have had adequate experience in the type of materials to be used. Welders shall be qualified under the provisions of ANSI /AWS D1.1 by an independent local, approved testing agency not more than 6 months prior to commencing work on the casing or pipeline. Machines and electrodes similar to those used in the Work shall be used in qualification tests. The contractor shall bear the expense of qualifying welders. CASING SPACERS Casing spacers shall be sized sufficiently to provide a minimum clearance of two (2) inches between outside of carrier pipe bells or couplings and inside of casing. The spacers shall be PSI Model C8G -2 or approved equal and consist of the following components: a. Spacer Band Material: Minimum 14 -gauge steel band of either Type T -304 stainless steel or Carbon steel coated with fusion bonded epoxy or PVC coating. b. Spacer Liner Material: Ribbed liner of PVC or EPDM rubber designed to overlap the edges of the upper spacer band and prevent slippage. Liner shall have a minimum thickness of 0.090 inches and a hardness of 85 -90 durometer "A ". c. Spacer Width: As recommended by the spacer manufacturer for the specific application. Minimum width shall be 8 inches. Manufacturer's approval in writing shall be required for installations exceeding 300 feet in length, carrier pipes in excess of 48 inches in diameter or multiple carrier pipes in casing. d. Spacers Risers and Runners must be: 1. Risers must be a minimum 10 -gauge steel risers of same material and requirements as spacer band. Risers shall be MIG welded to spacer band prior to coating. Risers must be suitable for supporting the weight of the carrier pipe. 2. Risers shall be manufactured of an abrasion resistant material having a low coefficient of friction (0.1 to 0.6) and designed to support the carrier pipe without damage or excessive wear. Runner material shall be of glass reinforced polyester or nylon and have a minimum compressive strength of 18,000 psi (ASTM D 695). T -31 23A -107 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS e. All hardware and fasteners shall be stainless steel. f. Hardwood skids shall NOT be used in place of manufactured casing spacers. g. Fill material shall be grout. CASING END SEALS End seals shall be PSI Model C or approved equal and be made of synthetic rubber, conical shape, pull on or wrap- around style with type 304 stainless steel bands. PREPERATION Confirm location of all known existing utilities prior to start of jacking /receiving pit excavation and pipe installation. The contractor shall provide the detailed layout required to keep the bore on grade. Notify the Engineer no less than 7 working days before beginning shaft excavation. Before beginning construction of jacking /receiving pit, adequately protect existing structures, utilities, trees, shrubs, and other existing facilities. Place fencing, gates, lights, and signs, as necessary around shafts and staging areas to provide for public safety. When preparing to install casing pipe, verify casing pipe minimum wall thickness is adequate for anticipated jacking loads. INSTALLATION Jacking and receiving pit construction shall be such as to ensure the safety of the work, contractor's employees, the public, existing utilities, and adjacent property and improvements, whether public or private and shall comply with the State of California requirements and Section 306 of the Standard Specifications and these Technical Provisions. Provide complete groundwater control for excavations at all times. Perform jacking and receiving pit excavations using appropriate excavation or large hole drilling methods, as required. Inspect shaft and pit excavations daily to check the safety of excavation and structural integrity of support system. Open excavations shall conform to all federal, state, and local requirements. Once initiated jacking operations shall continue without interruption, to prevent the pipe from becoming firmly set in the embankment. LUBRICATION OF EXTERIOR OF PIPE AND /OR CASING Bentonite slurry may be used to lubricate exterior of pipe and /or casing during installation. Use of water to facilitate removal of spoil is permitted; however, waterjetting is not allowed. BORING The boring shall be accomplished by means of auguring to the size, line and grade shown on the Contract Documents or as directed by the Engineer. The diameter of the bore shall be minimal to complete the jack and bore operations. Re -drill pilot hole when bore does not meet specifications. T -3m 23A -108 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS JACKED AND BORED STEEL CASING Bore hole diameter shall not exceed outside diameter of casing by more than one (1) inch. When unstable soil conditions are found to exist, conduct boring operations in a manner that will not be detrimental to facility being crossed. Horizontal line tolerance is two (2) inches, maximum. Vertical line tolerance is two (2) inches, maximum. A means of steering the pipe or casing must be provided to ensure allowable tolerances will not be exceeded. The contractor must measure and record progress at all times to confirm that horizontal and vertical lines are within allowable tolerances. For casing: Weld sections of casing pipe together to provide water tight joints by operators qualified in accordance with the American Welding Society Standard Procedures. These welds shall be continuous, complete joint penetration butt joint welds as required for rigid and watertight connections. If the removal of casing is permitted, make proper provisions