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Resolution No. 2012-082 (3)
RECEIVED �aF�ER APR 1 1 2012 CITY CLERK'S OFFICE «Y IM�VY`e COMMUNITY SERVICES & WATER DEPARTMENT TO: Willard Yamaguchi, City Cler FROM: Pin Chan, Project Engineer DATE: April 11, 2012 SUBJECT: Original Bid Documents - Contract No. CS-0052, Citywide Rubberized Emulsion -Aggregate Slurry (REAS) Seal Phase I The Engineering Section has reviewed the submitted bids for the aforementioned Capital Improvement project, Contract No. CS-0052. Contractor Bid Verified Difference (1) Roy Allan Slurry Seal Inc. $ 593,954.28 $ 593,954.28 0 (2) All American Asphalt $ 611,000.00 $ 611,000.00 0 (3) Pavement Coating Co. $ 687,397.53 $ 685,117.53 <$2,280> (4) Koch -Armstrong General Engr, Inc. $ 705,999.00 $ 704,759.00 <$1,240> If you have any questions, please contact me at Ext. 318. Thank you. Cc: File � � § K� §�q§ Lu 4§£ 0If z. 4 0 2 /Ar LU 7a $« BEa# # § # m f # # k 7�®=■@::ram § t � ■# , { \ # r a a !a a 9®®; . � ` � ■ ; ! a m } \f / \ r! K ■� \w \\§a; °: c (R\ \ / \ /E z!a#§q\>\? C. BID FORM PROPOSAL TO THE CITY OF VERNON CALIFORNIA I. Proposal WORK TO BE PERFORMED: Citywide Rubberized Emulsion -Aggregate Slurry fREAS) Sea] Phase I - Contract No. CS-0052 Name of Bidder: Business Address: Phone Number: 20 The site of the work to be performed and referred to herein is in the County of Los Angeles, California. The work.to be performed will be in accordance with the specifications and Contract Documents of Contract No. CS-0052. TO THE CITY COUNCIL OF THE CITY OF VERNON: Pursuant to and in compliance with the Notice inviting Sealed Proposals (Bids) and other documents relating thereto, the undersigned bidder, having become familiar with the terms of the Contract, and the cost of the work at the place where the work is to be done, hereby proposes and agrees to perform the Contract within 90 calendar days after issuance of a "Notice to Proceed" or commencement of work, whichever occurs first, including all of its component parts and everything required to be performed, and to provide and furnish any and all of the labor, material, tools, expendable equipment, and all utility and transportation services necessary in order to perform the Contract and complete in a workmanlike manner all of the work required as specified in Contract No. CS-0052, all in strict conformity with the plans and specifications and other Contract Documents, including Addenda Numbers City Clerk. , _ and on file in the office of the The undersigned, as bidder, declares that the only persons or parties interested in this proposal as principals h are those named herein, and that this proposal is made without collusion with any person, firm or corporation. The bidder proposes and agrees that if this proposal is accepted, the bidder will execute a Contract with the City that is in substantially the, same form as the Contract set forth in the Contract Documents. - C-1 - 2. Bid Prices The undersigned, as bidder, agrees that the bidder will accept in full payment thereof the following lump sum and unit prices, to wit: Perform all the work as specified herein and shown on the Plans and Special Provisions of the Citywide Rubberized Emulsion -Aggregate Slurry (REAS) Seal Phase I, Contract No. CS-0052 including Asphalt Pavement Cold Planning and Replacement, Rubberized Emulsion -Aggregate Slurry (REAS) Seal and Re - striping. The total bid price amount includes furnishing all labor, materials, equipment,mobilization, traffic control, disposal of all removals, permits, fees, overhead, profit and taxes associated with the Contract No. CS-0652 with all of the work completes in place and in working order per to the plans and contract specifications. EXISTING ASPHALT PAVEMENT COLD PLANNING AND REPLACEMENT:• Item No. 1 Uniform A. C. Pavement Cold Plane cutting and disposal, 4" deep, approximately 42,523, square feet at: Item No. 2 Construct new A.C. Pavement Class B-PG 70-1Q in the 4" deep uniform cold planned A.C. pavement and 811 deep rail track removal areas at various streets, complete in place, approximately 1,308 tons at: $ ��`11 S ay.'AQ (figures) CENTRAL MIX RUBBERIZED EMULSION -AGGREGATE SLURRY MEAS)-' TYPE II• Item No. 3 Construct J e ,Type II (one layer only) on various streets per plans and special provisions, complete in place, approximately.635 tons (apply 10 to 12 . square feet per 13.5;pounds of REAS) (I ton = 2,00(ipounds) at: '��l �f —Pn / r � �\r peton S S wj ds� per ton (figures) (figures) C 2 RE -STRIPING AND CONSTRUCTION SIGN Item No. 4 Furnish and install striping, pavement marker (reflector) and pavement legend marking with two coats of water based Pervo paint with beads, Per plans and special provisions, aomulete in nlace. 1 lump sum at; Item _No. sum sum (figures) Furnish and install Standard Construction Sign (4' X 6') per City of Vemon Std. Plan MV2217, complete in Place, approximately `4_each at: \ ` - Elio, V\t�(ilrQ r1 ���IfiK per each each Total, Item Nos. 1 through 5 inclusive: l✓i� Y\1,..,.P\!n� �� (figures) It is understood that the foregoing quantities are approximateonly and are solely for the purpose of facilitating the comparison of bids, and that the Contractor's compensation will be computed upon the basis of the actual quantities in the complete work, whether they be more or less than those shown. C-3 3• Materials The name and address of the manufacturer for each type of material upon which this proposal is based is as follows: C-4 4. Subcontractors The bidder as general contractor hereby identifies the subcontractors on the job for each particular trade or subdivision of the work with each firm name and principal location of the mill, shop or office when the value of the work, labor or service performed is in excess of one-half of one percent of the total bid. The bidder agrees that there shall be no substitution of subcontracting except upon compliance with the "Subletting and Subcontractors Fair Practices Act" (Public Contract Code Sections 4100, et (Instruction: List only one subcontractor for each such portion.) DIVISION OF PRINCIPAL WORK OR TRADE NAME OF FIRM OR CORPORATION LOCATION t- C-5 5. Deposit of Security (� ACCOMPANYING THIS PROPOSAL'is saAAevxIJO (insert the words "Cashier's Check", "Certified Check", or "Bidder's Bond") in an amount equal to ten percent (10%) of the total of the bid, payable to or for the benefit of the City (as the case may be). The undersigned deposits the required security as a bid proposal guarantee and agrees that it shall be forfeited to the City as liquidated damages in case this bid proposal is accepted by the City, and the undersigned fails to execute the Contract. 6. Bonds The undersigned agrees to provide the City with a Performance Bond and Labor and Material Bond in the form set forth in the Contract Documents within seven (7) working days after the date of mailing of the acceptance. The surety will be one that the City finds acceptable. 7. Withdrawal The bidder acknowledges that it may withdraw its bid either personally or by a signed written request any time prior to the scheduled time for opening of the bids, Once the bids are opened, the bidder agrees that its bid will not be withdrawn for a period of sixty (60) days after the time set for the opening thereof. 8. Principals The names of all persons interested in this Bid Proposal as principals are as follows: C-6 9. License and Signature The undersigned is licensed in accordance with California Business and Professions Code, License No. g�27gR Name of bidder: Signature of bidder: C�� :.��� I _ Title: UT Lica, Yk—k Dated:' NOTE: The complete and proper legal name of the bidder shall be set forth above. If the bidder is a corporation, two signatures are required, as follows: (1) the chairman of the board, the president, or any vice- president, and (2) the corporate secretary, any assistant corporate secretary, the chief financial officer, or any assistant treasurer. If the bidder is a limited liability company, signatures are required of two members or managers unless otherwise provided in the company's articles of organization. If the bidder is a partnership, signatures are required of the partner or partners authorized to sign contracts on behalf of the partnership. c-7 10, Bidder's Oualliications The Bidder must have a minimum of five (5) years of experience as an ongoing business enterprise in the specific type of work indicated in the proposal. The following contracts which show experience in work of similar scope to that covered in the proposal and which have been satisfactorily completed in the past five (5) years are: YEAR . City of San Dimas NAME OF FIRM AND ENGINEER LOCATION CO John Campbell 245 E. Bonita Ave San Dimas, Ca. 91773 City of Montebello Homioz Vahid 1600 West Beverley Blvd Montebello, Ca. 90640 City of Temecula City of Venture City of Mission Viejo NTRACT AMOUNT (909)394.6270 $ 419,026.00 8/30/2010 (323) 887-1487 $ 306,278.00 8130/2010 Chris White 43200 Business Park Dr. (951) 308.6388 $ 421,208.55 9/102010 N Temecula, Ca. 92590 ptl Dan Frost 501 Poll St. (805) 654.7800 $ 800,000.00 11252010 Ventura, Ca. 93002 Rich Schelsinger 200 Civic Center (949) 470-3079 $ 410,328.00 1/27/2011 Mission Viejo, Ca. 92691 City of Thousand Oaks Joe Bravo 1993 Rancho Canejo Rd. (805) 449-2499 $ 638,735.00 Thousand Oaks, Co. 91320 The Bidder, as a contractor, has never failed to satisfactorily complete an awarded contract, except as follows: I declare under penalty of perjury, under the laws of the State of California, that the rego' g is true and correct. Executed at 5.,..}g (e go�I on this _JD day of v 2012. Y Name: r J � 1 , C-8 I1. Contractor's Acknowledgement of Insurance Requirements The Contractor acknowledges that the Insurance Schedule contained in section "E" has been reviewed, that a copy thereof has been submitted to an authorized insurance agent or broker, and that the Proof of insurance required therein will be submitted within thirty (30) days after notification of the acceptance of the Contractor's bid. The Contractor understands that the Contract will not be executed by the City until all proof of insurance have been received and approved as to form by the City Attorney. The Contractor agrees that failure to submit the required proof of insurance within said thirty, (30) days shall constitute grounds at the City's discretion for awarding the Contract to the next lowest bidder and for forfeiting the Contractor's bid bond. Date: ' 6 L_ Contractor Name: w✓eh ur„n Signature:il Title: P!Q't C-9 AIA DOCUMENT A81" - 2010 BID BOND Any singular reference to Contractor, Surety, Owner orotherparly shell be considered plural where applicable. CONTRACTOR SURETY (Name, legal status and pdnolpal place of business): (Name, legal status and address): Roy Allan Slurry Seal, Inc. 11922 Bloomfield Ave., Santa Fe Springs, CA 90670 OWNER (Name, legal status and address): City of Vernon 4305 S. Santa Fe Avenue Vernon, CA 90058 BOND AMOUNT: Ten percent (10%) of the total amount of the bid PROJECT: (Name, location oraddress, and Pr4act number, Y any) Citywide Rubberized Emulsion Aggregate Slurry Seal Phase 1 Philadelphia Indemnity Insurance Company 2600 West Olive Ave., 5th Floor, Burbank, CA 91505 The Contractor and Surety are bound to the Owner In the amount set forth above, for the payment of which the Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, as provided herein. The conditions of this Bond are such that If the Owner accepts the bid of the Contractor within the time specified In the bid documents, or within such time period as may be agreed to by the Owner and Contractor, and the Contractor. either (1) enters Into a contract with the Owner In accordance with the terms of such bid, and gives such bond or bonds as may be specified In the bidding or Contract Documents, with a surety admitted In thejurlsdictlon of the Project and otherwise acceptable to the Owner, for the faithful performance . of such Contract and for the prompt payment of labor and material furnished In the prosecution thereof,, or (2) pays to the Owner the difference, not to exceed the amount of this Bond, between the amount specified In sold bid and such larger smount.for which the Owner may in good faith contract with another party to perform the work covered by said bid, than this obligation shall be null and void, otherwise to remain in full force and effect The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid. Waiver of notice by the Surety shall not apply to any extension exceeding sixty (60) days in the aggregate beyond the time for acceptance of bids specified in the bid documents, and the Owner and Contractor shall obtain the Surety's consent for an extension beyond sixty (60) days. If this Bond is issued In connection with a subcontractor's bid to a Contractor, the term Contractor In this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. Printed in cooperation wtlh the Anwriban institute of Atch4cis (AIA) The language In this document conforms to the language used In AIA DocumentA310w- 2010. When this Bond has been furnished to comply with astatutory or other legal requirement in the location of the Project, any provision in this Bond conflicting with said statutory' or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed Incorporated herein. When so furnished, the intern is that this Bond shall be construed as a statutory bond and not as a common law bond. Signed and sealed this 2nd day of April 2012. h Roy Allan Slurry Seal, Inc. (!„I (Pfincipal) (Corporate Seal) G..