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1995-0815_BRONGO CONSTRUCTION_Specifications and Contract Documents CITY OF SAN JUAN CAPISTRANO ' COUNTY OF ORANGE ' STATE OF CALIFORNIA 1 ' SPECIFICATIONS AND CONTRACT DOCUMENTS RIVER STREET DRAINAGE IMPROVEMENTS Members of the City Council CAROLYN NASH, MAYOR WYATT HART GIL JONES COLLENE CAMPBELL DAVE SWERDLIN CITY MANAGER ' GEORGESCARBOROUGH ' DIRECTOR OF ENGINEERING AND BUILDING ' WILLIAM M. HUBER JULY 1995 TABLE OF CONTENTS RIVER STREET DRAINAGE IMPROVEMENTS ' TITLE PAGE CONTRACT DOCUMENTS ' Notice Inviting Bids . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Bid Proposal . 3 Schedule of Work Items . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 ' Non-Collusion Affidavit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Designation of Sub-Contractors . 9 Instructions to Bidders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 ' Bid Bond . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BB-1 Performance Bond . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PB-1 Labor & Material Bond . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LM-1 CONTRACT Contract . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-4 SPECIAL PROVISIONS Work to be Done . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-1 ' Section 1 Standard Specifications SP-1 Section 2 Terms Defined . SP-2 Section 3 Flow and Acceptance of Water . . . . . . . . . . . . . . . . . . . . . . SP-3 ' Section 4 Water . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-3 Section 5 Insurance and Overhead Costs . . . . . . . . . . . . . . . . . . . . . . . SP-3 Section 6 Protection of Existing Utilities . . . . . . . . . . . . . . . . . . . . . . SP-3 Section 7 Protection of Private Property . . . . . . . . . . . . . . . . . . . . . . . SP-3 Section 8 Construction Zone . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-4 ' Section 9 Pre-Construction Coordination Meeting . . . . . . . . . . . . . . . . . SP-4 Section 10 National Pollutant Discharge Elimination System . SP-4 Section 11 Work Hours . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-5 ' Section 12 Archaeology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-5 Project Schedule Form ' DETAIL. SPECIFICATIONS AND METHOD OF PAYMENT Bid Item 1 Remove Existing 4" Thick (Approx.) Asphalt Concrete Pavement DS-1 Bid Item 2 Cold Plane Existing Asphalt Concrete Pavement 0' to 0.15' . . . . DS-1 Bid Item 3 Construct Variable Thickness AC Overlay III C2 AR4000 . DS-1 Bid Item 4 Construct 6" Asphalt Concrete Berm . . . . . . . . . . . . . . . DS-2 Bid Item 5 Construct Junction Structure Type IV . . . . . . . . . . . . . . . . . . DS-2 Bid Item 6 Install 18" Reinforced Concrete Pipe D = 2000 . . . . . . . . . . . DS-2 Bid Item 7 Construct Grate Inlet . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-2 ' Bid Item 8 Install 18" Slotted Corrugated Steel Pipe . . . . . . . . . . . . . . . DS-3 Bid Item 9 Adjust Manhole to Grade . DS-3 Bid Item 10 Install 18" CSP Elbow . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-3 Bid Item 11 Construct 0" to 6" Berm Transition . . . . . . . . . . . . . . . . . . . DS-3 Bid Item 12 Construct 4" Asphalt Concrete Pavement III C2 AR4000 . . . . . . DS-4 Bid Item 13 Construct 4" Crushed Aggregate Base . . . . . . . . . . . . . . . . . . DS-4 ' Bid Item 14 Project Survey . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-4 Bid Item 15 Traffic Control . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-4 ' APPENDICES Slotted Drain Specifications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Appendix A RIVER STREET DRAINAGE IMPROVEMENTS NOTICE INVITING BIDS Public notice is hereby given that the City of San Juan Capistrano will, lip to 2:00 p.m., on the ' 18th of September. 1995, receive sealed proposals or bids for the River Street Drainaee Improvements in accordance with the approved Plans, Specifications, Special Provisions, and the Standard Specification for Public Works Construction. 1991 Edition, including all supplements therefore, on file in the office of the City Clerk of the City of San Juan Capistrano, California. Bids will be received until the time hereinbefore stated at the City Clerk's office, San Juan Capistrano City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. No bid will be received unless it is made on a proposal provided within these specifications. Each ' proposal or bid must be accompanied by a certified check, cash, cashier's check, or bidder's bond payable to the City of San Juan Capistrano in the sum of not less than ten percent of the total bid amount. ' The bid check, cashier's check or bidder's bond of the successful bidder will be forfeited to the City of San Juan Capistrano in the event such successful bidder fails to enter into the required ' contract within 15 days after the written notice that said contract has been awarded to him for the work. A pre-bid conference is scheduled at 2,00 p.m. on the 7th day of September. 1995, at the City offices. The contractor shall have the opportunity for clarification or interpretation of any point or points of question within the plans and contract documents or specifications. It is the Icontractor's responsibility to be in attendance at this conference to receive any information disclosed during the proceedings, for the City of San Juan Capistrano shall not disseminate any records of the conference. Exclusive of written addenda and this pre-bid conference, the City of San Juan Capistrano shall not be responsible for any instructions, explanations, or interpretation of the plans, specifications, and contract documents presented to the bidders in any manner. The successful bidder, simultaneously with the execution of the contract, will be required to furnish a Faithful Performance Bond equal in the amount of one-hundred percent (100%) of the ' contract price. The surety bond company must be selected from among the surety companies set forth in the Standard Specifications. The City Council reserves the right to reject any and all bids received and to compare the relative merits of the respective bids and to choose that, which in the opinion of the City of San Juan Capistrano, will best serve the interests or needs of the City of San Juan Capistrano. 1 A time limit of thirty (30) calendar days has been set for the completion of the work, from the date of the Notice to Proceed. BIDDERS ARE HEREBY NOTIFIED THAT, pursuant to the Labor Code of the State of California, espies of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the office of the City Clerk and shall be made available to any interested party on request. ' Copies of plans and specifications are on file in the office of the City Clerk of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California. Copies of the plans and specifications for use in preparing bids may be obtained at the Office of the City Clerk, San Juan Capistrano, at the address shown above. One set of plans and specifications is available for each ' general contractor proposing to submit a bid for said work. A charge in the amount of$20, non- refundable, is required for obtaining each set of plans and specifications. There will be a $5 charge for postage and handling on all plans and specifications mailed. ' Each bidder shall state the California Contractor's License number of such bidder so bidding, as no bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of the laws of the State of California relating to the licensing of Contractors. This Notice is hereby given and published by order of the Councilmembers of the City of San Juan Capistrano and is dated this day of CITY CLBYX CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA 2 ' BID PROPOSAL For the: RIVER STREET DRAINAGE IMPROVEMENTS ' From: Contractor, License No. and Classification To the Members of the City Council City of San Juan Capistrano tGentlemen: The undersigned, as bidder, declares that he has carefully examined the location of