to prevent caving in of the earth surrounding the casing. If it is necessary to abandon a bored hole, remedial measures shall be taken by the contractor, subject to review by the Engineer. If required grade tolerance has not been achieved, corrections in grade are to be made using casing spacers of varying height per manufacturer's recommendations. MONITORING OF SURFACE MOVEMENT Perform a preconstruction survey of road surface and landscaped median. Contractor shall record horizontal coordinates and elevations. Document location of recorded measurements. Monitor movement of road surface and landscaped median on a daily basis and provide results to the Engineer. Stop operations if movement exceeds % inch and immediately notify the Engineer. GROUTING JACKED AND BORED STEEL CASING Overcutting in excess of one (1) inch shall be remedied by pressure grouting the entire length of the installation. Should appreciable loss of ground occur during jacking or boring operations, contractor shall backpack all voids promptly. Fill all remaining voids upon completion of operations: such filling or backpacking shall be with grout unless otherwise approved. CARRIER PIPE INSTALLATION Entire length of casing shall be installed complete, inspected, and approved by Engineer before any carrier pipe is placed therein. Repair defects in casing pipe or leakage at joints. Casing spacers shall be installed per manufacturer's recommendations and in such a manner that electrical continuity will not occur between casing pipe and carrier pipe. Check each joint makeup and pipe segment prior to pushing carrier pipe segments into casing. Carrier pipe shall be PVC pipe, mechanical joint with restraints. Casing end seals shall be provided at the end of the casing pipe after installation of the carrier pipe. Casing end seals shall be installed per manufacturer's recommendations. T -3n 23A -109 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS ANNULAR SPACE The annular space shall be completely grouted to support the carrier pipe and provide long time stability. Grout shall consist of Portland Cement, fly ash, and /or additives. Mix design shall be approved by the Engineer and conform to Section 201 of the Standard Specifications. REMOVAL OF JACKING AND RECEIVING PIT SUPPORTS Remove support elements except those required by Engineer to remain in place, from excavation. In addition, remove support elements as needed to install carrier pipe. Removal of support system shall be performed in a manner that will not disturb or harm adjacent construction or facilities. Fill voids created by removal of support system with clean sand, flowable fill, or similar fill material approved by Engineer. BACKFILLING OF JACKING AND RECEIVING PIT Seal jacking and receiving pit opening and backfill at shafts. Backfill shall be gunite sand, gunite concrete or pressure concrete and the process shall conform to the applicable provisions of Section 306 -2.3 of the Standard Specifications, these Technical Provisions, as directed by the Engineer and as shown on the Contract Documents. The per unit price for Bore and Jack, Install Steel Casing and PVC Pipe shall include full compensation for constructing boring and receiving pits, furnishing all pipe, steel casing, fittings, trenching, sheeting, shoring, labor, permanent paving within the trench, materials, tools, equipment and appurtenances for all related items of work necessary for the bore and jack installation of the steel casing complete in place, backfilled, paved and testing. No additional compensation will be allowed. Any increase in the depth of excavation of eighteen (18) inches or less including where called for on the plans to deepen the pipe or use fittings to avoid a crossing utility shall be considered to be included in the contract unit price for said work and no additional compensation shall be allowed. 3.10 TRACING WIRE A minimum of 12 gauge (Blue) Tracing Wire, insulated with high molecular weight polyethylene (HMWPE) specifically for use in direct burial applications, shall be placed and secured to the top of all PVC pipe as it is being laid. The tracing wire shall be stubbed up at each valve (left accessible inside the valve box) and hydrant (coiled around the barrel just below the top flange with 16 inches excess). Tracing wire shall be secured to the top of the pipe at 5 -foot intervals or less to ensure that the wire remains at the same location as the PVC pipe being laid. T -3o 23A -110 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS All splices of the wire shall be made securely and covered thoroughly with a Direct Bury Splice Kit, 3M DBY /DBR or approved equal. The Contractor shall schedule and conduct a conductivity test on completion of the water main installation and prior to placement final pavement. If the conductivity test fails, the Contractor shall be responsible for making the necessary repairs, including but not limited to excavation, repair and retesting until passing results are achieved. Additional compensation will not be allowed therefore. 