�� (Witness) Philadelpbia Indemnity Insurance Company S (Corporate Seal) (Witness) OL (Aflomey-in-FeclJ Linda D. Coats Printed In cooperation Mth the American Institute of Architects (AIA) The lenguep In this document conforms to the language usedia AIA Document A310m- 2010. CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of California County of Orange On ny L. 2 before me, Adelaide C. Hunter, Notary Public (insert name and title of the officer) personally appeared Linda D. Coats who proved to me on the basis of satisfactory evidence to be the person(s) whose names) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(es), and that by his/her/their signature(sj on the instrument the person(s), or the entity upon behalf of which the persons) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. . .. .. a . AD LAIDE CMUNTER 1 % Commission # 1808793 • Notary Public -• California Orange County Aug Signature H �'J V�V� Mr m. ComEx fires Aug B 2012 PHILADELPHIA INSURANCE COMPANIES AMemtwtd -d. TWO Man. omnp PRILADELPHIA.BNDEMNITY INSURANCE COMPANY 231 St. Asaphb Rd., Suite 100 Bala Cynwyd, PA 19004-0950 Power of,Attorney KNOW ALL PERSONS BY THESE PRESENTS: That PHILADELPHIA INDEMNITY INSURANCE COMPANY (the Company), a corporation organized and existing under the laws of the Commonwealth of Pennsylvania, does hereby constitute and appoint: Linda D. Coats & Matthew J. Coats OF Coats Surety Insurance Services, Inc. - Its true and lawful Attorney (s) in fact with thg authority to execute on its behalf hands, undertakings, recognizances and other contracts of indemnity and writings obligatory in the nature thereof, issued in the course of its business and to bind the Company thereby, in an amount not to exceed $5,000.000.00. This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the fallowing Resolution adopted by the Board of Directors of PHILADELPHIA INDEMNITY INSURANCE COMPANY at a mating duly called the I la day of July, 2011. RESOLVED: That the Baud of Directors hereby authorizes the President or any Vice President of the Company to: (1) Appoint Attomey(s) in Fact and authorize the Attomey(s) in Fact to execute on behalf of the Company bonds and undertakings, contracts of Indemnity and other writings obligatory in the nature thereof and to attach the seal of the Company thereto; and (2) to remove, at any time, any such Atarmey-in-Fact and revoke the authority given. And, be it FURTHER RESOLVED: That the signatures of such officers and the seal of the Company may be affixed to aey such Power of Attorney or oertittceto relating thereto by facsimile, and any such Power of Attorney so executed and certified by facsimile signatures and fsesimile seal shall be validand biding upon the Company in the future with. the respect to any bond or undertaking to which it is attached. IN TESTIMONY WHEREOF, PHILADELPHIA INDEMNITY INSURANCE COMPANY HAS CAUSED THIS INSTRUMENT TO BE SIGNED AND ITS CORPORATE SEALTO BE AFFIXED BY ITS AUTHORIZED OFFICE THIS 1 gra DAY OF JULY, 2011. Cluistopher J. Maguire President Philadelphia Indemnity Insurance Company, a Pennsylvania Corporation, On this 1 gTM day of July 2011, before me came the individualwho executed the preceding instrument, to me personally known, and being by me duly swom said that he is the therein described and authorized officer of the PHILADELPHIA INDEMNITY INSURANCE COMPANY; that the seal affixed to said instrument is the Corporate seal ofsaid Company; that the said Corporate Seal and his signature were duly affixed. COMMONWEALTH OF PENNSYLVANIA Notarial Seel Moberly A, Kessles8, Notary Pubtic . . rower Marko lwe.. MOMyyamarryy County MinOOmmeekn aMMOg01g m 6 eonnswn a renOr NOWIlm 1, Craig P. Keller, Executive Vice President, Chief Financial Officer and Secretary of PHILADELPHIA INDEMNITY INSURANCE COMPANY, do herby certify that the foregoing resolution ofthe Baud of Directors and this Power (if Attorney issued pursuant thereto on this 10 day of July 2011me true and correct and are still in full force and effect 1 do further certify that ChristopherJ. Maguire, who executed the Power of Attorney as President was on the date of execution of the attached Power of Attomey the duly elected President of PHILADELPHIA INDEMNITY. INSURANCE COMPANY, In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this 2nd day of April 2012. CraigP.. Keller Executive Vice President, Chief Financial Officer & Secretary COMMUNITY SERVICES & WATER DEPARTMENT Samuel Kevin Wilson, Director of Community Services & Water 4305 Santa Fe Avenue, Vernon, California 90058 Telephone (323) 583-8811 Fax (323) 826-1435 April 2, 2012 Via E-mail and UPS NOTICE TO BIDDERS - ADDENDUM NO.1 This notice shall be considered as Addendum No. 1 to the Plans and Specifications for 'Citywide Rubberized Emulsion -Aggregate Slurry (REAS) Seal Phase I', Contract No. CS-0052. Replace 12 pages for A-1, B-4, B-5, C-21 F-1, F-8, F-11,F-14; F-18, II, J and K which are attached and amended words are highlighted. Contract Specifications: In Section A, Page A-1, bid open date has been chaneed from Wednesday, Apri14, 2012 to 'Wednesday, April 11,2012. In Section B, Page B4, No. 14 - Project Description, Sub -Item No. 2, add the following: 'Central Plant Mix`, 'slow -set or' and 'Central Plant Mix:Rubberized Emulsion -Aggregate Slurry (REAS) Seal, Type 1I'. In Section B, Page B-5, `Project Map' has been revised. In Section C, Page C-2, bid Item No. 1.2 & 3 are to be amended as follows: 1. In bid Item No. 1, remove '41,523 square feet' and r lace with'43,M square feet' 2. In bid Item No. 2, remove ' 1,112 tons' and r lace with'1,305 tons' and also add %" deep rail track removal areas?. 3. In bid Item No. 3, entire sentence shall be replaced with the following: Construct 'Central Plant Mix' Rubberized Emulsion -Aggregate Slurry (REAS) Seal, Type II (one layer only) on various streets per plans and special provisions, complete in place, approximately'635 tons (apply 10 to 12 square feet per 13.5 pounds of REAS) (1 ton = 2,000 pounds).' In Section F, Page F-1, add subtitle:' VI. RAILROAD TRACK RELATED ASPHALT CONCRETE WORK' In.Section F, Page F-8, sub -paragraph 600-3.2.1 is to be ainended as follows: I. 'The RPME shall be a 'slow -set or' quick -set type of emulsion. In Section F, Page F-11, sub -paragraph 600-3.4, remove the 'TABLE 600-3.4' and add the following: 'The application rate of REAS mixed at a central mixing plant shall conform to 302-4.7.6.2 of Greenbook 20121, 'Central Plant Mix', and '10 to 12 square feet per 13.5 pounds of REAS used.' E)(clusively IndustridC In Section F, Page F-14, delete entire first paragraph: `Surface oil and grease shall be removed or sealed with emulsified gilsonite or an equivalent material approved by the Engineer before the application of the REAS slurry seal.' In Section F, Page F-18, add an entire new paragraph `RAILROAD TRACK RELATED ASPHALT CONCRETE WORK'. In Section I, `List of Rubberized Emulsion -Aggregate Slurry (REAS) Seal Streets' has been revised. Contract Plans: In Section H, add `BNSF Railroad ties removal locations' map In Section K, `Map of Citywide Rubberized Emulsion -Aggregate Slurry (REAS) Seal Phase I' has been revised. Bidders shall acknowledge receipt of this addendum on sheet C 1 If you have any questions, please call Pin Chan of my staff at (323) 583-8811 extension 318, Sincerely i uel Kevin Wilson, RE, SKW/pc Director of Community Services & Water - - c: Willard Yamaguchi NOTICE INVITING SEALED PROPOSALS (BIDS) NOTICE IS HEREBY GIVEN that the City of Vernon, (hereinafter "City") invites and will receive sealed proposals (bids) up to the hour of two (2) o'clock p.m. on Wednesday, April 11, 2012 (according to the clock in the City Clerk's office), for the furnishing to said City of all transportation, equipment, materials, labor, supplies and services necessary for Contract No. CS-0052, Citywide Rubberized Emulsion -Aggregate Slurry (REAS) Seal Phase I. Proposals (Bids) shall be submitted to: City Clerk City of Vernon 4305 Santa Fe Avenue Vernon, CA 90058 At said time, the bids will be opened in public and announced at the offices of the City. Bids shall conform to and be responsive to the requirements for Contract No. CS-0052 and must be accompanied by a bid bond. The City Council of the City reserves the right to reject any and all bids. Copies of Contract No. CS-0052 are on file and may be examined in the office of the City located at: mailed). 2011 Community Services & Water Department 4305 Santa Fe Avenue Vernon, CA 90058 Copies may be obtained from said office with a nonrefundable deposit of $20.00 per set ($40.00 if Dated at the office of the City Clerk of the City of Vernon, this day of WILLARD YAMAGUCHI, CITY CLERK of the City of Vernon, California =.Mm C. Bill FORM PROPOSAL. TO THE CITY OF VERNON CALIFORNIA 1. Proposal WORK TO BE PERFORMED; Citywide Rubberized Emulsion-Aeereoare Slun•y (RFAS) S0a! Phase I - Contract No CS-0052 Name of Bidder: Pavement Coatings Co. Business Address: 10240 San Sevaine Way, Mira Loma, CA 51752 Phone Number: 714 / 8 2 6 - 3 011 The site of tite work to be performed and referred to herein is in the County of Los Angeles, California. The work to be performed will be in accordance with the specifications and Contract Documents of Contract No. C"052. TO THE CITY COUNCIL OF THE CITY OF VERNON: Pursuant to and in compliance with the Notice Inviting Sealed Proposals (Bids) and other documents relating thereto, the undersigned bidder, having become familiar with the terms of the Contract, and the cost of the work at the place where the work is to be done, hereby proposes.and agrees to perform the Conttact.within . 90 calendar days after issuance of a "Notice to Proceed" or commencement of work, whichever occurs first, including all of its component parts and everything required to be performed, and to provide and fiintfsh . any and all of the labor, material, tools, expendable equipment, slid all utility and transportation services . necessary in order to perform the Contract and complete in a workmanlike manner all of the work required as specified in Contract No. CS-0052, all in strict conformity with the plans and specifications and other Contract Documents, including Addenda Numbers �, _, and _ on file in the office of the City Clerk. The undersigned, as bidder, declares that the only persons or parties interested in this proposal as principals are those named herein, and that this proposal is made without collusion with any person, firm or corporation. The bidder proposes and agrees that if this proposal is accepted, the bidder will execute a Contract with the City that is in substantially the. same form as the Contract set forth in the Contract Documents. - C-1 - 2. Bid Prices The undersigned, as bidder, agrees that the bidder will accept in full payment thereof the following lump sum and unit prices, to wit: Perform all the work as specified herein and shown on the Plans and Special Provisions of the Citywide RubberizedEmulsion-Aggregate Slurry (REAS) Seal Phase I, Contract No. CS-0052 including Asphalt Pavement Cold Planning and Replacement, Rubberized Emulsion -Aggregate Slurry (REAS) Seal' and Re - striping. The total bid price amount includes furnishing all labor, materials, equipment, mobilization, traffic control, disposal of all removals, permits, fees, overhead, profit and taxes associated with the Contract No. CS-0052 with all of the work completes in place and in working order per to the plans and contract specifications. EXISTING ASPHALT PAVEMENT COLD PLANNING AND REPLACEMENT: Item No. 1 Uniform A. C. Pavement Cold Plane cutting and disposal, 4" deep, approximately 42,523 square feet at: per square foot square foot $ 3%4-77.1-1 f�. (figures) Item No. 2 Construct new A.C. Pavement Class B-PG 70-10 in the 4" deep uniform cold planned A.C. pavement and 8" deep rail track removal areas at various streets, complete in place, approximately I;;308 tons at: 04fHuaOrLEdTWE✓M SEVs✓vdoGeaAS MNO �/ zrti. CANTS perton (words) per ton (figures) $ ,9oo.fro (figures) CENTRAL MIX RUBBERIZED EMULSION -AGGREGATE SLURRY (REAS). TYPE II: Item No. 3 Construct Central Plant Mix Rubberized Emulsion -Aggregate Slurry (REAS) Seal, Type II (one layer only) on various streets per plans and special provisions, complete in place, approximately'�LOM tons (apply 10 to 12 square feet per 13.5 pounds of REAS) (1 ton = 2,000 pounds) at: tot) ion (figures) C-z RE -STRIPING AND CONSTRUCTION SIGN Item No. 4 Furnish and install striping, pavement marker (reflector) and pavement legend marking with two coats of water based Pervo paint with heads, per plans and special provisions, complete in place, I lump sum at: . YZ+�� vBYl�eusxv.bjFurFrN�Pc c�Io �E �crri lump sum (words) - --�.— lump sum Item No. 5 (figures) Furnish and Install Standard Construction Sign (4' X 6') per City of Vernon Std. Plan MV2217, complete in. place, approximately 4 each at: Tk r9E E um� s.> n/✓l < e a rn/J tot .G�e 3 per each (words) D r) per each (figures) (figures) Total, Item Nos, i through 5 Inclusive: i!>< NN✓✓!rr Ero E!G FFrY SF✓E✓Tµewfgrw THBrEvow ale 4t4 its µuNmnt O�Vi�vd; s b tr7 -1.S (ngures) It is understood that the foregoing quantities are approximate only and are solely for the purpose of facilitating the comparison of bids, and that the Contractor's compensation will he computed upon the Basis ; Of the actual quantities in the complete work, whether they be more or less than those shown. C-3 3. Materials The name and address of the manufacturer for each type of material upon which this proposal is. based is as follows: .�/.T fGry✓t.4c �-?� QE,45 ��� IZo�ME17 4Zo06 fi2G�<✓y a—fLAa4K�rG— ,®q-inT ' �•'7i`i�� LR 4 L33 S' . 1312 E- UrH 2wcrt -- �A1c2� LO ✓CR#YE l� �L%EYL/ iiT -Ole 4. Subcontractors The bidder as general contractor hereby identifies the subcontractors on the job for each particular trade or subdivision of the work with each firm name and principal location of the mill, shop or office when the value of the work, labor or service performed is in excess of one-half of one percent of the total bid. The bidder agrees that there shall be no substitution of subcontracting except upon compliance with the "Subletting and Subcontractors Fair Practices Act" (Public Contract Code Sections 4100, et (Ins(ruction: List only one subcontractor for each such portion.) DIVISION OF PRINCIPAL WORK OR TRADE NAME OF FIRM OR CORPORATION LOCATION STRf,PnvLi ltl#*LKrre-s SgOef�tm,' Q4yd�rc. r/rrlr[rc�ycs GYM" eAf A � � per, va {Ep R tJv d- it pR rr= � ac�vc ✓`AafiKl Av,a C-5 5. Deposit of Security ACCOMPANYING THIS PROPOSAL isBidders Bond 10% of bid price words words "Cashier's Check", "Cet¢ified Check", or "Bidder's Bond") in an amount equal to ten percent (100%) of the total of the bid, payable to or for the benefit of the City (as the case may be). The undersigned deposits the required security as a bid proposal guarantee and agrees that it shall be forfeited to the City as liquidated damages in case this bid proposal is accepted by the City, slid the undersigned fails to execute the Contract. 