the proposed work as described, examined the Plans, Specifications, Special Provisions, and the Standard Specifications for Public Works Construction, 1991 Edition, including all supplements therefore, read the Instructions to Bidders, and is familiar with all proposal requirements, and hereby ' proposed and agrees, if the proposal is accepted, to complete the said construction in accordance with the Contract Documents, as defined in Section 1-2 of the Standard Specifications, in the time 1 stated herein, for the unit price or lump sum given on the following pages of this proposal, amounting to a total of: Words Figures Said amount to include and cover all taxes, the furnishing of all materials, the performing of all the labor requisite or proper and the providing of all necessary machinery, tools, apparatus, and ' other means of construction; also, the performance and completion of all the work in the manner set forth, described and shown in the Specifications or the drawings for the work. If the contract is awarded, the undersigned agrees to enter into a contract with the City of San Juan Capistrano and to commence work within fifteen (15) calendar days from the date of execution thereof, and to diligently prosecute the work to completion before the expiration of thirty (30) calendar days. tAll bids are to be computed on the basis of the given Estimated Quantities of Work, as indicated in this proposal, times the unit prices as submitted by the bidders. In case of discrepancy between ' words and figures, the words shall prevail. In case of discrepancy between unit prices and the extension thereof, the unit price shall prevail and bids will be computed as indicated above and ' 3 ' compared on the basis of corrected totals, given solely as a basis for comparison of bids. It is ' understood that the City does not expressly, nor by implication, agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any item or portion of the work or to omit portions of the work as may be deemed expedient by the Engineer. ' It is also understood by Bidder that the City of San Juan Capistrano has the right to reject this proposal or to award a contract to the undersigned at the prices stipulated. If the proposal is rejected, then any check or cashier's check shall be returned to the undersigned within thirty (30) days. No bid bonds will be returned. If the proposal is accepted and the undersigned fails to enter into a contract within fifteen (15) days after the agreement is delivered to him for signature, or within such further time as may be granted by the Members of the City Council, then said check shall be cashed or said bond declared forfeit and an amount equal to the difference between the lowest bid and the next lowest bid who will execute a contract shall be paid into the treasury of the City of San Juan Capistrano as liquidated damages for the failure of the undersigned to comply with the terms of this proposal. Accompanying this proposal is (Insert ' I cash," cashier's check, certified check or bidder's bond on the forms from pages BB-1 and BB-2 of these Contract Documents, as the case may be), in an amount equal to at least ' ten percent (10%) of the total bid. The following is the name and place of business of the surety company which will furnish the ' required bonds as surety if the work is awarded to the undersigned: Licensed in accordance with an act providing for the registration of contractors -- License No. . Classification Signature of Bidder: 4 1 (If an individual, so state. If a firm or co-partnership, state the firm name and give the names r of all individual co-partners composing the firm: President, Secretary, Treasurer, and Manager thereof.) rDated: ' Business Address Dated: Telephone Number Further, the undersigned bidder certifies that he has thoroughly checked the figures set forth in this proposal, that they are correct to the best of his knowledge and that they constitute his proposal for the work called out herein. Dated: ' Signature of Bidder ' Dated: Telephone Number r 1 r 1 1 r r5 SCHEDULE OF WORK ITEMS RIVER STREET DRAINAGE IMPROVEMENTS Bidder shall fill in, in appropriate column, the price bid. Item Estimated Work Items with Unit Price Unit Price Total No Quantity Unit (Written in Words) (In Figures) Amount 1. 284 SF Remove existing 4" thick (approx.) asphalt concrete pavement for the unit price of dollars per square foot $ $ ' 2. 495 SF Cold plane existing asphalt concrete pavement 0' to 0.15' for the unit Lprice of dollars per square foot ' 3. 15 Ton Construct variable thickness asphalt concrete overlay for the unit price of dollars per ton 4. 67 LF Construct 6" asphalt concrete berm for the unit price of ' dollars per linear foot 5. 1 EA Construct junction structure Type IV per EMA Std. plan 1313 for the unit price of dollars each $ $ 6. 14 LF Install 18" reinforced concrete pipe for the unit price of ' dollars per linear foot $ $ 7. 1 EA Construct grate inlet for the unit price of dollars each $ $ 6 RIVER STREET DRAINAGE IMPROVEMENTS SCHEDULE OF WORK ITEMS - CONTINUED Item Estimated Work Items with Unit Price Unit Price Total No Quantity Unit (Written in Words) (In Figures) Amount 8. 10 LF Install 18" slotted corrugated steel pipe for the unit price of dollars per linear foot $ $ 9. 1 EA Adjust manhole to grade for the unit price of ' dollars each $ $ 10. 1 EA Install 18" corrugated steel pipe elbow for the unit price of dollars each $ $ t11. 10 LF Construct 6" to 0" asphalt concrete berm transition for the unit price of ' dollars per linear foot $ $ 12. 8 Ton Construct 4" asphalt concrete pavement for the unit price of dollars per ton $ $ 13. 7 Ton Construct 4" crushed aggregate base for the unit price of dollars per ton $ $ 14. 1 L.S. Project survey for the lump sum price of dollars $ 15. 1 L.S. Traffic control for the lump sum price of dollars $ Total Bid Price (Enter here and on Page 3) Words Figures ' 7 NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID STATE OF CALIFORNIA ) ) SS. County of ) ' being fust duly sworn deposes and says that I he is of the party making the foregoing bid; that such bid is not made in the interest of or on behalf of any undisclosed person, partnership, company, association, organization or corporation; that such bid is genuine and not collusive or sham; that said 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 said bidder has not in any manner, directly or indirectly, sought by agreement, communication or conference with anyone to fix the bid price of said bidder or of any other bidder, or to fix the bid price of or cost element of such 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 such bid are true; and further, that said bidder has not directly or indirectly, submitted his 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 in connection therewith, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, or to any other individual except to any person or persons as have a partnership or other financial interest with said bidder in this general business. DATED: ' SIGNATURE On this the day of 19_, before me, the undersigned, a Notary Public in and for said State, personally appeared personally known to me/proved to me on the basis of satisfactory evidence, to be the person(s) whose name(s) subscribed to the within instrument, and acknowledge that executed it. WITNESS my hand and official seal. Notary Public in and for said State 8 DESIGNATION OF SUB-CONTRACTORS Submit with Proposal. In compliance with the Provisions of Section 4100-4107 of the Government Code of the State of California as amended, the undersigned certifies that he has used the sub-bids of the following listed sub-contractors in making up his bid, and that the sub-contractors listed will be used for the work for which they bid, subject to the approval of the Engineer, and in accordance with the ' applicable provisions of the Specifications. It is understood and agreed that all those portions of the work called for in the