3.11 RESILIENT WEDGE GATE VALVES This work shall consist of furnishing and installing gate valves, including risers with valve boxes, and P.C.C. collars where indicated on the plans. All work shall conform to City of Santa Ana Standard Plans 1410. Gate valves shall be of the size and configuration as indicated on the plans and shall be AWWA and ULFM tested, resilient wedge with operating nuts and non - rising stems, and shall be designed for a minimum working pressure of 200 psi and be tested at 400 psi. Valves shall be bubble -tight at the working pressure. Gate valves shall be Clow, Mueller, Renselear, or approved equivalent. Valves shall have all stainless steel nuts and bolts and shall be manufactured in accordance with AWWA C509 Standards. Valve linings and coatings shall be made in accordance with AWWA C -550. All valve to fitting connections shall be flanged. Valves for lateral lines shall be bolted directly to main line tee, unless otherwise noted on the plans. Where it is necessary to install a reducer or other type of fitting between the lateral valve and main line, said fitting shall be flanged at both ends. All valve box frame and covers shall require P.C.C. collars and shall be adjusted to finished grade following paving operations. Collars on arterial and collector streets shall be constructed using Rapid Set® Concrete per City of Santa Ana Standard Plan No. 1410. Contractor shall have Rapid Set® Set Control retardant on job site when adjusting valve frame and covers. Contractor shall warranty all valve collars constructed with Rapid Set® for a period of 2 years. If collars are found to be deficient during the warranty period, Contractor shall, at his expense, reconstruct collars per Standard Plan No. 1410. The contract unit price for each size of valve shall be considered full compensation for furnishing all labor, materials, tools, equipment and incidentals to accomplish the work as specified herein including valve box frame and cover with PCC collar, PVC riser pipe and all appurtenances, adjustment to finished grade, and no additional compensation will be allowed therefore. T -3p 23A -111 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS 3.12 WATER SERVICE AND FIRE LINES All work shall conform to City of Santa Ana Standard Plans and meet all A.W.W.A. Specifications. All ductile or cast iron pipe, fittings, valves, and appurtenances buried underground shall be wrapped with 10 mils polyethylene sheeting. Any existing or connecting pipe and appurtenances that are exposed as a result of this pipe installation shall also be wrapped with polyethylene sheeting. Service laterals shall be installed perpendicular to the centerline of the main. Removal and replacement of sidewalk, as necessary to facilitate water service meter installation, shall be included as part of this work. All work shall conform to City of Santa Ana Standard Nos. 1401, 1402, and 1104. The City shall furnish and install the water meter after all other work is complete. Note: Angle meter stops are not acceptable. The connection to the meter coupling shall be a curb stop with locking wing nut. For all water service relocations and installations, Contractor shall notify residents a minimum of 24 hours prior to any interruption in service. Every effort shall be made to minimize the inconvenience to the customer. Contractor shall coordinate these activities with the City of Santa Ana Water Resources Division a minimum of four (4) working days prior to beginning work on services. When necessary, such work shall be performed after -hours or on weekends as directed by the Engineer. In no case shall any property be without service for more than four (4) hours. In special circumstances, emergencies, or when directed by the Engineer, Contractor shall provide temporary service lines, with approved NSF hoses, to prevent any interruption in service. 1" & 2" New Water Service Construction: This work shall consist of constructing a complete new water service where indicated on the plans, and shall include service saddle, corporation stop, curb stop, copper tubing, meter box, and appurtenances all in accordance with City of Santa Ana Std. Plan No 1401 and 1402. 3" and Greater Relocating Services and Fire Lines: Relocation of these facilities may be accomplished by installing new portions of pipe as necessary to complete the relocation and connecting back to the existing service line. Pipe may be either ductile iron or C -900, PVC. If relocation requires an increase in depth or horizontal realignment of the pipe, 45° Bends shall be used to re -route the pipe. Thrust blocks shall be required in accordance with City of Santa Ana Standard Plans Nos. 1403A, 1403B, 1403C, and 1412. All pipe trenches shall have 6" minimum of sand bedding beneath the pipe and sand backfill over the pipe compacted to 90% relative compaction. T -3q 23A -112 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS The unit price for each fire line and /or service shall include full compensation for furnishing all pipe, fittings, thrust blocks, gate valves, gate valve frame and cover, labor, paving, materials, tools, equipment and appurtenances for all related items of work necessary for the installation complete in place, backfilled, paved and tested. No additional compensation will be allowed. 3.13 FIRE HYDRANTS This work shall consist of furnishing and installing fire hydrants and bury assemblies (including spools if required) in the locations indicated on the plans. Hydrant lateral pipe and gate valves are included as part of this work. All hydrants shall be painted O.S.H.A. white and shall have a primer coat and finish coat applied. Hydrant shall be installed as detailed on City Standard Plan No. 1405. Where necessary, Contractor shall saw -cut, remove and replace sidewalk to facilitate hydrant installation. Sidewalk shall be replaced per City of Santa Ana Standard Plan No 1104. Hydrants shall be either Clow, Model F -2500; Kennedy Guardian, Model K81D; or Mueller Super Centurion 250. Contractor shall install drain valve plugs on fire hydrant assembly per City Standard Plan No. 1405. The unit cost for each fire hydrant shall include all materials, labor, incidentals, and appurtenances necessary to install each fire hydrant assembly, complete and in place; including repair of surface improvements and decorative brick sidewalk as needed. 