6. Bonds The undersigned m agrees to provide the City with a Performance Bond and Labor and Material Bond . in the forset forth in the Contract Documents within seven (7) working days after the date of mailing of the . . acccptance. The surety will be one that the City finds acceptable. 7. Withdrawal The bidder acknowledges that it may withdraw its bid either personally or by a signed written ' request any time prior to the scheduled time for opening of the bids. Once the bids are opened, the bidder agrees that its bid will not be withdrawn for a period of sixty (60) days after the time set for.tbe opening thereof. o. 8. Principals The mmmics of all persons interested in this Bid Proposal as principals are as follows: _ Doug Ford, President Richard Gove Secretary _ Bernard Hale, Treasurer 9. License and Signature The undersigned is licensed in accordance with California Business and Professions Code, License No._ 303609 Nance of bidder: _^ Pavement Coatings Co. Signature of bidder: Title: President Dated: 04 - 04 -12 NOTE: The complete and proper legal name of the bidder shall be set forth above. If the bidder is a. corporation, two signatures are required, as follows: (1) the chairman of the board, the president, or any vice- president, and (2) the corporate secretary, any assistant corporate secretary, the chief financial officer, or any assistant treasurer. If the bidder is a limited liability company, signatures are required of two membeis or. managers unless otherwise provided in the company's articles of organization. If the bidder is a part iership; signatures are required of the partner or partners authorized to sign contracts on behalf of the.partnership, C-7 10. Bidder's Qualifications The Bidder must have a minimum of five (5) years of experience as an ongoing business enterprise in the specific type of work indicated in the proposal. The following contracts which show experience in work of similar scope to that covered in the proposal,.' and which have been satisfactorily completed in the past five (5) years are: YEAR NAME OF FIRM AND ENGINEER LOCATION CONTRACT AMOUNT . See Attached List The Bidder, as a contractor, has never failed to satisfactorilycomplete an away follows: P awarded contract, except as None I declare'under penalty of perjury, under the laws of the State of California, that th for ing is true eud correct. Executedat�nrnna Valley, CA on this 4th day of 1Pr 2012 2012. Pavement Coatings Co. 10240 San Sevaine Way, Mira Loma, CA 91752 Ph#: 714/826-3011 Fax #: 714/826-3129 Contractors License Number 303609 REFERENCES - REAS PROJECTS 2010 City of Garden Grove Bob Moungey 714/741-5000 $149,604 2008 City of Indio Tom Rafferty 760/391-4000 $1,247,450 2008 City of Chula Vista Mike Schedine 619/397-6119 $1,559,200 2008 City of San Marcos Paul Buckley 760/744-1050 $ 909,036 200.7 City of Vista Rudy Luna 760/726-1340 $197,864 2007 City of Colton Victor Ortiz 909/514-4210 $548,751. 2007 City of Palm Desert R. Gayler 760/346-0611 $349,815 2006 Cable Airport Bill Blanchard 909/920-3608 $389,970 2006 L.A. County P.W. Paul Deaville 626/458-6959 $404,928 2006 County of Orange Mike Nguyen 714/567-7800 $834,699 2005 City of Solana Beach Dan Goldberg 858/720-2474 $257,04.4 11. Contractor's Acknowledaerneut of Insurance Requirements The Contractor acknowledges that the Insurance Schedule contained in section "C" has been reviewed, that a copy thereof has been submitted to an authori2ed insurance agent or broker, and that the proof of insurance required therein will be submitted within thirty (30) days after notification of the acceptance of the Contractor's bid. The Contractor understands that the Contract will not be executed by the City until all proof of insurance have been received and approved as to form by the City Attorney. The Contractor agrees that failure to submit the required proof of insurance within said thirty (30) days shall constitute grounds at the City's discretion for awarding the Contract to the next lowest bidder mid for forfeiting the Contractor's bid bond. Date: 04 - 0 4 -12 Contractor Name: Pavement Coatings Co. Signature:. Title: President BID BOND KNOW ALL BY THESE PRESENTS, That we, Pavement Coatings Co. of Mira Loma, CA (hereinafter called the Principal), as Principal, and First National Insurance Company of America (hereinafter called the Surety), as Surely are held and firmly bound unto , City of Vernon (hereinafter called the Obligee) in the penal sum of 10% of Bid Amount Dollars ( 10% of Bid Amount ) for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, That WHEREAS, the Principal has submitted or is about to submit a proposal to the Obligee on a contract for Citywide Rubberized Emulsion Aggregate Slurry (REAS) Seal Phase I, Contract #CS-0052 NOW, THEREFORE, If the said Contract be timely awarded to the Principal and the Principal shall, within such time as may be specified, enter into the Contract in writing, and give bond, if bond is required, with surety acceptable to the Obligee for the faithful performance of the said Contract, then this obligation shall be void; otherwise to remain in full force and effect. Signed and sealed this 27th day of March 2012 Pavement Coatings �Co. (Seal) Principal Witness 1. IEZ5,00w Title First National aur@nce Co any of America Witness By Rich: _, L. Wells, Attomey-in-Fact ,�Soa�ocFco� Q� SEAL `s S-0053IFN 10199 XDP CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of California l County of Orange J} On March 27, 2012 betore me,, Lvnn A..l3eimer, Notary Public Dale Nara lrleon ema and Tllle aflhe rcer personally appeared; Richard L. Wells Neme(e)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person whose name�k &are subscribed to the within instrument and acknowledged to me that(gshe/they executed the same in 1Qher/their authorized capacity{ies.), LYNN A. BEIMER and that by 9, er/their signatures,* on the instrument the Commission al 1960927 person'` or the entity upon behalf of which the person' Notary Public - Caihorola acted, executed the instrument. Orange County M Comm. Ex Tree oec to 2015 1 certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Place Notary Seal Above 6 SignaWre of Notary PWlic OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to anothei Document. Description of Attached Document Title or Type of Document: Document Date: . Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Individual ❑ Corporate Officer —Title(s): ❑ Partner ❑ Limited ❑ General D Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer is Representing:_ Number of Pages: Signer's Name:- ❑ Individual ❑ Corporate Officer —Title(s): ❑ Partner ❑ Limited ❑ General Attorney in Fact Trustee Guardian or Conservator Other: Signer Is Representing: COMMUNITY SERVICES & WATER DEPARTMENT Samuel Kevin Wilson, Director of Community Services & Water 4305 Santa Fe Avenue, Vernon, California 90058 Telephone (323) 583-8811 Fax (323) 826-1435 April 2, 2012 Via E-mail and UPS NOTICE TO BIDDERS —ADDENDUM NO. 1 This notice shall be considered as Addendum No. 1 to the Plans and Specifications for 'Citywide Rubberized Emulsion -Aggregate Slurry (REAS) Seal Phase I', Contract No. CS-0052..Replace 12 pages for A-1, B4, B-5, C•2, F-1, F-8, F-11,F-14, F-18, H, J and K.which are attached and amended words are highlighted. Contract Specifications: In Section A, Page A-1, bid open date has been changed from Wednesday, April 4, 2012 to `Wednesday, April 11,2012.' In Section.B, Page B4, No. 14 - Project Description, Sub -Item No. 2, add flee .following: `Central Plant Mix', 'slow -set or' and `Central Plant Mix Rubberized Emulsion -Aggregate Slurry (REAS) Seal, Type LI'. In Section B, Page B-5,'Project Map' has been revised. In Section. C, Page C-2, bid Item No. 1, 2 & 3 are to be amended as follows: L. In bid Item No. 1, remove '41,523 square feet'.. and replace with 143,523 square feet' 2. In bid Item No. 2, remove '1, 112 tons' and replace with 11,308 tons' and also add '8" deep rail track removal areas'. 3. In bid Item No. 3, entire sentence shall be replaced with the following: Construct `Central Plant Mix' Rubberized Emulsion -Aggregate Slurry (REAS) Seal, Type II (one layer only) on various streets per plans and special provisions, complete inplace, approximately 1635 tons (apply 10 to 12 square feet per 13.5 pounds of REAS) (1 ton = 2,000 pounds).' In Section F, Page F-1, add subtitle:' VI. RAILROAD TRACK RELATED ASPHALT CONCRETE WORK' In Section F, Page F-8, sub -paragraph 600-3.2.1 is to be amended -as follows: 1. `The RPME shall be a 'slow -set or' quick -set type of emulsion. In Section F, Page F-11, sub -paragraph 600-3.4,.remove the `TABLE 600-3.4' and add the following: 'The application rate of REAS mixed at a central mixing plant shall conform to 302-4.7.6.2 of Greenbook 20121, 'Central Plant Mix', and'10 to 12 square feet per 13.5 pounds of PEAS used.' Ey,cfusivefy Industrid In Section F, Page 17-14, delete entire first paragraph: 'Surface oil and grease shall be removed or sealed with emulsified gilsonite or an equivalent material approved by the Engineer before the application of the REAS slurry seal.' In Section F, Page F-18, add an entire new paragraph 'RAILROAD TRACK RELATED ASPHALT CONCRETE WORK'. In Section J, 'List of Rubberized Emulsion -Aggregate Slurry (REAS) Seal Streets' has been revised. Contract Plans: In Section H, add'BNSF Railroad ties removal locations' map In Section IC, 'Map of Citywide Rubberized Emulsion -Aggregate Slurry (REAS) Seal Phase I' has been revised. Bidders shall acknowledge receipt of this addendum on sheet C I If you have any questions, please call Pin Chan of my staff at (323) 583-8811 extension 318. Sincerely el Kevin Wilson, P.E. SKW/pc Director of Community Services & Water c: Willard Yamaguchi NOTICE INVITING SEALED PROPOSALS (BIDSI. NOTICE IS HEREBY GIVEN that the City of Vernon, (hereinafter "City") invites and will receive sealed proposals (bids) up to the hour of two (2) o'clock p.m. on Wednesday, April 11, 2012: ` (according to the clock in the City Clerk's office), for the furnishing to said City of all transportation, equipment, materials, labor, supplies and services necessary for Contract No. CS-0052, Citywide Rubberized Emulsion -Aggregate Slurry (REAS) Seal Phase I. Proposals (Bids) shall be submitted to: City Clerk City of Vernon 4305 Santa Fe Avenue Vernon, CA 90058 At said time, the bids will be opened in public and announced at the offices of the City. Bids shall conform to and be responsive to the requirements for Contract No. CS-0052 and must be accompanied by a bid bond. The City Council of the City reserves the right to reject any and all bids. Copies of Contract No. CS-0052 are on file and may be examined in the office of the City located at: Community Services & Water Department 4305 Santa Fe Avenue Vernon, CA 90058 Copies may be obtained from said office with a nonrefundable deposit of $20.00 per set ($40.00 if mailed). Dated at the office of the City Clerk of the City of Vernon, this day of 2012. WILLARD YAMAGUCHI, CITY CLERK of the City of Vernon, California - A-1 - n 12. Deductive Items Attention should be paid to Deductive Bid Items. These items have been listed in the Bid Price section of the Bid Form Proposal. All items will be totaled and included in the comparison of bids made by the City. The City has the option of deducting the Deductive Bid Items from the total bid price prior to awarding the Contract. 13, Tour of the Site A tour of the site of the proposed work has been set for Wednesday. March 28, 2012. The tour will start at the office of the Community Services & Water Department, City Hall, 4305 Santa Fe Avenue Vernon, California at: 9:00 a.m. 14. Proiect Description Contract No. CS-0052 involves the following street maintenance on various streets in the City of Vernon, State of California. (1) Asphalt Concrete Uniform Cold Planning and Repaving 4" uniform cold planning and disposal shall be made at the field marked deteriorated asphalt concrete pavement areas from the attached list and map. A tack coat of SS -I h shall be applied at the rate of 0.10 gallons per square yard to all uniform cold planed areas. Then, the cold -planed and tack coated areas shall be repaved and compacted within the same day with new asphalt concrete Class B-PG 70-10. (2) Central Plant Mix Rubberized Emulsion -Aggregate Slurry (REAS) Seal, Type II This work shall consist of formulating a slow -set or quick -set type mix design, cleaning, pavement surfaces, mixing and applying a Central Plant Mix RubberizedEmulsion- Aggregate Slurry (REAS),Seal, Type II surface treatment, and protecting the completed slurry seal until set per Standard Specifications for Public Works Construction(SSPWC) 2009 Edition, Section 600-3, (3) Re -striping The Contractor shall layout (cat track) the streets before re -striping. Re -striping (two coats), pavement marker (reflector) installation and pavement legend marking shall be installed per striping plans. Material for re -striping shall be water based Pervo paint with beads. The City shall provide City Standard Stencils for pavement legend marking. L, lW.W imp Nil 4 In z z EJ Q 3i z Ll M W > LL Z 0 rl z w z a Q Eq 7EL w I ui w _j IL EL W a q Li < 0 2 I—J w uj N U] Eq < 0 w w i M (n LL t- Z w Lo M 0 W W M maaJ L6=m==mn—MAA6.o 7!"