contract documents for which a sub-contractor is not listed will be ' performed by the undersigned through his forces. If no sub-contractors are listed, all bonds and insurance will be written in the name of the general contractor only. ' Item of Work Sub-Contractor, License Address Phone No. and Classification ' 1, 2, 3, 4, 5, t & 7 8, 9, BIDDER'S NAME AUTHORIZED SIGNATURE 9 INSTRUCTION TO BIDDERS ' Securing Documents Plans, Specifications and other contract documents will be available for examination without icharge and copies may be secured in accordance with the "Notice Inviting Bids." Examination of Plans, Specifications and Site of Work The bidder is required to examine the site of work, the Proposal,the Plans and the Specifications, ' Special Provisions, and the Standard Specifications for Public Works Construction, 1991 Edition including all supplements, very carefully. He shall satisfy himself as to the character, quality and quantities of the work to be performed, the materials to be furnished and the requirements of the Contract Documents. The plans for the work show conditions as they are believed to exist, but it is not to be inferred that all the conditions as shown thereon are actually existent, nor shall the City of San Juan Capistrano or any of its officers or agents be liable for any loss sustained by ' the contractor as a result of any variance between conditions shown on the plans and actual conditions revealed during examination or progress of the work. The submission of a proposal shall be prima facie evidence that the bidder has made such an examination. Interpretation of Drawings and Documents ' If any bidder should find discrepancies in, or omissions from the drawings, specifications or other proposed contract documents, or if he should be in doubt as to the true meaning of any part thereof, he shall at once make a written request to the Engineer for correction, clarification or interpretation of the point or points in question. The person submitting such a request shall be Iresponsible for its prompt delivery. In the event that the Engineer receives such a request and it should be found that certain essential information is not clearly and fully set forth, or if the Engineer discovers errors, omissions, or points requiring clarification in the drawings or documents, a written addendum will be mailed to each person to whom a set of contract documents has been delivered. The City of San Juan Capistrano will not be responsible for any instructions, explanations or interpretations of the documents presented to bidders in any manner other than written addendum. tAddenda or Bulletins I The effect of all addenda to the contract documents shall be considered in the bid and said addenda shall be made a part of the contract documents and shall be returned with them. Before submitting his bid, each bidder shall inform himself as to whether or not any such addenda have been issued, and failure to cover in his bid any such addenda issued may render his bid invalid and result in its rejection. 10 ' Disqualification of Bidders No person, firm or corporation shall be allowed to make, file or be interested in more than one bid for the same work unless alternate bids are called for. A person, firm or corporation who has ' submitted a sub-proposal to a bidder, or who has quoted prices on materials to a bidder, is not hereby disqualified from submitting a bid in his own behalf. Proposals Bids to receive consideration shall be in accordance with the following instructions: A. Bids shall be made only upon the forms provided within these specifications; all bid items shall be properly filled out; bid prices shall be stated both in words and in figures; and the L signatures of all persons signing shall be in longhand. Where there is a conflict in the words and the figures, the words shall govern. B. All prices and notations must be in ink or typewritten. No erasures will be permitted. Mistakes may be crossed out and corrections typed or written in ink adjacent thereto and ' must be initialed in ink by the person or persons signing the bid. C. Bids shall not contain any recapitulation of the work to be done. Alternate proposals will not be considered except as required hereinabove. No oral, telegraphic or telephonic proposals or modifications will be considered. D. The City of San Juan Capistrano may require any bidder to furnish a statement of his experience, financial responsibility, technical ability, equipment and references properly and fully filled out. E. Each bidder shall list his proposed sub-contractors on the form accompanying the proposal in accordance with the provisions of the specifications. F. Each bidder must accompany his bid with either a cashier's check upon some responsible 1 bank, or a properly certified check upon such bank, or an approved corporate surety bond payable to the City of San Juan Capistrano for such a sum of not less than ten percent (10%) of the aggregate sum of the bid, which check or bond and the monies represented thereby shall be held by the City of San Juan Capistrano as a guarantee that the bidder, if awarded the contract, will in good faith enter into such contract and furnish the required bonds. The bidder agrees that, in case of his refusal or failure to execute said contract and give bonds within the time required by these documents, such check or bond, and the money ' represented thereby, shall remain the property of the City of San Juan Capistrano and, if the bidder shall fail to execute said contract, said surety will pay to the City of San Juan 11 I Capistrano the damages which the City of San Juan Capistrano may suffer by reason of such failure not exceeding the sum of ten percent (10%) of the amount of the bid. A bid received and not accompanied by such cashier's check, certified check or approved bond shall be rejected. G. Bids shall be delivered to the City of San Juan Capistrano at the location stipulated on or before the day and hour set for the opening of bids, as hereinbefore specified in the "Notice Inviting Bids." Bids shall be enclosed in a sealed envelope bearing the title of the work, the name of the bidder, bid opening date and time of bid opening. Licensinp, of Contractor All persons, firms, partnerships or corporations shall be licensed in accordance with the Business and Professions Code of the State of California and the applicable ordinances of the City and LCounty before doing any work of any kind. Withdrawal of Bids Any bidder may withdraw his bid in person or by written request at any time prior to the scheduled closing time for receipt of bids. enil3g of Bid Proposals The City of San Juan Capistrano will, in open session, publicly open, examine and declare the bids at the time set forth in the "Notice Inviting Bids." Bidders or their authorized representatives are invited to be present. Award of Contract or Rejection of Bids No bidder may withdraw his bid for a period of forty-five (45) days after the date set for the opening of bids. The contract for the work will either be awarded or the bids rejected within the forty-five (45) days from the date set for the opening of bids. The contract for the work will be awarded to the lowest responsible bidder complying with these instructions and with the "Notice Inviting Bids." The City of San Juan Capistrano, however, reserves the right to reject any or all bids and to waive mere informalities, minor technical errors or irregularities, obvious clerical errors or erasures. The bidder to whom the award is made shall execute two copies of the written contract with the ■ City of San Juan Capistrano and furnish the stipulated bonds, insurance and bid breakdown within s fifteen (15) days after the bid opening date. The contract shall be made in the form adopted by the City of San Juan Capistrano. The release of the successful bidder's surety deposit, as previously stipulated (page 5), shall be made upon the City of San Juan Capistrano's acceptance of the