3.14 AIR AND VACUUM RELEASE VALVES (AS NEEDED) This item is to be used on an "As Needed" basis and only with the prior approval of the Engineer. This work shall consist of furnishing and installing air and vacuum release valve assemblies per City Standard Plan No. 1415. All work shall conform to applicable AWWA standards as necessary. Main line taps and copper pipe line runs for 1" air and vacuum release valves shall be constructed per the applicable provisions pertaining to water services and fire lines of these Technical Provisions. Air and vacuum release valves shall be field located by the Engineer. T -3r 23A -113 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS The vented pipe cover shall be hot dip galvanized after fabrication and painted. The unit cost for each air and vacuum release valve shall include all materials, labor, incidentals and appurtenances necessary to install each air and vacuum release valve, complete and in place and no additional compensation shall be allowed therefore. The unit quantity for this item listed in the bid proposal is shown solely for the purpose of comparing bids. The agency reserves the right to increase or decrease the amount shown and /or delete this item from the contract without any adjustment in the unit price. Contractor will be paid for the quantities actually constructed. 3.15 VERTICAL OFFSET (AS NEEDED) This item is to be used on an "As Needed" basis and only with the prior approval of the Engineer. This work shall consist of furnishing and installing a vertical offset per City Standard Plan No. 1413B. All work shall conform to applicable AWWA standards as necessary. The unit cost for each vertical offset up to a depth of 6 feet (from top of water pipe to surface) shall include all materials, labor, incidentals and appurtenances necessary to install each vertical offset, complete and in place and no additional compensation shall be allowed therefore. The unit quantity for this item listed in the bid proposal is shown solely for the purpose of comparing bids. The agency reserves the right to increase or decrease the amount shown and /or delete this item from the contract without any adjustment in the unit price. Contractor will be paid for the quantities actually constructed. 3.16 LOOP DETECTORS AND DETECTOR LEAD -IN CABLE Detectors and detector lead -in cable shall conform to the provisions in Section 86 -5, "Detectors," of the Caltrans Standard Specifications and these Technical Provisons. Additional loop detector sensor units, if needed, shall be furnished by the Contractor to provide the intended signal operation. Loop detector wires shall be Type 2. Loop detector configuration shall be Type E. Bicycle loop detectors in vehicle lanes shall be Type D circular 6 foot diameter. Loop detector lead -in cable shall be Type B. Asphaltic emulsion sealant shall be used for filling slots in asphalt concrete pavement. Elastomeric sealant shall be used for filling slots in PCC pavement. Front loop (center of loop) to be placed 4 -foot behind back of crosswalk. Loops in the same lane shall be placed 16 feet apart (center to center). All loops to be centered in the travel lane, except where curb T -3s 23A -114 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS lane is wider than 10 feet, place loop's center at 5.5 feet from the adjacent left lane line. All loops must be tested before filling saw cuts. All inductive loop detector wires shall be appropriately terminated in pull box. If any inductive loop detector wires or loop detector lead -in cables are to be left un- terminated in a pull box for more than a 24 -hour period, the ends shall be securely taped and sealed with an electrical insulating coating. Payment for detectors and detector lead -in cable shall be included in the unit price bid per each Furnish and Install Traffic Signal Loop and shall include full compensation for furnishing materials, labor, equipment, tools, and incidentals and no additional compensation will be allowed therefore. 3.17 DISINFECTION AND FLUSHING PLAN Prior to start of construction, the Contractor shall submit to the City for review and approval a water line "Disinfection and Flushing Plan" prepared by a D3 or T3 Operator Certified with California Department Health Services, or a Registered Civil Engineer practicing in the field of water resources, indicating the following as a minimum: • Phasing of disinfection and flushing • Source of flushing water • Type and configuration of connection required to introduce flushing water into the propose water main • Method of disposal of flushed water • Total number and locations of sampling points • Types of testing to be performed o Acceptable Bacteriological 1. Total Coliform = Negative 2. Fecal Coliform = Negative 3. Heterotrophic Plate Count Less than 150 CFU per 1 ml 4. Chlorine Residual: Free or Total • Company performing sampling and testing 3.18 WATER MAIN TIE -INS, SHUTDOWN AND ABANDONMENT The following is the procedure for water main shut down to facilitate tie -ins or abandonment of existing mains: 1. Contractor to pothole and expose existing connection. 