� N. Z 0 z (n z C] rj Z 0 IL j C J Z 0❑ W 0 W Ll W 0: L) -Z w =If W It M SPECIAL PROVISIONS F. SPECIAL PROVISIONS I. GENERAL II. ASPHALT CONCRETE COLD PLANNING AND REPLACEMENT III. RUBBERIZED EMULSION -AGGREGATE SLURRY (REAS) SEAL, TYPE II IV. RE -STRIPING V. TRADE NAMES OR EQUALS VI. RAILROAD TRACK RELATED ASPHALT CONCRETE WORK I. GENERAL STANDARD SPECIFICATIONS For -the purpose of this contract, the "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (Latest Edition), the. Standard Plans for Public Works Construction (Latest Edition), and State of California, Department of Transportation Standard Plans and Standard Specifications (Latest Edition) shall apply. EXAMINATON OF THE SITE The bidders are required to examine the site and judge for themselves the location, physical conditions, substructures, and surroundings of the proposed work. MOBILIZATION The cost of all preparatory work and operations for the multiple movements of personnel, equipment, supplies, and incidentals to the various project sites must be included in the various bid items, and no extra compensation will be paid to the Contractor. TRAFFIC CONTROL The traffic control on the street shall be in accordance with the Work Area Traffic Control Handbook (W.A.T.C.H) 2009 Edition or the California Manual of Temporary Traffic Controls latest Edition. Traffic Control Work shall include all labor, materials, tools, equipment, transportation and incidentals necessary to maintain and control all vehicular and pedestrian traffic through the construction site. The cost of furnishing and maintaining traffic control during the construction must be included in the various bid items, and no extra compensation will be paid to Contractor. The Contractor shall be required to provide and maintain all necessary flagmen. The Contractor will provide all necessary traffic control devices. It is mutually understood that traffic control is paramount in the successful application and cure of F-1 SPECIAL PROVISIONS 600-3 RUBBERIZED EMULSION -AGGREGATE SLURRY (GREEN BOOK] 600-3.1 Description. This work shall consist of formulating a mix design, cleaning pavement surfaces, mixing and applying rubberized emulsion -aggregate slurry (REAS) seal surface treatment, and protecting the completed slurry seal until set. 600-3.2 Materials. Rubberized Emulsion -Aggregate Slurry (REAS) shall consist of Rubberized Polymer Modified Emulsion (RPME) and aggregate. Materials for REAS shall conform to the following, immediately prior to mixing. 600-3.2.1 Rubberized Polymer Modified Emulsion. The RPME shall be a slow -set or quick -set type of emulsion. RPME shall contain asphalt, crumb rubber, and polymer modifiers. 600-3.2.2 Polymer Modifier. Polymer modifier shall be latex which is added at a minimum of two percent by weight of the RPME. 600-3.2.3 Crumb Rubber. The material shall be granulated scrap tire rubber free from fabric wires and other contaminants. Rubber shall be dry and free flowing. Calcium carbonate or talc may be added to a maximum of four percent by weight of rubber to prevent rubber particles from sticking together. The rubber shall have a specific gravity between 1.15 and 1.20. 100% of the rubberized material shall pass a 1.18mm (#16) sieve, 95% shall pass a 900 Om (#20) sieve, and a maximum of 2 percent shall pass a number 75 ❑m (# 200) sieve. The RPME shall contain between 66 g/L ( 0.55 lbs/gal.) and 78 g/L ( 0.65 lbs/gal.) of crumb rubber. 600-3.2.4 Quality Requirements. Manufacturer's shall certify that materials meet the following requirements: TABLE 600-3.2.4(A) TESTS ON RUBBERIZED POLYMER MODIFIED EMULSION Viscosity, 25' C (77' F), Brookfield, Model RVT 46 2,500 min. Spindle @ 10 RPM (Centipoise) 20,000 max. Residue by Evaporation % (ASTM D244) 50 min. Sieve Test % retained in #20 screen (ASTM D244) 2.0 max. Weight per Liter (Gallon) 1.0 kg/L (8.331bs/gal) min. 1.05 kg/L (8.75 lbs/gal) max. Penetration of Residue, 25' C (77' F), 100g, 5 see. ASTM D5 20 min. - 40 max. Percent Residue Soluble in Trichloroethylene 75 min. ASTM D2042 -F 8 SPECIAL PROVISIONS shall be delivered to the slurry site and spread directly behind the truck with a mechanical -type- - squeegee distributor, or the slurry may be pumped into smaller trucks equipped with mechanical - type squeegeedistributors. All spreading equipment shall contain fog/water systems per 302-4.3.2. The mixing tank shall not be used to batch more than one job at a time. Storage tanks for RPME and REAS shall not be used to supply more than one job at a time. The weight per gallon (weight per liter) of REAS delivered to spreader box shall be within 0.92 lbs/gal(0.11 kg/L) of the mix design. 600-3.3.1 Field Mixing and Spreading Equipment Calibration. Calibration shall conform with 203-5.4 and the following. Calibration shall be per International Slurry Surfacing Association (ISSA). If the tests do not meet specification requirements, additional tests shall be performed at the Contractor's expense until an acceptable mix is obtained. 600-3.4 Application of REAS. The application of REAS shall conform to 302-4.3.2. REAS shall not be applied when the atmospheric temperature is less than 50°F (10°C) or when the atmospheric temperature at 7 a.m. is 75OF (24°C) or over, and rising to a forecast high of 100°F (39-C). The application rate of "AS mixed at a central mixing plant shall conform to 302- 4.7.6.2 of Greenbook 2012. 600-3.5 Field Sampling. Field sampling shall conform to 302-4.3.3. 600-3.6 Public Convenience and Traffic Control. Public convenience and traffic control shall conform to these Special provisions. t 600-3.7 Measurement and Payment. The Central Plant Mix REAS seal shall be paid. . per :ton but based on the appropriate application rate being met as set forth herein for 10 to 12 square feet per 13.5 pounds of RE, AS used. The Contractor shall also present Weighmaster's Certificates for the.amountof such material remaining unused at the completion of the work at no cost to the City. Payment will be determined by deducting the amount of the unused material from the total amount of material delivered. F-11 SPECIAL PROVISIONS Prior to applying REAS slurry, all vegetation shall be sprayed with Roundup and removed from cracks in the pavement and joints between the pavement and concrete gutters by the City. Manholes, valve boxes, drop inlets and other service entrances will be protected from the slurry seal by a suitable method by the Contractor. The Engineer shall approve the surface preparation prior to sealing. Street Sweeper: Contractor shall furnish a power street sweeper with operator to clean immediately after any wet sandblasting for paint removal; to clean the asphalt pavement the same day the street is sealed; and when necessary, as deemed by the engineer, sweep the streets showing raveling and/or loose slurry aggregate after the slurry seal has set. The sweeper shall have a steel gutter broom and a rear plastic broom, and three (3) yard minimum capacity hopper. If water is used, cracks will be allowed to dry thoroughly before slurry sealing. The Engineer shall approve the surface preparation prior to sealing. Manholes, valve boxes, drop inlets and other service entrances will be protected from the slurry seal by a suitable method. The Engineer shall approve the surface preparation prior to sealing. APPLICATION The surface should be pre -wetted by fogging ahead of the slurry box when required by local conditions. Water used in pre -wetting the surface shall be applied such that the entire surface is damp with no apparent flowing water in front of the slung box. The rate of application of the fog spray shall be adjusted during the day to suit temperatures, surface texture, humidity and dryness of the pavement surface.. The slurry mixture shall be of the desired consistency upon leaving the mixer and no additional materials shall be added. A sufficient amount of slurry shall be carried in all parts of the spreader at all times so that a complete coverage is obtained. Overloading of the spreader shall be avoided. No lumping, balling or unmixed aggregate shall be permitted. In placing slurry, the slurry machine shall move no faster than 150' a minute, or when chatter marks appear. No streaks, such as those caused by oversized aggregate, will be left in the finished surface. If excess oversize develops, the job will be stopped until the Contractor proves to the Engineer that the situation has been corrected. Where the completed slurry is not uniform in color, the street shall be treated to eliminate the color variation at the Contractor's expense. The method of treatment shall be approved by the City. -F-14- SPECIAL PROVISIONS compensation will be paid to the contractor. V. TRADE NAMES OR EQUALS If a Contractor submits a bid other than specified in the specifications as equal, then the City and the Contractor shall follow the section "4-1.6 Trade Names or Equals" of "Standard Specifications for Public Works Construction" (Green Book). VI. RAILR"OAD TRACK RELATED ASPHALT CONCRETE WOR$ The Contractor shall coordinate with the BNSF Railroad Company,for the asphalt concrete removal and asphalt paving in and around the, Railroads right-of-way. After cold planning existing. asphalt concrete, new asphalt concrete pavement between rails shall be repaved immediately to finished grade of the tracks. Asphalt concrete cold planning and repaving will be paid under the corresponding bid items. All other extra costs that may incur by the Contractor while working in and around the Railroad, right-of-way shall be included in the various bid items and no extra compensation will be paid to the Contractor. The costs may include, but not limited to flagmen, agreements, traffic control, inspections, co-ordination, overhead, remobilization, sign and downtime. The Railroad Company, contact name and telephone number and website for the requirements are as follows` BNSF Railway Company Mr. Greg Rousseau, Project Engineer, 909-386-4079 http://www bnsf.com/communities/fa sq�sermits-real estate/. On 49'h Street, Contractor shall; uniform cold plane existing"asphalt concrete (4" deep) between 5' wide rails on 8 railroad tracks and repaved with new asphalt concrete within the same day. Also on 49`h Street, BNSF will remove wood ties, (8" deep) on one westerly main track and remove an abandoned spur track next (west) to it and Contractor shall,repaved both removal areas with new asphalt concrete within the same day. On Fruitland Avenue, BNSF will remove wood ties (8" deep) on two tracks located west of Malabar Street and Contractor shall'repaved both removal areas with new asphalt concrete within the same day: - F-18 B N S F RAILROAD TIES REMOVAL LOCATIONS not to scale W 49TH :1 30'X38' z 2 rail tracks W (1 wood ties removal) Q (1 track removal). W ILL Q H Q �] 2 rail tracks wood ties removal 30'X38' FRU ITLAN u n W I z W Q z 0 I— I1 Q 2 STREET AVENUE 0 a W 0 m i W 02 J it LL m 7N Q � O N Ui O t°o) 0 4 o LO It O O 0 0 00 0p O p M o w 000 M M N W � 0 N L�o M M O NM 0 nj 0 N� a � co r O 00 00 tt0 N 00 �0 O ' r �. to II F>, i CO N U) Q Welf o V (7 w+ E co � = co O 7 c. 'C I N NC r c J 0 C a c W I:IJ • LL Q m -0K W N 00 mU U W W W (n m E m o =W m0'Ltauoo .N LL p p O ( d p NLL = ZO C UI (n !n C O O N O N C p NCN p .-� NO "" IL Q co N + NC a d u) NE C C ad�i W Li- LL U E EU V� M 9 N N L N COO .. N N CUQ N . N fEO CO6 O g O g E g � E E >w E 9 U. cn a a¢ c) ¢� °i E c' E E E E E E E E E O m m� c p= 3 d g 9 C = w, .� C W CO Q .. � Q L a in cn U) U) U) U1 cn !n o 0 m } c) m J ( � co :-3 5 iE to c E CO a N 'S > t r N N � � V � Lo M U- cS 11 'Q r N M It U) ID co p) O r N N M M le In CO 0 h W M 0)z 0) r r r' r r- r X 0 N k N lL Q V ED wZ)_ja UZ.5Co Z �. 3JWwQ� } �- EL �wLqLn W Q 0 0� W U N 13� wLo m W It U Qly , U) w 0 -j i / i i t; L .l in n V� o N lf1' r� a Z O = 0 G 0 1 U u X U w s N. i 0 P L. Z U� Z C] C b' jig ���f°aa°�'�§gg$yyg3g�fyyyiy�gg�f gg gg �aF�� ��j f OM 1YM OWIff1X I YOTY � C. BID FORM PROPOSAL TO THE CITY OF VERNON CALIFORNIA I. Proposal . WORK TO BE PERFORMED: Citywide Rubberized Emulsion-A2zre ate Slurry (REAS)Seal Phase I - Contract No. CS-0052 Aame of Bidder: 6=if'44 Phone Number; The site of the work to be performed and referred to herein is in the County of Los Angeles, California. The work. to be performed will be in accordance with the specifications and Contract Documents of Contract No. CS-0052. TO THE CITY COUNCIL OF THE CITY OF VERNON: Pursuant to and in compliance with the Notice Inviting Sealed Proposals (Bids) and other documents relating thereto, the undersigned bidder, having become familiar with the terms of the Contract, and the cost of the work at the place where the work is to be done, hereby proposes and agrees to perform the Contract within 90 calendar days after issuance of a "Notice to Proceed" or commencement of work, whichever occurs . first, including all of its component parts and everything required to be performed, and to provide and furnish any and all of the labor, material, tools, expendable equipment, and all utility and transportation services necessary in order to perform the Contract and complete in a workmanlike manner all of the work required as specified in Contract No. CS4052, all in strict conf rmity with the plans and specifications and other Contract Documents, including Addenda Numbers _; and on file in the office of the City Clerk. The undersigned, as bidder, declares that the only persons or parties interested in this proposal as principals are those named herein, and that this proposal is made without collusion with any person, firm or corporation. The.bidder proposes and agrees that if this proposal is accepted, the bidder will execute a Contract with the City that is in substantially the. same form as the Contract set forth in the Contract Documents. - C-1 - 2. Bid Prices The undersigned, as bidder, agrees that the bidder will accept in full payment thereof the following lump sum and unit prices, to wit: Perform all the work as specified herein and shown on the Plans and Special Provisions of the Citywide Rubberized Emulsion -Aggregate Slurry (REAS) Seal Phase I, Contract No. CS-0052 including Asphalt Pavement Cold Planning and Replacement, Rubberized Emulsion -Aggregate Slurry (REAS) Seal and Re - striping. The total bid price amount includes furnishing all labor, materials, equipment, mobilization, traffic control, disposal of all removals, permits, fees, overhead, profit and taxes associated with the Contract No. CS-0052 with all of the work completes in place and in working order per to the plans and contract specifications. EXISTING ASPHALT PAVEMENT COLD PLANNING AND REPLACEMENT: Item No. 1 Uniform A. C//..