Labor and Materials Bond and the Faithful Performance Bond. 12 If the bidder to whom the award is made fails to enter the contract as herein provided, the award may be annulled and an award may be made to the next lowest responsible bidder; and such bidder shall fulfill every stipulation embraced herein, as if he were the party to whom the first award was made. A corporation to which an award is made shall furnish evidence of its corporate existence and evidence that the officer signing the contract and bonds for the corporation is duly authorized to do so. Bonds The successful bidder, simultaneously with the execution of the Agreement, will be required to furnish a Labor and Material Bond in a sum not less than one hundred percent (100%) of the 1 total amount payable by the terms of the contract and a Faithful Performance Bond in a sum not less than one hundred percent (100%) of the amount of the contract, Said bonds shall be secured from a surety company selected from the surety companies set forth in the standard specifications. Bonds must be submitted on the forms contained in these specifications. Time Performance The work shall be commenced within fifteen (15) calendar days from the date of issuance of the Notice to Proceed and shall be diligently prosecuted until completion. A time limit of thirty (30) calendar days from the date specified in the Notice to Proceed has been set for completion of the L work. The bidder's attention is directed to the specifications as to provisions for extension of time of completion and/or assessment of liquidated damages. ` Assignment of Contract No assignment by the Contractor of any contract to be entered into hereunder or any part thereof, or of funds to be received thereunder by the Contractor, will be recognized by the awarding authority unless such assignment has had prior approval of the awarding authority and the surety has been given notice of such assignment in writing and has consented thereto in writing. Workmen and Wages Attention is specifically directed to all provisions of the Labor Code of the State of California with regard to workmen and wages. Wages shall not be less than prevailing wage rates determined by the City of San Juan Capistrano pursuant to said Code and as listed in the "Notice Inviting Bids." Building Permits fIt shall be the Contractor's responsibility to obtain all necessary permits, bonds and insurance, as required, for the completion of the project. No extra compensation shall be made therefore. 13 BID BOND 1 - NOW ALL NEN BY THESE PRESENTS, that we, _- as PRINCIPAL, and as SURETY, hereinafter called Surety, are held and firmly bound unto the CITY OF SAN JUAN CAPISTRANO, Obligee, hereinafter called City, in the sum of $ ' for payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally fairly by these presents. THE CONDITION OF THIS OBLIGATION is such that whereas the Principal has submitted the accompanying bid dated ' 19 for the construction of for the City of San Juan Capistrano, ' Orange County, California. NOW, THEREFORE, if the Principal shall not withdraw said bid within thirty (30) days after the opening of same, and shall, within fifteen (15) days after the agreement has been presented to him for execution, enter into a written contract with the City in accordance with the bid as accepted, and if the Principal shall give the required bond with good and sufficient sureties, or sureties for the faithful performance and proper fulfillment of such contract and for the protection of laborers and materialmen or in the event of the withdrawal of said bid within the periods specified, or tate failure to enter into said contract and give said bond within the time specified, if the Principal shall within sixty (60) days after request by the City, pay the City the difference between the amount specified in said bid and the amount for which the City may procure the required work and/or supplies if the latter amount be in excess of the former, then the above obligation ' shall be void and of no effect, otherwise to remind in full force and virtue. FURTHER, as a part of the obligation secured hereby, and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. BB-1 IN WITNESS WHEREAS, the above-bounded parties have executed ttus instrument under their several seals this day of 19 - , the name and corporate seal of each corporate party being affixed hereto and these presents duly signed by its undersigned representative pursuant to authority of its governing body. Two Witnesses (If Individual) ' PRINCIPAL BY ATTEST (If Corporation) Corporate Seal SURETY BY Title ATTEST Title AP VEDA O M: City Attorney Page 2 - Bid Bond BB-2 ' PERFORMANCE BOND KNOW ALL NEN BY THESE PRESENTS: That as Principal, hereinafter called CONTRACTOR, and ' hereinafter called SURETY, are held and firmly bound unto the City of San Juan Capistrano, as Obligee, hereinafter called CITY, in the amount of Dollars for payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, fairly by these presents. WHEREAS, Contractor has by written agreement dated ' entered into a (describe agreement) which contract is by reference made a part hereof. NOW, THEREFORE, the condition of this obligation is such that, if Principal shall promptly and faithfully perform said agreement, then this obligation shall be null and void; otherwise it shall remain in full force and effect. Surety wai•us whatever legal right it may have to require that a demand be made first against the principal in the event of default. BE IT FURTHER RESOLVED, that: 1. As a part of the obligation secured hereby, and in addition to the face amount specified, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, al: to be taxed as costs and included in any judgment rendered. PB-1 2. Said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or modification of the contract documents or of the work to be performed thereunder, shall in any way affect its obligations or this bond, and it does hereby waive notice of any such change, extension of time, alteration, or modification of the contract documents or of work to be performed thereunder. - Executed this day of 19 at California. APPROVED AS TO FORM: (NOTARIZATION AND SEAL) az (IJiGa.�v`Q�(�tL City Attorney 1 (NOTARIZATION AND SEAL) 1 1 Page 2 - PERFORMANCE BOND PB-2 1 LABOR AND MATERIALS BOND KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the City of San Juan Capistrano, a municipal corporation of Orange County, California, has awarded to License No. hereinafter designated as "Principal", a contract for and WHEREAS, said Principal is required to furnish a bond in connection with the said contract providing that if said Principal, or any of his or its sub-contractors, shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, the Surety or this bond will pay the same. NOW, THEREFORE, we Principal, and as Surety are held firmly bound unto the City of San Juan Capistrano, a municipal corporation, in the penal sum of DOLLARS ($ ), lawful money of the United States of America, for ' payment of which sum well and truly to be made we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. ' THE CONDITION OF THIS OBLIGATION is such that, if said Principal, his or ' its heirs, executors, administrators, successors or assigns, or sub-contractors, shall fail a pay for any materials, provisions, provender, or teams, or other supplies or equipment used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor as required by the provisions of Title 1, Division 5, Chapter 3 of the Government Code of California as amended, -hat the Surety will pay far the same in an amount not exceeding the sum specified in this bond and also in case suit .s brought upon the bond, a reasonable attorney's fee to be fixed by the court. This bond LM-1 shall inure to the benefit of any and all persons, companies and corporations entitled to file claims under said act, so as to give a right of action to them or their assigns in any ' suit brought upon this