2. Engineer to verify existing conditions. Excavation to be plated, not backfilled. T -3t 23A -115 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS 3. Prior to any shutdown of existing water system, Contractor shall have all necessary fittings and equipment on site to complete the water main tie -in or abandonment. 4. Shut down shall be scheduled within the selected bids allowable working hours and as follows: o Base Bid Night Work shut down shall be scheduled for between 9:00 p.m. and 3:00 a.m. o Alternate #1 Day Work shut down shall be scheduled for between 8:30 a.m. and 12:30 p.m. Contractor shall notify residents and businesses 48 hours in advance of shut down. Water shall not be shut off outside of times listed above except in an emergency. All work necessary to shutdown an existing public water main shall be coordinated by the Water Maintenance Division. Unless at the direct supervision of the Construction Inspector, under no circumstances shall the Contractor operate valves, hydrants, and other appurtenant equipment on the existing public water system. It shall be the Contractor's responsibility to coordinate the necessary shutdown schedules through the Construction Inspector assigned to the project. Scheduled shutdowns shall require sufficient time to allow water maintenance personnel to review, approve, and develop an appropriate Operation Program. Contractor shall coordinate shut down activities with the City of Santa Ana Water Resources Division a minimum of four (4) working days prior to any water main shutdown. The Contractor shall be responsible for maintaining all schedules current and coordinating all deviations, which may occur from time to time with the Construction Inspector. The City will make a concerted effort to isolate the system as planned with the Contractor. However, due to the age of the pipe and valves the Contractor should not expect an absolute shutdown and shall be prepared to employ pumping equipment in the event that an absolute shutdown cannot be achieved. The City Engineer shall judge the shutdown to be adequate for the tie -in to proceed as indicated on the plans and specified here in. The City will not be responsible for any delays due to system shutdown and isolation when an adequate shutdown can be achieved and no additional compensation will be allowed. When an extensive water main shutdown is required and an adequate shutdown cannot be achieved, the Water Department will determine what temporary service connections may be required. The Contractor shall furnish all necessary appurtenances (i.e. hose, piping, valves, and water trucks) and associated labor required to provide such temporary service. All piping and associated equipment used in temporary service connections shall be flushed and disinfected. All hoses shall be NSF approved. T -3u 23A -116 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS Payment for constructing water main tie -ins, shutdown and abandonment shall be included in the unit price bid for other items of work and no additional compensation will be allowed therefore. 3.19 EROSION CONTROL PLAN Contractor shall prepare erosion and sediment control plan immediately after award of the contract for the approval of the Engineer. The plan shall be prepared per the applicable guidelines described in the California Storm Water Best Management Practices Handbook. The Contractor shall submit the plans for review and shall make the necessary revisions to the plans as directed by the Engineer. The plans shall be prepared by a licensed Civil Engineer. The AGENCY may waive the requirement of licensed Civil Engineer if the Contractor can satisfactorily prove to the Engineer that the person preparing the erosion control plan is qualified in the field of erosion control. The Contractor shall keep a copy of the erosion control plan on -site for the duration of the contract and shall provide all necessary control devices to implement all necessary measures as shown on the plan. The erosion control plan shall remain in effect until approval to remove is granted by the Engineer. All erosion control materials shall be available on -site and stockpiled at a convenient location to facilitate rapid construction of temporary devices when rain is eminent. Payment for the erosion control plan shall be included in other items of work and no additional compensation will be allowed therefore. 3.20 AS -BUILT The Contractor shall maintain a control set of plans and specifications on the project site at all times. As approved by the Engineer, all final locations determined in the field and any deviations from the plans and specifications shall be marked in red on this control set to show the As -Built conditions. Upon completion of all work, the Contractor shall submit the control set to the Engineer. Final payment will not be made until this requirement is met. 3.21 SUBMITTALS Water Service submittals shall be in conformance with all City Standard Plans for Water Services and shall include, but not be limited to, manufacturer information from the following: a. Service Saddles T -3v 23A -117 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS b. Corporation stops c. Copper tubing d. Polymer meter box with lid e. Meter coupling f. Flanged coupling g. Bronze elbows h. Brass elbows i. Brass nipples j. Brass plugs k. Curb stop I. Compression bend m. Jumpers (if planned for use) n. Suction Strainer o. Pre -cast Concrete Service Vault Box and cover Fire Hydrant submittals shall be in conformance with City Standard Plans 1405, 1407, 1407A and 1408 and shall include, but not be limited to, manufacturer information