�Pavement Cold Plane cutting and disposal, 4" deep, approximately ,42,523 square feet at: Uh& A011(ty- AYI J $106 -- per square foot per square foot '(figures) Item No. 2 Construct new A.C. Pavement Class B-PG 70-10 in the 4" deep uniform cold planned A.C. pavement and 8" deep rail track removal areas at various streets, complete in place, approximately 1,308 tons at: per ton (words) ton $ IVI _ W (figures) CENTRAL MIX RUBBERIZED EMULSION -AGGREGATE SLURRY )REAS): TYPE II; Item No. 3 Construct Central Plant Mix Rubberized Emulsion -Aggregate Slurry (REAS) Seal, Type II (one layer only) on various streets per plans and special provisions, complete in place, approximately 635 tons (apply 10 to 12 square feet per 13.5 pounds of REAS) (1 ton = (2,,000 pounds) at: !J�%( tkY)dYeJ Qr)� CIV� d()ll { OW100perton per ton $ 1:M 0S - (figures) c-2 RE -STRIPING AND CONSTRUCTION SIGN• Item No. 4 Furnish and install striping, pavement marker (reflector) and pavement legend marking with two coats of water based Pervo paint with beads, per plans and special provisions, complete in place, 1 lump sum at: -Chi�hl �o�nsard 5ixhuandY�1 �+�►� Y�414�s4�m°lla�'s 16 Item No. 5 lump sum (figures) Fumish and install Standard Construction Sign (4' X 6') per City of Vernon Std. Plan MV2217, complete in place, approximately 4 each at: JoRew OD (figures) per each per each $ ODD — (figures) Total, Item Nos. 1 through 5 inclusive: gn�-Wsa J (words) $ (�1 , 000. D0 (figures) It is understood that the foregoing quantities are approximate only and are solely for the purpose of facilitating the comparison of bids, and that the. Contractor's compensation will be computed upon the basis of the actual quantities in the complete work, whether they be more or less than those shown. C-3 3. Materials The name and address of the manufacturer for each type of material upon which this proposal is based is as follows: - FVM �ZbS - k �J�ni}� Unas (Ay sbAd f C* kz-j� .17-005 C-4 4. Subcontractors The bidder as general contractor hereby identifies the subcontractors on the job for each particular trade or subdivision of the work with each firm name and principal location of the. mill, shop or office when i, the value of the work, labor or service performed is in excess of one-half of one percent of the total bid. The bidder agrees that there shall be no substitution of subcontracting except upon compliance with the "Subletting and Subcontractors Fair Practices Act" (Public Contract Code Sections 4100, et seq.). (Instruction: List only one subcontractor for each such portion.) DIVISION OF WORK OR TRADE A-vt P'l" 6 PRINCIPAL LOCATION C-5 5. Deposit of Security ACCOMPANYING THISPROPOSAL'is 11 sm)A" (insert the words "Cashier's Check", "Certified Check", or "Bidder's Bond") in an amount equal to ten percent (10%) of the total of the bid, payable to or for the benefit of the City (as the case may be). The undersigned deposits the required.security as a bid proposal guarantee and agrees that it shall be forfeited to the City as liquidated damages in case this bid proposal is accepted by the City, and the undersigned fails to execute the Contract. 6. Bonds The undersigned agrees to provide the City with a Performance Bond and Labor and Material Bond in the form set forth in the Contract Documents within seven (7) working days after the date of mailing of the acceptance. The surety will be one that the City finds acceptable. 7. Withdrawal The bidder acknowledges that it may withdraw its bid either personally or by a signed written request any time prior to the scheduled time for opening of the bids. Once the bids are opened, the bidder agrees that its bid will not be withdrawn for a period of sixty (60) days after the time set for the opening thereof. 8. Principals The names of all persons interested in this Bid Proposal as principals are as follows: C-6 9. License and Signature The undersigned is licensed in accordance with California Business and Professions Code, License No.!12 jp-7()-2 3 — . Name of bidder: '19!5,Qbal± P.U. OCDX A!a"a�9 ua�11' s , " • • Signature of bidder: Title: Dated: NOTE: The complete and proper legal name of the bidder shall be set forth above. If the bidder is a corporation, two signatures are required, as follows: (1) the chairman of the board, the president, or any vice- president, and (2) the corporate secretary, any assistant corporate secretary, the chief financial officer, or any assistant treasurer. If the bidder is a limited liability company, signatures are required of two members or managers unless otherwise provided in the company's articles of organization. If the bidder is a partnership, signatures are required of the partner or partners authorized to sign contracts on behalf of the partnership; C-7 10. Bidder's Oualitications The Bidder must have a minimum of five (5) years of experience as an ongoing business enterprise in the specific type of work indicated in the proposal. The following contracts which show experience in work of similar scope to that covered in the proposal and which have been satisfactorily completed in the past five (5) years are: S&,e wed paoe5 YEAR NAME OF FIRM AND ENGINEER LOCATION CONTRACT AMOUNT The Bidder, as a contractor, has never failed to satisfactorily complete an awarded contract, except as follows: NJ I declare under penalty of erjury, under the laws of the State of Califgt�nia, that the foregoing s true and correct. Executed at �O�N (� on this _� �° day of L� 2012: C-B <L200 / )) PAST WORK REFERENCES City of Westminster Citywide Street Improvements 8200 Westminster Boulevard Contract Amount: $1,085,000.00 Westminster, CA 92683 Start: 11/2006 Contact: Theresa Tran, (714) 898-3311 Ext. 282 Completed: 6/2007 City of Irvine Jeronimo Road P.O. Box 19575 Contract Amount: $649,000.00 One Civic Center Plaza Start: 3/2007 Irvine, CA 92606-5208 Completed: 5/2007 Contact: Uyenly Bui, (949) 724-7559 City of Anaheim Weir Canyon 200 S. Anaheim Boulevard Contract Amount: $795,000.00 Anaheim, CA 92805 Start: 3/2007 Contact: Robert Luciano, (714) 765-5286 Completed: 6/2007 City of San Clemente North El Camino Real- ----- 910 Calle Negocio, Suite 100 Contract Amount: $1,400,000.00 San Clemente, CA 92376 Start: 4/2007 Contact: Gary Voborsky, (949) 361-6132 Completed: 6/2007 City of Newport Beach Citywide Street Improvements 3300 Newport Boulevard Contract Amount: $1,392,000.00 Newport Beach, CA 92658 Start: 1/2007 Contact: Andy Tran, (714) 644-3311 Completed: 5/2007 City of Seal Beach Seal Beach Boulevard 211 Eighth Street Contract Amount: $930,647.00 Seal Beach, CA 90740 Start: 12/2006 Karim Varshochi, (714) 412-2722 Completed: 4/2007 City of Tustin Jamboree & Tustin Ranch Road 300 Centennial Way Contract Amount: $2,700,000.00 Tustin, CA 92630 Start: 11/2006 Contact: Benny Tenkean, (714) 573-3161 Completed: 4/2007 "2008" PAST WORK REFERENCES City of Irvine University Drive Rehabilitation One Civic Center Plaza Contract Amount: $3,445,289.40 P.O. Box 19575 Start: 1/2008 Irvine, CA 92606-5268 Completed: 6/2008 Contract: Kal Lambaz, (949) 724-7555 City of Anaheim Anaheim Blvd. Improvements 200 South Anaheim Blvd. Contract Amount: $278,391.00 Anaheim, CA 92805 Start: 4/2008 Contact: Sean Razmy, (714) 765-5069 Completed: 6/2008 City of Newport Beach Superior Avenue Improvements 3300 Newport Blvd. Contract Amount: $862,862.00 Newport Beach, CA 92658 Start: 1/2008 Contact: Andy Tran, (949) 644-3315 Completed: 6/2008 City of Westminster Citywide Street Improvements 8200 Westminster Blvd. Contract Amount: $1,118,383.00 Westminster, CA 92683 Start: 3/2008 Contact: Theresa Tran, (714) 898-3311 Ext. 282 Completed: 7/2008 City of Lake Forest Street Resurfacing & Slurry Seal 25550 Commercentre Drive, Suite 100 Contract Amount: $1,638,523.00 Lake Forest, CA 92630 Start: 2/2008 Contact: Luis Estevez, (949) 461-3485 Completed: 4/2008 City of Santa Ana Santa Clara Avenue Improvements 20 Civic Center Plaza Contract Amount: $2,219,523.00 Santa Ana, CA 92701 Start: 11/2007 Contact: Ed Torres, (714) 647-5018 Completed: 3/2008 "2009" PAST WORK REFERENCES City of Costa Mesa 77 Fair Drive P.O. Box 1200 Costa Mesa, CA 92628-1200 Contact: Tom Banks, (714) 536-5431 City of Dana Point 33282 Golden Lantern Dana. Point, CA 92628 Contact: Archie Rempher, (949) 248-3500 City of Beverly Hills 345 Foothill Road Beverly Hills, CA 90210 Contact: Juan Martinez, (310) 285-2521 County of San Bernardino 825 East Third Street San Bernardino, CA 92415-0835 Contact: Sri Srirajan, (909)387-7935 City of Redondo Beach 415 Diamond Street Redondo Beach, CA 90277 Contact: Javier Urista, (310) 318-0661 City of Westlake Village 31200 Oak Crest Drive Westlake Village, CA 91361 Contact: Roxanne Hughes, (805) 653-6597 Department of Transportation 12975 Culver Blvd. Los Angeles, CA 90066. Contact: Sixto Ramin, (213) 216-4406 City of Rialto 150 South Palm Avenue Rialto, CA 92376 Contact: Eddie Chan, (909) 820-2651 Prop 1 B Street Maintenance Contract Amount: $993,993.00 Start: 7/2009 On -going — not completed yet Annual Roadway Resurfacing Project Contract Amount: $3,982,982.00 Start: 4/2009 On -going — not completed yet 2008-09 Street Resurfacing Contract Amount: $4,085,000.00 Start: 1/2009 Completed: 8/2009 Arrow Route ContractAmount: $1,980,000.00 Start: 2/2009 Completed: 7/2009 Public Improvement Package Contract Amount: $1,678,000.00 Start: 1/2009 Completed: 9/2009 Joint Cities Pavement Rehab. Project Contract Amount: $1,242,241.11 Start: 6/2009 Completed: 9/2009 Route 27, Contract No. 07-2Y4904 Contract Amount: $915,511.00 Start: 6/2009 Completed: 9/2009 Route 210 Detour Contract Amount: $1,983,548.00 Start: 6/2009 Completed: 9/2009 "2010" PAST WORK REFERENCES City of Santa Ana Segerstrom Avenue Rehabilitation 20 Civic Center Plaza Contract Amount: $2,094,618.00 Santa Ana, CA 92701 Start: 11/2009 Contact: Edward Torres, (714) 647-5018 Completed: 3/30/2010 City of Chino 13220 Central Avenue Chino, CA 91790 Contact: Emani Naghmeh, (909) 464-8367 City of Costa Mesa 77 Fair Drive Costa Mesa, CA 92628-1200 Contact: Thomas Banks, (714) 754-5222 City of Westminster 8200 Westminster Boulevard Westminster, CA 92683 Contact: Tuan Pham, (714) 898-3311 ext. 209 City of Paramount 16400 Colorado Avenue Paramount, CA 90723-5012 Contact: Ed Cox, (562) 908-6205. City of Cerritos 18125 Bloomfield Avenue Cerritos, CA 90703-3130 Contact: Rash Syed, (562) 916-1221 City of Anaheim 200 South Anaheim Boulevard Anaheim, CA 92805 Contact: Sean Ramsey, (714) 765-5059 City of Garden Grove 11222 Acacia Parkway Garden Grove, CA 92842 Contact: (714) 741-5180 Street Rehabilitation Project FY 08/09 Contract Amount: $2,127,501.00 Start: 11/2009 Completed: 5/31/2010 Rehabilitation of Vanguard Way Contract Amount: $517,646.00 Start: 12/2009 Completed: 2/30/2010 City-wide Overlay 09-10 St. Improvement Project Contract Amount: $1,171,416.00 Start: 2/1/2010 Completed: 5/30/2010 Resurfacing in Rosecrans Avenue Contract Amount: $572,209.00 Start: 10/1/2009 Completed: 5/30/2010 Bloomfield Avenue Improvements Contract Amount: $1,103,000.00 Start: 3/1/2010 Completed: 6/20/2010 Magnolia Avenue Street Improvements Contract Amount: $868,000.00 Start: 4/1/2010 Completed: 7/20/2010 Harbor Boulevard Street Rehabilitation Contract Amount: $919,000.00 Start: 3/1/2010 Completed: 6/30/2010 "2011" PAST WORK REFERENCES City of Compton 205 South Willowbrook Avenue Compton, CA 90220 Contact: Loujuana Mitchell, (310) 761-1437 County of San Bernardino 825 E. Third Street San Bernardino, CA 92415 Contact: Franklin Lund, (909) 387-7920 County of Riverside 2950 Washington Street Riverside, CA 92504 Contact: David Hylkema, (951) 850-6075 City of Stanton 7800 Katella Avenue Stanton, CA 90680-3162 Contact: Quang Le, (714) 890-4234 City of Long Beach 333 West Ocean Blvd., 10"' Floor Long Beach, CA 90802 Contact: Chuck Ramey, (562) 570-6634 City of Paramount 16400 Colorado Boulevard Paramount, CA 90723-5012 Contact: Len Gorecki, (562) 220-2111 City of Huntington Beach 2000 Main Street Huntington Beach, CA 92648 Contact: Dave Verone, (714) 375-8471 Department of Transportation 464 W. Foutth Street San Bernardino, CA 92410-1400 Contact: Irnad Abugharbieh, (951) 277-8579 Northwood Avenue Reconstruction Contract Amount: $1,180,000.00 Start: 10/18/2010 Completed: 5/4/2011 Cajon Blvd. Contract Amount: $565,000.00 Start: 3/11/2011 Completed: 4/8/2011 De Luz Road Rehabilitation Contract Amount: $740,000.00 Start: 4/25/2011 Completed: 5/23/2011 2010/2011 Citywide Reconstruction Contract Amount: $322,322.00 Start: 3/1/2011 Completed: 4/30/2011 Annual Contract Street Reconstruction Contract Amount: $3,433,415.00 Start: 5/1/2010 Completed: Still On -Going Neighborhood Street Resurfacing Contract Amount: $899,909.00 Start: 11/1/2010 Completed: 3/30/2011 Slater Avenue Improvements Contract Amount: $1,926,341.00 Start: 8/2/2010 Completed: 2/30/2011 Route 91 Project Contract Amount: $5,732,812.00 Start: 3/1/2010 Completed: 3/30/2011 r 11. Contractor's Acknowledgement of Insurance Requirements. The Contractor acknowledges that the Insurance Schedule contained in section "E" has been reviewed, that a copy thereof has been submitted to an authorized insurance agent or broker, and that the proof of insurance required therein will be submitted within thirty (30) days after notification of the acceptance of the Contractor's bid. The Contractor understands that the Contract will not be executed by the City until all proof of insurance have been received and approved as to form by the City Attorney. The Contractor agrees that failure to submit the required proof of insurance within said thirty (30) days shall constitute grounds at the City's discretion for awarding the Contract to the next lowest bidder and for forfeiting the Contractor's bid bond. Date: b Z r.. Contractor C-9 UFidelity and Deposit Company of Maryland (j+p� Home Office: P.O. Box 1227. Baltimore. MD 21203-1227 �+ BID BOND KNOW ALL MEN BY THESE PRESENTS: That we, ALL AMERICAN ASPHALT BOND NO.085 97 423 as Principal, (hereinafter called the "Principal'), , P.O. Box 1227, Baltimore, Maryland 21203, a corporation duly organized under the laws of the State of Maryland, as Surety, (hereinafter called the "Surety'), are held and firmly bound unto City of Vernon as Obligee, (hereinafter called the "Obligee'), in the sum of TEN PERCENT OF THE TOTAL BID PRICE IN -------- Dollars($ 10% OF TOTAL BID PRICE , ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for CllyWide Rubberized Emulsion -Aggregate Slurry (Reas) Seal Phase I Contract No. CS-0052 - - Bid Date: April 4, 2012 NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the Obligee in accordance with the terms of such bid and give such bond or bonds as may be specified in the bidding or contract documents with good and sufficient surety for the faithful