bond. FURTHER, the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or modification of the contract documents or of the work to be performed thereunder shall in any way affect its obligation on this bond and it does hereby waive notice of any such change, extension of time, alteration or modification of the contract documents or of work to be performed thereunder. As a part of the obligation secured hereby, and in addition to the face _ amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such ' obligation, all to be taxed as costs and included in any judgment rendered. IN WITNESS WHEREOF three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly ' executed by the Principal and Surety herein named on the day of 19 . The name and corporate seal of ' each corporate party being hereto affixed and these presents duly signed by its undersigned representatives pursuant to authority of its governing body. PRINCIPAL t By ' SURETY By APPROVED AS TO FOR 1 ' CITY ATTORNEY Page 2 - Labor & Materials Bond LM-2 ' CONTRACT ' This contract is made and entered into by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as "CITY" and ' hereinafter referred to as "CONTRACTOR." IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS: ' FIRST. CONTRACT DOCUMENTS. The contract documents shall be considered to include the Notice Inviting Bids, the Instructions to Bidders, the Proposal, the Bid Bond, the Non- Collusion Affidavit, the Designation of Sub-Contractors, the Contract which is prepared for execution by the CITY and the CONTRACTOR. Plans, Specifications and Special Provisions, ' the Standard Specifications for Public Works Construction. 1991 Edition, including all Supplements, Contract Bonds, Resolutions adopted by the CITY pertaining to the work, insurance ' policies and certificates, and any supplemental written agreements amending or extending the scope of the work originally contemplated that may be required to complete the work in a substantial and acceptable manner. SECOND. THE WORK. CONTRACTOR agrees to furnish all tools, labor, material, ' equipment, transportation, and supplies necessary to perform and complete in good and ' workmanlike manner the construction of River Street Drainage Improvements in strict conformity with the Plans, Specifications and all other contract documents, which documents are on file at ' the Office of the City Clerk, City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. THIRD. PAYMENT. CITY agrees to pay, and CONTRACTOR agrees to accept, the lump sum adjusted for variations of quantities, at the prices designated in bid proposal at the time and in the manner set forth in the Specifications. FOURTH. COMMENCEMENT AND COMPLETION OF THE WORK. CONTRACTOR agrees to begin and complete the work within the time specified in the Notice Inviting Bids. It ' is agreed that it would be impractible and extremely difficult to fix the actual amount of damages, and loss sustained by CITY, should CONTRACTOR fail to complete the work in the specified ' time; therefore, CONTRACTOR shall pay CITY, as liquidated damages, not in the nature of a penalty, Two Hundred Fifty Dollars ($250) per calendar day for each day delayed; provided that ' extensions of time with waiver of liquidated damages, may be granted as provided in the Specifications. 1 FIFTH. PERFORMANCE BOND AND LABOR AND MATERIAL BOND. CONTRACTOR agrees to furnish bonds guaranteeing the performance of this contract and guaranteeing payment of all labor and material used under this contract, as required by the laws of the State of ' California, on forms approved by the CITY. The Performance Bond shall be for an amount of one hundred percent (100%) of the amount of this contract and shall be conditioned on full and ' complete performance of the contract, guaranteeing the work against faulty workmanship and materials for a period of one (1) year after completion and acceptance. The Labor and Material Bond shall be for an amount of one hundred percent (100%) of the amount of this contract and shall be conditioned upon full payment of all Labor and Material entering into or incidental to the ' work covered by this contract. CONTRACTOR agrees to furnish the bonds on the forms found ' within the Specifications. CONTRACTOR agrees to pay CITY such sum as the Court may judge as reasonable for the legal ' services of any attorney representing the CITY in any action brought to enforce or interpret the obligations of this agreement, and such sums shall be made a part of any judgment in such action ' against CONTRACTOR if such action is determined in favor of said CITY. The required Performance, Labor and Materials Bonds, and Bid Bond shall provide that the surety shall pay ' attorney's fees incurred by CITY in enforcing this agreement. SIXTH. GENERAL PREVAILING RATE OF PER DIEM WAGES. Pursuant to the Labor ' Code of the State of California, copies of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the Office of the ' City Clerk, 32400 Paseo Adelanto, San Juan Capistrano, California, and are hereby incorporated and made a part hereof. CONTRACTOR agrees that he, or any SUB-CONTRACTOR under him, ' shall pay not less than the foregoing specified prevailing rates of wages to all workmen employed ' in the execution of the contract. SEVENTH. INSURANCE. CONTRACTOR shall maintain at all times during this contract liability and property damage insurance naming the CITY and its elected and appointed officials as a named insured, which such policies shall be of an amount not less than One Million Dollars ' combined single limit. Insurance certificates shall be for a minimum period of one year. CONTRACTOR shall maintain in full force and effect comprehensive automobile liability ' coverage, including owned, hired, and non-owned vehicles in the following minimum amounts: 2 ' $500,000 property damage; ' $500,000 injury to one person/any one occurrence/ not limited to contractual period; $1,000,000 injury to more than one person/any one occurrence/not limited to contractual ' period. The insurance policies shall bear an endorsement or shall have an attached rider providing that in ' the event of expiration of proposed cancellation of such policies for any reason whatsoever, the CITY shall be notified by registered mail, return receipt requested, giving a sufficient time before ' the date thereof to comply with the applicable law or statute but in no event less than 30 days ' before expiration or cancellation is effective. CONTRACTOR shall provide to CITY the policy certificate establishing that the required level of insurance has been satisfied. ' CONTRACTOR shall indemnify and save harmless the CITY, its officers, agents, and employees from and against any and all claims, demands, loss or liability of any kind or nature which CONTRACTOR, its officers, agents and employees may sustain or incur or which may be imposed upon them or any of them for injury to or death of persons, damage to property as a ' result of, or arising out of, or in any manner connected with the performance of the obligations under this contract. ' EIGHTH. COMPLIANCE WITH OTHER PROVISIONS OF LAW RELATIVE TO PUBLIC CONTRACTS. CITY is subject to the provisions of the Government Code and the Labor Code of the State of California. It is stipulated and agreed that all provisions of law applicable to public contracts are a part of this contract to the same extent as though set forth herein and shall be ' complied with by CONTRACTOR. These include, but are not limited to, the stipulation that eight ' (8) hours labor constitute a legal day's work and CONTRACTOR shall, as a penalty to CITY, forfeit Twenty-five Dollar ($25) for each workman employed in the execution of the Contract by CONTRACTOR, or by any SUB-CONTRACTOR, for each calendar day during which such workman is required or permitted to work more than eight (8) hours in violation of the provisions tof Article Three, Chapter One, Part Seven, Division 2, of the California Labor Code, except as permitted by