from the following: a. Fire Hydrant Assembly b. Drain Valve Plugs Water main pipe and appurtenance submittals shall include, but not be limited to the following manufacturer information: a. C900 PVC pipe b. Gate Valves c. Fittings and Bends d. Air Vacuum and release Valves e. Valve Box Frames and Covers f. Polyethylene Sheeting g. Tracing Wire h. Ductile Iron Spools i. Steel Casing j. Polyethylene casing insulators k. Blind Flanges I. Mechanical Joint Caps m. Disinfection and Flushing Plan as described in Section Jack and bore equipment, appurtenance, and process submittals shall include, but not be limited to the following manufacturer information: T -3w 23A -118 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS a. Casing pipe and carrier pipe material including the standard to which it is manufactured, outside diameter, wall thickness, joint configuration, and certificate of compliance certifying that the pipe meets these specifications. b. Details of casing spacers, including manufacturer's recommended spacing. c. Details of end seals for casing. d. Working drawings of jacking pit and receiving pit e. Details of jacking pit bracing, casing, jacking head, concrete support blocks, bracing to prevent pipe shifting or floatation. f. Concrete mix design. Concrete placement method and equipment. g. As -built drawings to include both alignment and profile. Drawings should be constructed from actual field measurements. Raw data shall be submitted as part of the As -built document. Contractor shall stipulate the tracking method to ensure the data was captured. T -3x 23A -119 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS 4.00 TRAFFIC CONTROL 4.01 GENERAL Street closures, detours, signs and barricades used for handling traffic shall conform to the requirements of latest edition of the "Work Area Traffic Control Handbook" (WATCH), City Standard Plan 1125F (SP 1125F), the California Manual on Uniform Traffic Control Devices (CA MUTCD), and these Technical Provisions. Traffic control plan must be submitted and approved before starting work on any public street, except for the following temporary closures: • Temporary single lane closure on 4 or 6 -lane arterials can be done per WATCH handbook without submitting traffic control plan. • Temporary two lanes closure on 6 -lane arterials may be done per WATCH handbook without submitting traffic control plan. However, this will require prior approval from Traffic Engineer. • Temporary closure of local street may be done per WATCH handbook without submitting traffic control plan. However, this will require prior approval from Traffic Engineer. Flashing arrow signs shall be used on streets consisting of four or more lanes or where deemed necessary by the City's Traffic Engineering section. The flashing arrow signs shall be solar powered and left in place for the duration of the lane closure. Temporary striping installation for traffic control may be paint or removable tape or approved equivalent. Any existing speed limit signs or other conflicting signs in the construction zone shall be covered during construction with heavy duty black plastic (non transparent) sheets or bags, which are secured to the sign post below the sign, with tape. In no case shall tape be applied to either front or back of any sign. Intersections shall be kept open until work takes place within the intersection. Local vehicular and pedestrian access, including access to driveways and businesses, shall be maintained at all times. Pedestrian access (minimum 4 -foot width) across both streets in an intersection must be maintained at all times. Where parking is prohibited during construction, "TEMPORARY NO PARKING" signs shall be posted at least twenty -four hours, but no more than forty -eight hours, in advance of the work. The signs shall be placed no more than 150 feet apart on each side of the alleys, streets T -4a 23A -120 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS and parking areas and at shorter intervals if conditions warrant. The Contractor shall provide the signs and will be responsible for adding the dates and hours of closure to the signs. 4.02 PROJECT PHASING AND LANE REQUIREMENTS The contractor shall construct the project per WATCH. 1. Pedestrian crossings: Maintain access at all pedestrian crossings at all times. 2. All major intersections: Construction shall be limited to weekend work only. Maintain minimum one through lane in each direction at all times. Keep left turn lane open at intersection until construction is at the left turn lane. 3. Work at 17th Street and Flower Street shall be limited to weekend work only. Maintain minimum one through lane in each direction at all times. Keep left turn lane open at intersection until construction is at the left turn lane. 4.03 WORKING HOURS: The Contractor's activities shall be confined to the allowable working hours of the selected bid. The working hours under Base Bid Night Work or Alternate #1 Day Work are as follows: Base Bid Night Work: 1. From 7:00 p.m. to 5:00 a.m. Monday through Friday. Alternate #1 Day Work 1. From 7:00 a.m. to 5:00 p.m., Monday through Friday, within work areas having either no lane closures or having continuous lane closures, i.e. 24 -hour closures lasting more than one day. 2. From 9:00 a.m. to 3:00 p.m., Monday through Friday, for work requiring temporary lane closures, i.e. those having less than a 24 -hour duration, and for work at major intersections. 