performance of such contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter into such contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified In said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 26th day of March 2012 A.D., ALL AMERICAN ASPHALT (SEAL) �- al Witness FIDELITY AND DEPOSIT COMPANY OF MARYLAND, / Surety C : By 'en�Qgne `3 (SEAL) A. Wilkison, Notary Public Witness Rebecca Haas- ates Attorney -in -Fact - Printed in cooperation with the American Institute of Architects (AIA) by Fidelity and Deposit Company of Maryland. Fideliryand Deposit Company of Maryland vouches that the language in die document conforms exactly to the lunguage used in AIA Document A-310, Febtuary 1970 Edition. BID70000ZZ0701f EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice -President, or any of the Senior Vice -Presidents or Vice -Presidents specially authorized so to do -by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of .the Assistant Secretaries, to appoint Resident Vice-Presidents,Assistant Vice -Presidents and Attorneys -in -Fact as .the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,...and to affix the seal of the Company thereto." CERTIFICATE I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect.on the date of this certificate; and I do further certify that the. Vice -President who executed. the said Power of Attorney was one of the, additional, Vice ;Presidents specially authorized by tht Board of Directors to appoint any Attorney -in -Fact as provided.. in �Jrticle VI,�Seciiou 2, of the.By-Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Power of Attorney and Certificate may be signed by facsimile under�and,hy authority.o$the following resolutipn. of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY Of MARYLAND at a meeting duly called and held on the loth day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of,attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF; I have hereunto subscribed my name iihil affixed the corporatte seafof the said Company, this 26th day of March 2012 • Assistant Secretary State of California County of Riverside On April 3, 2012 before me, Debbie Matsem Notary^Public Date Here lmort name and Title of the Officer personally appeared Robert Bradley Name(ylofftnar(p) - who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/art subscribed to the within Instrument and; acknowledged to me that he/sli k executed the same in hls/heON"r authorized capacity(!* and that by his/haPAheir DEBBIE MATSEN slgnatur% on the instrument the person(a), or the entity upon behalf Commission M 1958174 of which t e person(pi) acted executed the instrument, Notary Public Cdltofnis Riverside County I certify under PENALTY OF PERJURY under the laws of the State of IIIII m. Et roe Ntfv22, 28t5+ California that the forgoing paragraph is true and correct. WITNESS my hand and official seal. Signature zo� .4,70'e % �/IZZ Place Notary Seal Above S 9 wre o Notgry Pu Ik OPTIONAL Though the information below'is not required by law, it may prove valuable to person relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document Bid Bond:.City of Vemon. Document Date: March 26, 2012 Number of Pages: 1 Paee Signer(o) Other Than Named Above: Fidelity and Deposit. Company of Maryland. Capacitypee) Claimed by Signer( Signers Name: RobertBradley Signer's Name: o1ndividual o Individual ?.Corporate Officer —Title(4: Vice President ❑ Partner— o Limited o General o Attorney In Fad o Trustee ❑ Other: Signer is Representing: _ All American Asphalt o Corporate Officer — Title(s): ❑ Partner— o Limited o Gener ❑Attorney in Fad. ❑ Trustee ❑ Other Signer is Representing: State of California County of Orange On 3/26/2012 before me, A. Wilkison, Notary Public Date ere'nse,fName and e t er - personally appeared Rebecca Haas -Bates - era a o gnera A. WILKISON E commission # 1866283 Notary Public - California n orange County z My Comm. Ea Tres Sep 26, 2013 who proved to me on the basis of satisfactory evidence to be the person(a) whose name(s) is/am subscribed to the within Instrument and acknowledged to me that +ie/she/they executed the same In 4iWher/Iheir authorized capacity(fes), and that by Hie/herMeiF signature(r4 on the Instrument the person(*, or the entity upon behalf of which the person(s}acted, executed the Instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph Is true and correct. WITNESS my/hand and official seal. Signature Place Notary Seel Above �blanoturo of Nomry Public' OPTIONAL Though the Information below Is not required by law, It may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document Description of Attached Document Title or Type of Document:. Bid Bond Document Date: 3/2612012 ,Number of Pages: One (1) Signsr(s) Other Than Named Above: All American Asphalt Capacity(tes) Claimed by Signer(s) Signer's Name:. Rebecca Haas -Bates ❑ Individual ❑ Corporate Officer—Title(s): ❑ Partner— ❑ Limited ❑ General p Attorney in Fact WHISM 0 Trustee Top of thumb here C Guardian or Conservator Other: Signer Is Representing: Fidellty and Deposit Company of Maryland Signer's Name:. ❑ Individual • Corporate Officer — Title(s): ❑ Partner .-❑ Limited CI General ❑ Attorney in Fact ❑Truste6 - Tap al lhumti here. ❑ Guardian or Conservator ❑ Other: Signer Is Representing: CITY OF VERNON CALIFORNIA CITYWIDE RUBBERIZED EMULSION - AGGREGATE SLURRY (REAS) SEAL PHASE I Contract No. CS-0052 Bid Opening Date: April 4, 2012, 2 00.p.m. Construction Start Date: June 4, 2012 or Later COMMUNITY SERVICES & WATER DEPARTMENT CITY OF VERNON 4305 SANTA FE AVENUE VERNON, CA-90058 (323) 583-8811 TABLE OF CONTENTS Page A. NOTICE INVITING SEALED PROPOSALS (BIDS) .................................................................... A-1 B. INFORMATION FOR BIDDERS 1. General............................................................................................................I..... B-1 2. Contract Documents.................................................................................................................. B4 3. License.......................................................... ................................................... ..... B-1 4. Proposals ....................... :.......................................................................................... B-1 5. Contract and Bonds........:......................................................................................................... B-2 6. Addenda ............................................. ..... ................................................................. B-3 7. Withdrawal of Bid.................................................................................................................. B-3 8. Award or Rejection of Bids.. .......................................................................................................... B-3 9. Bidders Interested in More Than One Bid...................................................................................... B-3 10. Insurance and Financial Requirements.......................................................................................... B-3 11. Preliminary Estimate.................................................................................................................. B-3 12. Deductive Items.................................................................................................................. B-4 13. Tour of the Site.................................................................................................................. B-4 14. Project Description.................................................................................................................. B-4 15. Project Map................................................................................................................ B-5 C. BID FORM PROPOSAL TO THE CITY OF VERNON 1. Proposal ................................................... ............................................................ ... C-1 2. Bid Prices.................................................................................................................. C-2 3. Materials 4. Subcontractors.................................................................................................................. C-5 5. Deposit of Security.................................................................................................................. C-6 6. Bonds.................................................................................................................. C-6 7. Withdrawal......................................................................................... .. C-6 8. Principals V.. :.....................................:.:............;a............... C-6 9. License and Signature.................................................................................................................. C-7 10. Bidder's Qualifications....................................................................................:............................. C-8 11. Contractor's Acknowledgement of Insurance Requirements......................................................... C-9 D. CONTRACT Article1. GENERAL..................................................................:'.....:....::...:.............................. D-1 Section1. Scope of Work.................................................................................................................. D-1 Section2. Consideration..............:................................................................................................... D-1 Section3. Payments..........................................................................................I....................... D-1 Section 4. Contract Documents ......................... :................................ ............ ..................................... D-2 Section 5. Compliance with Provisions of Law.................................................................................. D-2 Section 6. Costs and Attorney's Fees.................................................................................................. D-2 Section7. Notices.................................................................................................................. D-2 Section 8. Conflict with Plans and Specifications.............................................................................. D-2 Section9. Assignment ........... .................................................... ....................................... :........... D-2 Section10. Paragraph Headings.......................................................................................................... D-3 Section 11. Authority of City's Representative......................................................:............................ D-3 Page Article 2. WAGES, HOURS AND WORKING CONDITIONS.................................................... D-3 Section 12. General Prevailing Wages ............................. :......... Section 13. Hours of Work ........................................................ Section 14. Apprentices........................................................ Section 15. Subcontractors........................................................ Section 16. Discrimination........................................................ Section17. Safety ....................................................... Section 18. Character of Workers .............................................. ......... D-3 ......... D-3 Article 3. INSURANCE, INDEMNIFICATIONS AND BONDS .................................................. D-4 Section19. Insurance.................................................................................................................. D-4 Section20. Indemnification................................................................................................................. D-4 Section 21. Workers' Compensation-................................................................................................... D-5 Section 22. Labor and Material Bond.................................................................................................. D-5 Section23. Performance Bond............................................................................................................. D-5 Article4. PERFORMANCE............................................................................................................. D-5 Section 24. Time for Completion......................................................................................................... D-5 Section 25. Force Majeure.................................................................................................................. D-5 Section26. Utility Relocation.............................................................................................................. D-5 Section 27. Public Convenience ................................................ :.......................................................... D-5 Section28. Excavations.................................................................................................................. D-6 Section29. Extra Work.................................................................................................................. D-6 Section30. Clean-Up.................................................................................................................. D-7 Section31. Materials.................................................................................................................. D-7 Section 32. Permits and Licenses......................................................................................................... D-8 Section M.. Land and Rights of Way................................................................................................... D-8 Section 34. Plans and Drawings.........................................................................................:................. D-8 Section 35. Shop Drawings Submitted by the Contractor.................................................................... . D-9 Section 36. Supervision by the Contractor.......................................................................................:... D-9 Section37. Inspection of Work............................................................................................................ D-9 Section 38. Correction of Defective and/or Unauthorized Work ........................................................ D-9 Section 39. Errors or Discrepancies Noted by Contractor................................................................... D•10 Section40. Equipment.................................................................................................................. D•10 Article 5. MISCELLANEOUS.......................................................................................................... D•10 Section41. Damages for Delay............................................................................................................ D-10 Section42. Guarantee........................................................... I....................................................... D41 Section 43. Risk of Loss Prior to Final Acceptance............................................................................. D•11 Section44. Termination................................................... .................. ........................................ :.... all Section 45. Standard Specifications..................................................................................................... D-12 10 E. F. Page BOND FORMS AND INSURANCE REQUIREMENTS................................................................E-1 Workers' Compensation Certificate ..................... ... .............................................................................. E-2 PerformanceBond................................................................................................................E-3 Laborand Material Bond ........ ........... :............................................................................................ E-5 InsuranceSchedule ... ........... ................................................................................................... E-7 DocumentationRequired .................................. .............................................................................. E-7 Proof of Insurance, Approval as to Form..............................................................................................E-8 Sample Irrevocable Letter of Credit SPECIAL PROVISIONS I. GENERAL ................E-9 .F-1 .....I ............................I............................................................................ F-1 StandardSpecifications ............ .................................................................................................... F-I Examinationof the Site.............................................................................................................F-1 Mobilization....................... :........................................................................................ F-1 Traffic Control ............................................... .......... .... ....... ......... .... ..... ..... .............. .......F-1 Prohibited Parking in Work Area ............................................ ............................................................. F-2 ConstructionSchedule ........ .......................................... .............................................................. F-2 ConstructionHours .............................................. .................................................................. F-2 Construction Activities Coordination...............................................................................................F-3 MaterialSubmittals .......................................... ........... ........................................................... F-3 Material and Equipment Storage Areas...............................................................................................F-3 PublicConvenience................................................................................................................F-3 DustControl ................ ....................................................... :........................................ F-3 TemporaryWater Meter ......... ................... ...................... ...................... ......................................... F-3 Private or Public Property Damage......................................................................................................F-4 Cleaning of the Site During Construction............................................................................................F-4 Final Cleaning of Construction Site and Restoration...........................................................................F-4 SanitaryFacilities................................................................................................................F-4 Storm Water Pollution Prevention Plan (SWPPP).............................................................................F-�._ UnitPrices ......... ............... ........................................................................................ F-5 rl. ASPHALT CONCRETE COLD PLANNING AND REPLACEMENT.................................F-5 AsphaltConcrete Material.................................................................................................................F-5 Quality Assurance and acceptance ........... ........................................................................................... F-6 Field Testing of Asphalt Base Pavement Relative Compaction.........................................................F-6 Uniform Thickness Cold Planning......................................................................................................P-6 TackCoat Application................................................................................................................F-6 Asphalt Concrete Replacement ............... ..................... ....................................................................... F-7 III. RUBBERIZED EMULSION -AGGREGATE SLURRY (REAS) SEAL, TYPE II .............F-7 GeneralI........................................ Laboratory Evaluation and Report ....................................................................................................F-7 600-3 Rubberized Emulsion -Aggregate Slurry (Green book) ..................................... :...................... F-8 Page Equipment........................................ ... .......................... ................................. .......... F-12 Machine Calibration, Verification and Application Rate.....................................................................F-12 Limitation..................................................................................... ....... .............. ...... F-12 Notification, Posting and Schedule Changes.......................................................................................F-13 Responsibility .............................................. ...... ........ ....... ............. ........... ....... .......... ....F-13 Preparation of the Existing Pavement Surface.....................................................................................F-14 Application.............................. ................... ........................ .................................. 0.... F-14 QualityControl ........ .................. ......................................... F-16 Guaranty............................................................................................................... . F-16 IV. RE -STRIPING ................................... ........ ................................................... .................. P-17 General.......... .................................................................................................... F-17 Material.............................................................................................................F-17 . V. TRADE NAMES OR EQUALS..............................................................................................F-18 G. LIST OF 4" ASPHALT CONCRETE COLD PLANNING AND REPLACEMENT LOCATIONS H. MAP OF 4" ASPHALT CONCRETE COLD PLANNING AND REPLACEMENT LOCATIONS J. LIST OF RUBBERIZED EMULSION -AGGREGATE SLURRY (REAS) SEAL STREETS K, MAP OF RUBBERIZED EMULSION -AGGREGATE SLURRY (REAS) SEAL STREETS L. CONTRACTSHEETSCHEDULE M. STANDARD PLANS iv NOTICE INVITING. SEALED PROPOSALS (BIDS) NOTICE IS HEREBY GIVEN that the City of Vernon, (hereinafter "City") invites and will receive sealed p osals (bids) up to the hour of two (2) o'clock p.m. on Wednesday, April 4, 2012 r (according t the clock in the City Clerk's office), for the furnishing to said City of all transportation, equipment, mat "ials, labor, supplies and services necessary for Contract No. CS-0052, Citywide Rubberized Emul "on -Aggregate Slurry (REAS) Seal Phase I. Proposals (Bids) shall be submitted to: City Cl\FA City of4305 SvenueVernon8At said time, ill be opened in public and announced at the offices of the City. Bids shall conform to and be resa requirements for Contract No. CS-0052 and must be accompanied by a bid bond. The City Coe 'ty reserves the right to reject any and all bids. Copies of Contract No. CS-0052 are on file anexam ed in the office of the City located at: Community Services & 4305 Santa Fe Avenue Vernon, CA 90058 Copies may be obtained from said Department with a nonrefundable deposit of $20.00 per set ($40.00 if mailed). Dated at the office of the City Clerk of the ity of Vernon, this 2012. WILLARD of the City of en - A-1 - California day of, B. INFORMATION FOR BIDDERS 1. General The work hereunder must be done in strict conformity with the plans and specifications adopted and approved by the City for Contract No. CS-0052. 2. Contract Documents (a) The Contract Documents shall consist of the following: Notice Inviting Sealed Proposals (Bids) Information for Bidders Bid Form Proposal Bid Bond Contract Performance Bond Labor and Material Bond Proof of Insurance Workers' Compensation Certificate Special Provisions Detailed Plans and Specifications Standard Specifications and Drawings (b) All terms and conditions contained in the Contract Documents shall become a part of the Contract entered into between the successful bidder and the City. The City Council of the City reserves the right to reject any and all bids, and to waive any and all irregularities in any bids. 3. License A bid submitted by a Contractor who is not licensed in accordance with the provisions of Division 1II, Chapter 9, of the Business and Professions Code of the State of California will not be considered for award. 4. Proposals (a) Bids must be made in accordance with the following instructions: (1) Bids shall be made on the Bid Form Proposal furnished by the City as a part of Contract No. CS-0052. All bids shall be properly executed with the signatures of all signatories written in longhand. All blank items shall be filled in. Numbers shall be spelled out and written in &abic f`i" es. If the words and Arabic figures are different, the words shall be used and the Arabic figures disregarded. Erasures, interlineations or other corrections shall be authenticated by affixing next to the mark or correction, or in the margin immediately adjacent thereto, the initials of the signatory(ies) to the bid. If the unit price and the total amount set forth by a bidder, for any item, are not in the Bid Form Proposal, the unit price alone shall be considered as representing the bidder's intention, and the totals shall be corrected to conform thereto. (2) Bidders must submit bids on all of the schedules set forth in the Bid Form Proposal. (3) Bids shall not contain any recapitulation of the work to be done. Alternative proposals will not be considered except as specified. Oral, telegraphic and/or telephonic proposals or modifications will not be considered. (4) Bids shall be accompanied by a cashier's check, a certified check, or bidder's bond in an amount equal to 10% of the bid, made payable to or for the benefit of (as the case may be) the City of. Vernon. Said check or bond shall be given as a guarantee that the bidder will enter into Contract No. CS-0052 if awarded the work. The check or the bid bond may be forfeited to the City if the successful bidder: (1) refuses or fails to execute the Contract within fifteen (15) working days after receipt of written notice from the City that the Contract is ready for signature, or (2) refuses or fails to fumish the required Contract bond and/or proof of insurance coverage within thirty (30) working days after the City has provided written notice of award. If no bid is accepted by the City Council, or if the successful bidder executes and delivers the necessary Contract Documents to the City, then the City will return all checks and bonds received by it within ten (10) days after the execution of said Contract or within ten (10) days after being requested to do so by the unsuccessful bidder. (b) Before submitting a bid, bidders shall: read Contract No. CS-0052,.especial ly the Special Provisions, and all other Contract Documents with care; visit the site of the work, and; be fully informed about all the existing conditions and limitations. The bidder should also be fully aware of the bond and insurance requirements as to the successful bidder. The bid shall specify the amounts to cover the cost of all items included in Contract No. CS-0052. No allowance will be made because a bidder failed to examine the Contract Documents or obtain the requisite knowledge about the project prior to submitting its bid. (c) Bids shall'be sealed'iti an envelope marked: Contract No. CS-0052. Citywide Rubberized Emulsion -A' areaate_Slurry (REAS) Seal Phase I Bids shall be addressed to the City Clerk of the City and shall bear the name of the bidder, Bids shall be delivered to the City Clerk on or before the day and hour for the opening of bids as set in the Notice Inviting Sealed Proposals (Bids). It is the SOLE responsibility of the bidder to. see that the bid is delivered and received before the scheduled closing time for receipt of bids. Any bid received after the scheduled closing time shall be returned to the bidder unopened. (d) The City shall have a period of sixty (60) days after the opening of the bids within which to accept or reject any or all of the bids. 5. Contract and Bonds (a) The form of Contract that the successful bidder, as the Contractor, will be required to execute is included in the Contract Documents, and should be examined by the bidder with care. The Contract, bonds and other documents to be executed by the Contractor shall be executed in original triplicate tamped according to law. One original shall be filed with the City and the others with the appropriate City departments. (b) At the time the Contract is executed, the successful bidder will be required to furnish and maintain the following: (1) a Labor and Material Bond in an amount equal to 100% of the Contract price and (2) a faithful Performance Bond in an amount equal to 100% of the Contract price. The bonds shall be secured from a surety company that the City finds acceptable. The surety's name must be on file with the County Clerk of Los Angeles County and/or the California Department of Insurance as an approved and financially sound surety company, authorized to transact business in this state. . The bonds shall meet all of the requirements and contain all of the conditions specifiedin Sections 3247 and 3248 inclusive, of the Civil Code, and other applicable provisions of the law and/or regulations of the State of California. (c) If the successful bidder fails to execute the Contract, file the required bonds, and/or file proof of insurance coverage as required by the Contract Documents, the award of the Contract may be annulled by the City and the bid bond forfeited. 