law. 3 1 ' IN WITNESS WHEREOF, this contract is executed by the duly authorized agent(s) of CITY, pursuant to City Council action, and by CONTRACTOR on the date set before the name of each. City of San Juan Capistrano ' DATED: BY: ' MAYOR BY: ' CONTRACTOR ATTEST: Cheryl Johnson, City Clerk APPROVED AS TO FORM: Richard K. Denhalter, City Attorney ' 4 ' CITY OF SAN JUAN CAPISTRANO RIVER STREET DRAINAGE IMPROVEMENTS SPECIAL PROVISIONS ' WORK TO BE DONE The work consists of furnishing all tools, labor, materials, equipment, transportation and supplies, and performing all the work involved in the construction of the street and storm drain improvements within River Street in the City of San Juan Capistrano as follows: Removal and disposal of existing asphalt concrete pavement, construction of asphalt concrete pavement, installation of drainage facilities, together with all appurtenant work as shown on the project plans or required in the specifications. SECTION 1 - STANDARD SPECIFICATIONS ' The contractor shall perform his work in accordance with the Standard Specifications for Public ' Works Construction_ 1991 Edition, hereinafter referred to as the Standard Specifications. The Contractor shall maintain a copy of this book on the job-site at all times. Unless otherwise specified, errata and supplements to the Standard Specifications shall be part of these specifications. The provisions of the Standard Specifications shall be modified as indicated below: ' Change 1: Contract Termination "If at any time, in the opinion of the Director of Engineering and Building, Contractor fails to supply suitable equipment, an adequate working force, or material of proper quality, or shall fail in any respect to prosecute any work with the diligence and force specified and intended in and by the terms of the Contract, notice thereof in writing shall be served upon him, and should he ' neglect or refuse to provide means for satisfactory compliance with the contract, as directed by the Director of Engineering and Building, within the time specified in such notice, the City of San ' Juan Capistrano, in any such case, shall have the power to terminate all or any portion of the contract. Upon receiving notice of such termination, Contractor shall discontinue said work or such parts of it as the City of San Juan Capistrano may designate. Upon such termination, the Contractor's control shall terminate and thereupon the Members of the City Council, or its duly authorized ' representative, may take possession of all or any part of the Contractor's materials, tools, equipment, appliances, and plant, and buy such additional materials and supplies at the Contractor's expense as may be necessary for the proper conduct of the work and for completion ' thereof; or may employ other parties to carry the contract to completion, employ the necessary workmen, substitute other machinery or materials and purchase the materials contracted for, in ' SP-1 such manner as the City of San Juan Capistrano may deem proper; or the Members of the City Council may annul and cancel the contract and re-let the work or any part thereof. Any excess of cost arising therefrom over and above the contract price will be charged against the Contractor ' and his sureties, who will be liable therefore. In the event of such termination, all money due the Contractor retained under the terms of this ' contract shall be forfeited to the City of San Juan Capistrano; but such forfeiture will not release the Contractor or the sureties from liability or failure to fulfill the contract. Contractor and sureties will be credited with the amount of monies so forfeited toward any excess of cost over and above the contract price, arising from the suspension of the operation of the contract and the completion of the work by the City of San Juan Capistrano as provided above, and the Contractor will be credited with any surplus remaining after all just claims for such completion have been ' paid." Change 2: Section 7-13 - Laws to be Observed Add: "All contractors and subcontractors shall comply with all sections of the Municipal Code of the City of San Juan Capistrano, especially Section: 6-3.06(b), (c), (d) and (e) and shall ' secure the services of the City's exclusive solid waste hauler for their solid waste handling needs." ' Change 3: Section 8 - Facilities for City Personnel Delete this Section. Change 4: Section 2-9.3 - Survey Services ' The Contractor will perform and be responsible for the accuracy of survey adequate for construction. The Contractor shall preserve construction survey stakes and marks for the duration of their usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such replacement shall be by the Contractor at his expense. The Contractor shall dig all holes necessary for line and grade stakes. Unless Otherwise specified, stakes will be set and stationed by the Contractor for curbs, headers, ' sewers, storm drains, structures and rough grade and a corresponding cut or fill to finished grade (or flowline) indicated on a grade sheet. SECTION 2 - TERMS DEFINED Whenever in the said Standard Specifications the following terms are used, it is hereby provided that the following City departments or person shall be intended: AGENCY shall mean City of San Juan Capistrano whenever appropriate. ' BOARD shall mean the City Council of the City of San Juan Capistrano. ENGINEER shall mean City Engineer or other person(s) designated by same. ' SP-2 ' SECTION 3 - FLOW AND ACCEPTANCE OF WATER Surface or other waters may be encountered at various times during construction. The ' Contractor, by submitting a bid, acknowledges that he has investigated the risks arising from surface or other waters and has prepared his bid accordingly. It shall be the sole responsibility of the Contractor to protect his work from danger due to any waters encountered. Should any ' damage to the work due to surface or other water occur prior to acceptance of the work by the City, the Contractor shall repair such damage at his expense. ' SECTION 4 - WATER Water will be available from the Capistrano Valley Water District. Arrangements for temporary 1 construction water services permit and water service may be made by contracting the Capistrano Valley Water District at (714) 493-1515 one week prior to need for service. All water facility construction shall conform to the "Standard Specifications," Capistrano Valley Water District, and ' "The Uniform Plumbing Code," 1982 Edition. SECTION 5 - INSURANCE AND OVERHEAD COSTS ' The Contractor shall receive no direct compensation for insurance and overhead (move-in costs, for example) costs. Accordingly, these costs should be prorated to the appropriate bid items. SECTION 6 - PROTECTION OF EXISTING UTILITIES (UNDERGROUND SERVICE ' ALERT) The Engineer has endeavored to show all existing utilities. The Contractor must, however, take all due precautionary measures to protect all of the existing utilities. The Contractor shall have all utilities located by contacting the responsible agency at lease 48 hours prior to commencing any construction work. ' The Contractor's attention is directed to the utility notification service provided by UNDERGROUND SERVICE ALERT(USA). USA member utilities will provide the Contractor with the locations of their substructures in the construction area when the Contractor gives at least 48 hours notice to the USA by calling 1-800-422-4133. Other utility phone numbers are noted on Sheet 1 of the plans. ' Full compensation for conforming to the requirements of this section shall be considered as included in the contract bid prices paid for the various items of work, and no additional ' compensation will be allowed therefore. SECTION 7 - PROTECTION OF PRIVATE PROPERTY ' The Contractor must remain within the construction zone to the best of his ability. The Contractor must protect all existing private property. SP-3 ' SECTION 8 - CONSTRUCTION ZONE Contractor shall protect property and facilities adjacent