3. All major intersections: Construction shall be limited to weekend work only. Maintain minimum one through lane in each direction at all times. Keep left turn lane open at intersection until construction is at the left turn lane. 4. Work at intersection of 17th Street and Flower Street shall be limited to weekend work only. T -4b 23A -121 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS All temporary street /lane closure shall be opened to traffic during non - working hours. Deviation from these hours /days shall not be permitted without the prior consent of the Traffic Engineer, except in emergencies involving immediate hazard to persons or property, or as specified otherwise 4.04 ADVANCE WARNING SIGNS: 4.04.1 Changeable Message Signs (CMS): The Contractor shall provide up to 8 solar powered CMS two weeks prior to commencement of construction. The signs shall be posted in advance of each end of the project for the duration of the project. These CMS can be LED full matrix or letter matrix or equivalent, with preferred 8" letter (minimum 6 "). The overall width of the sign including the trailer shall not exceed 8'. • Prior to the start of the construction, display the following message: Screen 1: <PROJECT STREET NAME> CONSTRUCTION Screen 2: BEGINS xx /xx /xx • When construction started, display the following message: Screen 1: <PROJECT STREET NAME> UNDER CONSTRUCTION Screen 2: USE ALT ROUTE The messages and sign location may be changed at any time as determined by the Engineer. 4.04.2 Static Warning Signs: The Contractor shall post 2 static advance warning signs at least two weeks prior to commencement of construction stating: MAJOR ROAD CONSTRUCTION ON <PROJECT STREET NAME> FROM <DATE> TO <DATE> EXPECT DELAYS USE ALTERNATE ROUTE The signs shall be posted in advanced of each end of the project. These warning signs shall be sized (5' height by 6'wide minimum) to fit the above wordings with orange reflective background, black border and 7" black letters. If sign is T -4c 23A -122 CITY OF SANTA ANA SPECIFICATIONS PROJECT NO. 11 -6416 SEVENTEENTH STREET WATER MAIN IMPROVEMENTS installed on the sidewalk, there shall be enough clearance for pedestrian access underneath the sign. The Engineer will determine sign placement and the dates. In the event of construction delays that go beyond the posted completion date on the sign, the contractor shall keep the completion date on the sign updated on a monthly basis or as directed by the Engineer. 4.05 TRAFFIC CONTROL PLAN PREPARATION AND SUBMITTAL: Prior to start of project, the contractor shall submit traffic control plan for approval on all construction phases and /or stages. The traffic control plan shall be prepared by registered Traffic /Civil Engineer specializing in Traffic Control. Unless directed otherwise, the traffic control plan shall conform to the format and requirements identified in the CSASP 1125F. The submittal and review process is as follows: • Within 1 week of receiving Award of Contract, contractor shall meet with the City to discuss the proposed traffic control plan and construction phasing • Traffic control plans must be submitted within 4 weeks of receiving Award of Contract. • The City will review all 1st submittal in 2 weeks. • The City will review subsequence re- submittal with check print in 1 week. • Contractor may submit traffic control plan for each Phase separately. • Approval of the traffic control plan may take more than 2 submittals depending on the completeness and thoroughness of the plan. • Incomplete traffic control plan will be rejected without reviewing. The City will not be responsible for any delay of the project due the incomplete submittal of the traffic control plan. 4.06 PAYMENT The lump sum price shall include full compensation for all traffic control, including but not limited to preparing traffic control plan, sandblasting, barricades, temporary striping, move -ins, and the above warning signs and no additional compensation will be allowed therefore. T -4d 23A -123 APPENDIX "A" Santa Ana Recycling Requirements 23A -124 MAYOR Miguel A. Pulido MAYOR PRO TEM Lisa Bist COUNCILMEMBERS Claudia C. Alvarez Carlos Bustamante Alberta D. Christy Mike Garcia Jose Solorio CITY OF SANTA ANA PUBLIC WORKS AGENCY M -36 P.O. Box 1988 Santa Ana, California 92702 ATTENTION CONTRACTORS CITY MANAGER David N. Ream CITY ATTORNEY Joseph W. Fletcher CLERK OF THE COUNCIL Patricia E. Healy The City of Santa Ana has adopted an ordinance to assist the City in complying with the State of California's Assembly Bill 939 law which requires that all cities and counties in the State reduce the amount of trash disposed of in landfills by 50 %. Failure to comply with State law could result in a fine to the City of $10,000 per day. Santa Ana Municipal Code Section 16 -30 (f) will ensure that construction and demolition waste generated within the City can be accounted for and recycled. The ordinance states the following, `Any person with whom the City has an agreement for the collection, transportation and disposal of construction and demolition solid waste which has accumulated and /or been generated at a temporary construction site may haul such waste during the term of such agreement." The only companies approved by the City Council to haul temporary construction and demolition material in the City of Santa Ana are: Ware Disposal Company, Inc. 1018 N. Lincoln Avenue Santa Ana, CA 92701 Phone Number: (714) 834 -0234 Waste Management 1800 South Grand Santa Ana, Ca 92705 Phone Number: (714) 558 -7761 Please contact one of the above companies to arrange for the collection and recycling of your construction debris. Your cooperation is appreciated. Please be advised that persons who generate solid waste on the premises may personally collect, transport, and dispose of their own solid waste providing that they do so in accordance with all governing laws and regulations and dispose of such solid waste at a site permitted by the California Integrated Waste Management Board. If you have any questions please call Mary Gonzales at the Public Works Agency at (714) 647- 5088. Thank you. 23A -125 APPENDIX "B" Temporary Construction Sings 23A -126 w n C „0� 23A -127 w z z 0 w CD �ci za J 0n Q W O CD 00 z Oaz •w3: Ooo x z cn a cn cc z a ,q- CD CD xwz I o v Owa mow m cn vn CD o zzz o a ,w cn w w z�N w cn .. D W wzO� �CD< O — J W z cn m J APPENDIX "C" Notice of Street Construction 23A -128 MAYOR Miguel A. Pulido MAYOR PRO TEM Sal Tinajero COUNCILMEMBERS Angelica Amezcua P. David Benavides Michele C. Martinez Roman A. Rayne Vincent F. Sarmiento CITY OF SANTA ANA 20 Civic Center Plaza • P.O. Box 1988, M -21 Santa Ana, California 92702 SAMPLE NOTICE OF CONSTRUCTION TO RESIDENTS /BUSINESS OWNERS CITY MANAGER David Cavazos CITY ATTORNEY Sonia R. Carvalho CLERK OF THE COUNCIL Maria D. Huizar Project Name: Seventeehth Street Water Main Improvements — (Company Name) The City's contractor, (Company Name), will be performing water main improvements within your area. The work will consist of the following: replacing watermain. Once completed this improvement will ensure proper flow and pressure and facilitate future water system maintenance. We regret that traffic flow will be affected and access to your property may, at times, be impaired during construction. We will do our best to keep any inconvenience to you at a minimum. Your understanding and cooperation are appreciated. The Project Manager for this project is XXX. Should you have any concerns regarding this project during construction, please call our office at xxx -xxx -xxxx. To help us respond promptly to your concerns, please refer to the project name above. Sincerely, XXX XXX 23A -129 MAYOR Miguel A. Pulido MAYOR PRO TEM Sal Tinajero COUNCILMEMBERS Angelica Amezcua P. David Benavides Michele C. Martinez Roman A. Reyna Vincent F. Sarmiento October 7, 2014 ADDENDUM NO. ONE SUBJECT: PROJECT NO, IMPROVEMENTS CITY OF SANTA ANA PUBLIC WORKS AGENCY M -36 P.O. Box 1988 Santa Ana, California 92702 11 -6416: SEVENTEENTH CITY MANAGER David Cavazos CITY ATTORNEY Sonia R. Caivalho CLERK OF THE COUNCIL Maria D. Huizar STREET WATER MAIN The following changes /clarifications have been made to the Contract Documents of the subject project: Page P -4, LIST OF SUB - CONTRACTORS 1. Discard Page P -4, LIST OF SUB - CONTRACTORS; Replace with the updated Page P -4, LIST OF SUB - CONTRACTORS: See attached. All other terms and conditions remain the same. FOR THE CITY OF SANTA ANA `Rodolfo Rosas Senior Civil Engineer 23A -130 CITY OF SANTA ANA PROPOSAL LIST OF SUB - CONTRACTORS Section 4100 et. seq. of the Public Contract Code requires listing of all subcontractors and their California contractor license with the bid for all subcontract work exceeding the following amount: • Streets, highways including bridge projects: Y% of the bid or $10,000, whichever is greater • Buildings, parks, or other projects: Y2% of the bid BIDDER proposes to subcontract certain portions of the work to the firms listed below: NAME _ LOCATION PHONE TYPE OF WORK AMOUNT $ License No. NAME _ LOCATION PHONE TYPE OF WORK AMOUNT $ _ License No. VETIN LOCATION _ PHONE TYPE OF WORK AMOUNTS License No. NAME _ LOCATION PHONE TYPE OF WORK AMOUNT $ License No. Signature of Bidder NAME LOCATION PHONE TYPE OF WORK AMOUNT $ License No. LOCATION _ PHONE TYPE OF WORK AMOUNTS _ License No. NAME LOCATION PHONE TYPE OF WORK AMOUNT$ License No. NAME LOCATION PHONE TYPE OF WORK AMOUNT$ _ License No. P -4 Section 3 . b P.,.W 09 22-2014 23A-1 31 MAYOR Miguel A Pulido MAYOR PRO TEM &-a Tinajero COUNCILMEMRFRS Angelica Ampmo P. David 3wavides Michele C. Martinez Raman A. Reyna Vincent F Sannnento October 15, 2014 ADDENDUM NO. TWO SUBJECT: PROJECT NO. IMPROVEMENTS CITY OF SANTA ANA PUBLIC WORKS AGENCY M-36 P.O. Box 1988 Santa Ana, California 92702 11-6416: SEVENTEENTH CITY MANAGER David Cavazos a TY ATTORNEY Sonia R Carvailho CLERK OF THE COUNCIL Maria D. HUizar STREET WATER MAIN The following changes/clarifications have been made to the Contract Documents of the subject project: Page P-6, ADDITIONAL REFERENCES 1. Discard Page P-6, ADDITIONAL REFERENCES; Replace with the updated Page P-6, ADDITIONAL REFERENCES: See attached. All other terms and conditions remain the same. FOR THE CITY OF SANTA ANA R o d 6 1 f6 R o's-a s-'"— Senior Civil Engineer 23A -132 CITY OF SANTA ANA PROPOSAL ADDITIONAL REFERENCES The following are additional names, addresses, and telephone numbers for public agencies for which the BIDDER or Subcontractor has performed placement of water main construction in the past 5 years. 1. Name and Address of Owner. Name and Telephone Number of person familiar with project. Contract Amount Type of Work 2. Date Completed Name and Address of owner. Name and Telephone Number of person familiar with project. Contract Amount Type of Work 3. Date Completed Name and Address of owner. Name and Telephone Number of person familiar with project. Contract Amount Type of Work The following are the names, addresses, and telephone numbers of all from whom BIDDER intends to procure insurance and bonds. Date Completed brokers and sureties P -E S,d,.,, 5 - 6 Proposa109 -22 -2014 23A -133 23A -134