to the construction zone, and all property ' and facilities within the construction zone which are shown on the plans to be protected. After completion of project, the construction zone shall be clean and in a presentable condition. All public-or privately-owned improvements and facilities shall be restored to their original condition and location. In the event improvements of facilities are damaged, they shall be replaced with new materials equal to the original. Nothing herein shall be construed to entitle the Contractor to the exclusive use of any public street, way or parking area during performance of the contract work, and Contractor shall conduct his operations so as not to interfere with the authorized work of utility companies or other 1 agencies in such streets, way or parking areas. The Contractor shall be responsible for investigating conditions of available public and private ' roads and of clearances, restrictions and other limitations affecting transportation and ingress and egress to the site of the work. ' SECTION 9 - PRE-CONSTRUCTION COORDINATION MEETING Prior to the commence of construction, arrangements will be made for a meeting between the ' Contractor, the Engineer, and involved utility representatives. The purpose of this meeting is to coordinate the activities of the Contractor within the limits of this contract,k review scheduling, discuss construction methods and clarify inspection procedures. The Contractor will be required to submit a complete schedule in the attached form showing the number of working days required to complete each phase of the project. This schedule shall be approved by the City Engineer ' prior to the start of construction. SECTION 10 - NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM ' 1. Construction sites shall be maintained in such a condition that an anticipated storm does not carry wastes or pollutants off the site. Discharges of material other than Storm Water are allowed only when necessary for performance and completion of construction practices and where they do not: cause or ' contribute to a violation of any water quality standard; cause or threaten to cause pollution, contamination, or nuisance; or contain a hazardous substance in a quantity reportable under Federal Regulations 40 CFR Parts 117 and 302. Potential pollutants include but are not limited to: solid or liquid chemical spills; wastes from paints, stains, sealants, glues, limes, pesticides, herbicides, wood preservatives and solvents; asbestos fibers, paint flakes or stucco fragments, fuels, oils, lubricants, and hydraulic, radiator or batter fluids; fertilizers, vehicle/equipment wash water and concrete wash water; concrete detergent or floatable wastes; wastes from any engine/equipment steam cleaning or chemical degreasing; and superchlorinated potable water line flushings. ' SP-4 During construction, disposal of such materials should occur in a specified and controlled ' temporary area on-site, physically separated from potential storm water run-off, with ultimate disposal in accordance with local, state and federal requirements. ' 2. Dewatering of contaminated groundwater, or discharging, contaminated soils via surface erosion is prohibited. Dewatering of non-contaminated groundwater requires a National Pollutant Discharge Elimination System Permit from the respective State Regional Water Quality Control Board. rSECTION 11 - WORK HOURS ' Work hours shall be 8:30am to 4:OOpm - Monday through Friday. SECTION 12 - ARCHAEOLOGY rThis project is determined to be within an archaeologically sensitive area. A certified archaeologist monitor, acceptable to the City, is required to be hired by the contractor and must r be on site during all excavation activities. A final report must be prepared and submitted to the Engineer when monitoring requirements of the project are complete. The contractor shall allow ' for interference with construction that these observations normally cause. The contractor shall receive no direct compensation for this work and accordingly, these costs should be prorated to the appropriate bid items. A list of certified archaeologists can be obtained from Irene Marcote in the Engineering Division at (714) 443-6352. 1 1 r r r r r SP-5 •7 • -• ••• •. •- c•. ••.�C•D. • lid I 1 _• • - •- • r • •• • _ 1t • • •• - •D � •• • �- � -• •• •• - � •'� 1. � 1 1 1 � 1 1 . 1 1 1 11 • /,1,�• • • C � �������� ' CITY OF SAN JUAN CAPISTRANO RIVER STREET DRAINAGE IMPROVEMENTS DETAIL SPECIFICATIONS AND METHOD OF PAYMENT BID ITEM 1 - REMOVE EXISTING 4" THICK (APPROX.) ASPHALT CONCRETE PAVEMENT The work for this item shall include saw cutting, removal and disposal of existing asphalt concrete pavement of approximately 4 inches in thickness, and all incidentals. PAYMENT 1 The unit price for square foot of this item shall include all labor, materials, tools and equipment necessary to carry out the work as specified and no additional compensation shall be made Ntherefor. BID ITEM 2 - COLD PLANE EXISTING ASPHALT CONCRETE PAVEMENT 0' TO 0.15' The work for this item shall consist of cold planing the existing asphalt concret pavement 0' to ' 0.15' deep at the locations indicated on the plans. The workmanship, materials and equipment necessary to complete the work as required shall conform to Section 302-5.2 of Standard Specifications. PAYMENT The unit price per square foot for this item shall be full compensation for furnishing all labor, materials, tools and equipment necessary to carry out the work, including clean up, and no additional payment shall be made therefor. ' BID ITEM 3 - CONSTRUCT VARIABLE THICKNESS AC OVERLAY The work for this bid item shall include the furnishing and placing of III C2 AR 4000 asphalt concrete pavement of various thickness as indicated on the plans. The workmanship and materials shall conform to Sections 302-5 and 400-4 of the Standard Specifications and Orange County Environmental Management Agency Std. 1805. PAYMENT The unit price bid per ton for asphalt concrete shall include all labor, materials, tools and equipment necessary to carry out the work and no additional compensation shall be made therefor. ' DS-1 BID ITEM 4 - CONSTRUCT 6" ASPHALT CONCRETE BERM ' The work for this item shall consist of constructing 6" asphalt concrete berm per details shown ' on the plan, and all incidentals. PAYMENT ' The unit price per foot for this item shall include all costs for furnishing all labor, materials, tools and equipment necessary to carry out the work as specified and no additional compensation shall be made therefor. BID ITEM 5 - CONSTRUCT JUNCTION STRUCTURE TYPE IV IThe work for this item shall include construction of junction structure type IV per Orange County Environmental Management Agency Std. Plan 1313, including excavation, shoring of excavation, forming, backfilling, compaction of the backfill, temporary support of utilities (where necessary) and all incidentals. PAYMENT ' The unit price per each for this item shall include all costs for furnishing all labor, materials, tools and equipment necessary to carry out the work as specified and no additional compensation shall be made therefor. BID ITEM 6 - INSTALL 18" REINFORCED CONCRETE PIPE D = 2000 ' The work for this item shall include installing complete in place 18" reinforced concrete pipe, D=2000, including excavation, bedding, backfilling, compaction of bedding and backfill, shoring of excavation, temporary support for utilities (where necessary) and all incidentals. ' PAYMENT ' The unit price per foot for this item shall include all costs for furnishing all labor, materials, tools, and equipment necessary to carry out the work as specified and no additional compensation shall ' be made therefor. BID ITEM 7 - CONSTRUCT GRATE INLET rThe work for this item shall include construction of a grate inlet, as indicated on the plans, including excavation, shoring of excavation (if needed), forming, backfilling, and all incidentals. PAYMENT The unit price per each for this item shall include all labor, materials, tools, and equipment necessary to carry out the work as specified and no additional compensation shall be made therefor. DS-2 ' BID ITEM 8 - INSTALL 18" SLOTTED CORRUGATED STEEL PIPE The work for this item shall include installing complete in place 18-inch slotted corrugated steel 1 pipe, including excavation, bedding, compaction of bedding, sand cement slurry backfilling, shoring of excavation if needed, and all incidentals. The slotted drain is more fully specified in Appendix A. PAYMENT The unit price per linear foot for this item shall include all labor, materials, tools and equipment necessary to carry out the work as specified and no additional compensation shall be made therefor. BID ITEM 9 - ADJUST MANHOLE TO GRADE The work for this item shall include adjusting existing storm drain manhole frame and cover set to new finished surface grade, including repaving around the adjusted manhole, and all incidentals. 1 PAYMENT The unit price per each of this item shall include all costs for furnishing all labor, materials, tools, and equipment necessary to carry out the work as specified and no additional compensation shall be made thereof. BID ITEM 10 - INSTALL 18" CSP ELBOW ' The work for this item shall consist of installing complete in place 18" corrugated steel pipe elbow, including excavation, bedding, compaction of bedding, sand cement slurry backfilling, shoring of excavation, if needed, and all incidentals. PAYMENT The unit price per each for this item shall include all costs for furnishing all labor, materials, tools, and equipment necessary to carry out the work as specified and no additional compensation 1 shall be made therefor. BID ITEM 11 - CONSTRUCT 6" TO 0" BERM TRANSITION ' The work for this item shall consist of constructing 6" to 0" asphalt concrete beam transition as indicated on the plans, and all incidentals. tPAYMENT The unit price per foot for this item shall include all costs for furnishing all labor, materials, tools, and equipment necessary to carry out the work as specified and no additional compensation shall be made therefor. ' DS-3 1 BID ITEM 12 - CONSTRUCT 4" ASPHALT CONCRETE PAVEMENT ' The work for this item shall include constructing 4" thick III C2 AR4000 asphalt concrete ' pavement, complete in place, and all incidentals. The workmanship and materials shall conform to Sections 302-5 and 400-4 of the Standard Specificatios, and Orange County Environmental Management Agency Std. 1805. PAYMENT The unit price per ton for this item shall include all costs for furnishing all labor, materials, tools, and equipment necessary to carry out the work as specified, including tack coat where replacing existing asphalt concrete pavement, and no additional compensation shall be made therefor. BID ITEM 13 - CONSTRUCT 4" CRUSHED AGGREGATE BASE The work for this item shall include spreading and compacting 4" thick crushed aggregate base complete in place, including all necessary grading, and removal and disposal of excess excavation materials, and all incidentals. PAYMENT tThe unit price per ton for this item shall include all labor costs for furnishing all labor, materials, tools, and equipment necessary to carry out the work as specified and no additional compensation shall be made therefor. BID ITEM 14 -PROJECT SURVEY The work for this item shall consist of project survey by a Registered Engineer or Professional Land Surveyor and verification of all construction to the required line and grade. ' PAYMENT ' The lump sum price for this item shall include all labor, materials, tools and equipment necessary to carry out the work as specified and no additional compensation shall be made therefor. 1 BID ITEM 15 - TRAFFIC CONTROL The contractor shall provide and maintain traffic control devices during the construction of the project. In addition to those provisions of Section 7-10 of the Standard Specifications for Public Works Construction (Green Book) dealing with Public Convenience and Safety, the following requirements are included as contract specifications: DS-4 r 1 All warning and regulatory signs, lights and devices used for the protection of the public on the project shall conform to those described in the current issue of the State of California Manual of Warning Signs, Lights and Devices for use in Performing Work Upon Highways as required by Section 21400 of the California Vehicle Code. Guidelines for the use and placement of these traffic control devices shall conform to the applicable layouts described in the State Manual and in the latest edition of the Work Area Traffic Control Handbook (WATCH) published by Building News, Inc. All traffic control 1 patterns shall be subject to approval of the engineer at least seven (7) days prior to the start of construction. The work shall also include providing notification to adjacent properties seven (7) days prior to the start of construction. rThe only access to River Street is from Los Rios Street. Two commercial businesses, the Ito Nursery and Jones Mini Farm will require truck access from time to time. The contractor shall provide and shall be able to place, a steel plate over open excavation in River Street so that truck access can continue with delays not to exceed 5 minutes. rBy the use of flagmen, a minimum of single lane access to River Street and along Los Rios Street, shall be maintained at all times during work hours. Outside work hours, full two- way traffic shall be restored. It is anticipated that reduced access can be agreed with the two property owners for the purpose of asphalt concrete construction on a specific date. PAYMENT The lump sum payment for traffic control shall include all labor, materials, tools and equipment and no additional compensation shall be made therefor. 1 1 1 r r DS-5 ' DEC— 6-94 TUE 11 :34 MONY ANTOUN 7145821803 P. 02 ' SL0MD DRAIN SPECIFICATION TRAPEZOIDAL SLOT 1.0 General ' 1.1 This specification ewers Slotted Drain used for the removal of rater as shown on the plane. 1 1.2 The Corrugated Steel Pipe used in the Slotted Drain shall meet the reguiraments of AASalo N36/ASTM A760. The 007 shall Jw-ebmaimedw ALUNINIM STffi. type 2. The diameter sad gage shall be as shorn on the plans. ' 2. Connections 2.1 The Corrugated Steel Pipe shall have a minimum of two rerolled annular ends. 2.2 The Slotted Drain bands shall be a codified HUU= Hands to secure the pipe end prevent infiltration of the backfill. 1 2.3 When the Slotted Drain is handed together, the adjacent grates shall have a --imm 39gap. 3. Grates ,436 brlC/_ . ' 3.1 The grates shall be manufactured from ASTM Ai7A, Cmade-*i steel-. The spacers and bearing bars (sides) shall be 3/160 material t 0.00750. 3.2 The spacers shall be on 6' centers and welded on both side to each bearing bar (sides) with four (a) 1-1/4s long 3/160 fillet welds an each side of the bearing bar. 3.3 The engineer may call for tensile strength tests on the ' grate if the grate is not in comliaaee with Section 3.2. If tensile strength tests are called for, minimae results for an in-place spacer pulled perpendicular to the bearing bar shall be: Ce T = 12,000 pounds for 2-1/2• grate 5�e3p� � T . 15,000 pounds for 6' grate 3.4 The grates shall be trapezoidal with a 1-3/6opening In ' `. the top and 300 slanted spacers unless shown otherwise en "- the plans. The grate shall be 2-1/2' or P high as shorn 8g9 on the plans. Cy a. Galvanizi H=d ng ER ' al Th. grate shall be galvanized is accgzdsaea with ASTM a A 123 ea with a 2 oz. galvanized coating. ` z 1k S. Grate Attached to cs! C �oau� S.1 The grate shall be fillet welded with • minimw weld 1' Sia long to the CSP on each side of the grate at every other F i corrugation. iii G. Tolerances - Finished Slotte4„Draln -20' Lengths L, 6.1 vertical Bow - t 3/8' Yy6 ef; 6.2 Horizontal Bar - 1 5/5' A_u_yy F 6.3 twist - SLOTTED DRAIN SPECIFICATION ' N TRAPEZOIDAL SLOT �1=Z •PIIOOUCiS NC own 11-4-91 an. erGw. z ^�„ ' c © 0OPYR(CSH1 J.P.P. 1008S87A