6. Addenda Any addenda issued before the time in which to submit bids expires, and included as a part of the Contract Documents furnished to the bidder for preparation of its bid, shall be covered in the bid and shall be a part of the Contract. Withdrawal of Bid Any bidder may withdraw its bid either personally or by a signed written request any time prior to the scheduled time for opening of the bids (but not after). 8. Award or Rejection of Bids The Contract will be awarded to the lowest responsible bidder complying with these instructions and with the Notice Inviting Sealed Proposals (Bids). The City, however, reserves the right to reject any and all bids or to waive any irregularities in bids received. If, in the judgment of the City, a bid contains prices for the various items within the bid that appear to be unrealistically low, or if the bidder is not considered responsible, the bid may be rejected. 9. Bidders Interested in More Than One Bid No person, firm or corporation shall be allowed to make or file, or be interested in more than one bid for the same work, unless alternative bids are permitted. A person, firm or corporation that has submitted a subproposal to a bidder or quoted prices on material to a bidder, may submit a subproposal or quote prices to other bidders. 10. Insurance and Financial Requirements (a) Before entering into the Contract, the successful bidder shall furnish evidence that workers' compensation insurance; public liability, property damage insurance, and all other insurance specified in the insurance schedule set forth at pages E-7 and E-8 have been procured. The insurer must be an insurance . company admitted in and authorized to do business in California and maintain a rating that is acceptable to the City. The insurance procured must be maintained in full force and effect for the entire duration of the Contract. . (b) Before the Contract is awarded, any bidder upon request shall furnish a recent statement of said bidder's financial condition and previous construction experience or such other evidence of the bidder's qualifications, as may be required by the City. If not previously provided to the City, the successful bidder shall furnish a recent statement of its financial condition; and previous construction experience or such other evidence of its qualifications before entering into the Contract. 11. Preliminary Estimate The preliminary estimate of quantities of work to be done and material to be furnished, as shown in the Contract Documents, are approximations and are given as a basis for the comparison of bids. The City does not expressly, or by implication, agrees that the actual amount of work will correspond with the preliminary estimate§. The City reserves the right to increase or decrease the quantity of any item or portion of the work or to omit portions of the work, as it deems necessary or expedient. The successful bidder shall not at any after the submission of the bid have any claim for damages as a result of lowering of anticipated profits or the loss of profits because of any difference between the quantities of work actually done and those stated in its bidding sheets. ( Each bid item should be; priced to carry its pro -rats share of the costs, overhead -and profits Bidders are cautioned against unbalancing their bid by including more than a pro-rata share of overhead and profit in any bid item. B-3 12. Deductive Items Attention should be paid to Deductive Bid Items. These items have been listed in the Bid Price section of the Bid Form Proposal. All items will be totaled and included in the comparison of bids made by the City. The City has the option of deducting the Deductive Bid Items from the ttal bid price prior to awarding the Contract. 13. Tour of the Site A tour of the site of the proposed work has been set for Wednesday. arch 28 2012. The tour will start at the office of the Community Services & Water epartment, City Hall, 4305 Santa Fe Avenue Vernon, California at: 9:00 a.m. 14. Project Description Contract No. CS-0052 involves the following street mainten nee on various streets in the City of Vernon, State of California. (1) Asphalt Concrete Uniform Cold Planning and 4" uniform cold planning and disposal sh/epaved made at the field marked deteriorated asphalt concrete pavement areas from the attacheand map. A tack coat of SS-ih shall be applied at the rate of 0.10 gallons per squrd to all uniform cold planed areas. Then, the cold -planed and tack coated areas shall band compacted within the same day with new asphalt concrete Class B-PG 70-10. (2) -Rt*bo zud X.AaIs:., Apure This work s a of fon mixing and applying a crur ee su r " construction (SSPWC) 2009 (3) Re -striping a quick -set type mix design, cleaning pavement surfaces, afFy 69a1 T ypu TLsurface treatment, and until set per tan 3rd Spee' ' i s for Public Works. Section 600-3. The Contractor shall layou (cat track) the streets before.re4stripmg. Re -striping (two coats), pavement marker (reflect ) installation and pavement legend marking shall be installed per striping plans. Material f r re -striping shall be water based Pervo paint with beads. The City shall provide City Stan, d Stencils for pavement legend marking. - B-4 - L� , / / , , / / / / 6l.'VllI .., .11 N N zo of z� �U $ w >o wZ }0 cl F Q U� H rw z W J N 3 W w'Q r Q % 0 w ❑ H w Q N N a UNW—} Q U E m d] LL lw�L'9^Q W W N7 Li LL. --iCMn1i'Y AlIO � 1 IP d i 13 J 1 1 0 x IL ��U I Z N a_ ❑Z ❑ J C3 p..iSiii a �zN W Q W F. ti W ly Y ❑Qz L Q a 2 F WO COMMUNITY SERVICES & WATERDEPARTMENT Samuel Kevin Wilson, Director of Community Services & Water 4305 Santa Fe Avenue, Vernon, California 90058 Telephone (323) 583-8811 Fax (323)826-1435 April 2, 2012 Via E-mail and UPS NOTICE TO BIDDERS ADDENDUM NO.1 This notice shall be considered as Addendum No> 1 to the Plans and Specifications for `Citywide Rubberized Emulsion -Aggregate Slurry (REAS) Seal Phase I', Contract No. CS-0052. Replace 12 pages for A-1, B-4, B-5, -C-2, F-1, F-8, F-11,F-14, F-18, H, J and K which are attached and amended words are highlighted. Contract Specifications: In Section A, Page A-1, bid open date has been changed from Wednesday, Apr114, 2012 to 'Wednesday, April 11, 2012.' In Section B, Page B-4, No. 14 - Project D'escripti'on,.Sub-Item No. 2, add the following: 'Central Plant Mix', 'slow -set or' and. 'Central Plant Mix Rubberized Emulsion -Aggregate Slurry (REAS) Seal, Type II'. In Section B, Page B-5, 'Project Map' has been revised. In Section C, Page C-2, bid Item No. 1, 2 & 3 are to be amended as follows: 1. In bid Item No. 1, remove '41,523 square feet' and EWlace with'43,523 square feet' 2. In bid Item No. 2, remove 11,112 tons' and replace with 11,308 tons' and also add'8" deep rail track removal areas'. 3. In bid Item No. 3, entire sentence shall be replacedwith the following: Construct 'Central Plant Mix' Rubberized Emulsion -Aggregate Slurry(REAS) Seal, Type lI (one layer only) on various streets per plans and special provisions, complete in place, approximately'635 tons (apply 10 to 12 square feet per 13.5 pounds of REAS) (1 ton = 2,000pounds).' In Section F, Page F- 1, add subtitle:' VI. RAILROAD TRACK RELATED ASPHALT CONCRETE WORK' In Section F, Page F-8, sub -paragraph 600-3.2.1 is to be amended as follows: 1. 'The RPME shall be a'slow-set or' quick -set type of emulsion. In Section F, Page F-11, sub -paragraph 600-3.4, remove the 'TABLE 600-3.4' and add the following: 'The application rate of REAS mixed at a central mixing plant shall conform to 302-4.7.6.2 of Greenbook 2012', 'Central Plant Mix', and'10 to 12 square feet per 13.5 pounds of REAS used.' Exqcfusivefy Industrial In Section F, Page F-14, delete entire first paragraph: 'Surface oil and grease shall be removed or sealed with emulsified gilsonite or an equivalent material approved by the Engineer before the application of the REAS slurry seal.' In Section F, Page F-18, add an entire new paragraph 'RAILROADTRACK RELATED ASPHALT CONCRETE WORK'. In Section J, 'List of Rubberized Emulsion -Aggregate Slurry (REAS) Seal Streets' has been revised. Contract Plans: In Section H, add 'BNSF Railroad ties removal locations' map In Section K,'Map of Citywide Rubberized Emulsion -Aggregate Slurry (REAS) Seal Phase I' has been revised. Bidders shall acknowledee receipt of this addendum on sheet C-1. If you have any questions, please call Pin Chan of my staff at (323) 583-881 I extension 318. Sincerely �/ el Kevin Wilson, P.E. Director of Community Services & Water SKW/pc c: Willard Yamaguchi NOTICE INVITING SEALED PROPOSALS (BIDS) NOTICE IS HEREBY GIVEN that the City of Vernon, (hereinafter "City") invites and will receive sealed proposals (bids) up to the hour of two (2) o'clock p.m. on Wednesday, April 11, 2012 (according to the clock in the City Clerk's office), for the furnishing to said City of all transportation, equipment, materials, labor, supplies and services necessary for Contract No. CS-0052, Citywide Rubberized Emulsion -Aggregate Slarry (REAS) Seal Phase I. Proposals (Bids) shall be submitted to: City Clerk City of Vernon 4305 Santa Fe Avenue Vernon, CA 90058 At said time, the bids will be opened in public and announced at the offices of the City. Bids shall conform to and be responsive to the requirements for Contract No. CS-0052 and must be accompanied by a bid bond, The City Council of the City reserves the right to reject any and all bids. Copies of Contract No. CS-0052 are on file and may be examined in the office of the City located at: mailed). 2012. Community Services 8c Water Department 4305 Santa Fe Avenue Vernon, CA 90058 Copies may be obtained from said office with a nonrefundable deposit of $20.00 per set ($40.00 if Dated at the office of the City Clerk of the City of Vernon, this day of WILLARD YAMAGUCIII, CITY CLERK of the City of Vernon, California - A-1 - 12. Deductive Items Attention should be paid to Deductive Bid Items. These items have been listed in the Bid Price section of the Bid Form Proposal. All items will be totaled and included in the comparison of bids made by the City. The City has the option of deducting the Deductive Bid Items from the total bid price prior to awarding the Contract. 13. Tour of the Site A tour of the site of the proposed work has been set for Wednesday. March 28, 2012. The tour will start at the office of the Community Services & Water Department, City Hall, 4305 Santa Fe Avenue Vernon, California at: 9:00 a.m. 14. ProiectDescription Contract No. CS=0052 involves the following street maintenance on various streets in the City of Vernon, State of California. (1) Asphalt Concrete Uniform Cold Planning and Repaving 4" uniform cold planning and disposal shall be made at the field marked deteriorated asphalt concrete pavement areas from the attached list and map. A tack coat of SS-lh shall be applied at the rate of 0.10 gallons per square yard to all uniform cold planed areas. Then, the cold -planed and tack coated areas shall be repaved and compacted within the same day with new asphalt concrete Class B-PG 70-10. (2) Central Plant Mist Rubberized Emulsion -Aggregate Slurry (REAS) Seal, Type II This work shall consist of formulating a slow -set or quick -set type mix design, cleaning pavement surfaces, mixing and applying a Central Plant Mix Rubberized Emulsion - Aggregate Slurry. (REAS) Seal, Type II surface treatment, and protecting the completed slurry seal until set per Standard Specifications for Public Works Construction (SSPWC) 2009 Edition, Section 600-3. (3) Re -striping The Contractor shall layout (cat track) the streets before re -striping. Re -striping (two coats), pavement marker (reflector) installation and pavement legend marking shall be installed per striping plans. Material for re -striping shall be water based Pervo paint with beads. The City shall provide City Standard Stencils for pavement legend marking. - B-4 - N O w � N o Z g w i ❑ LL 0 Z i }}1- h FQ tt i/ Z x >- W v Z J d p4WN��a � Q Q IL0F MW W°g I e` � [A�7 / Q N w . }} I 1- UD� mteMLI. c I F w N Q 1 aml ZmC7W Cl 03 a � ' I -----, 1 1 1 1 I � a Z U) Ea z JjoI J ozQ o� o U 0 v p iw R a U w K a r _N �gz e a. ¢ax w wr ii C M Q6'3_. 11 B-5 2. Bid Prices The undersigned, as bidder, agrees that the bidder will accept in full payment thereof the following lump sum and unit prices, to wit: Perform all the work as specified herein and shown on the Plans and Special Provisions of the Citywide Rubberized Emulsion -Aggregate Slurry (REAS) Seal Phase I, Contract No. CS-0052 including Asphalt Pavement Cold Planning and Replacement, Rubberized Emulsion -Aggregate Slurry (REAS) Seal and Re - striping. The total bid price amount includes furnishing all labor, materials, equipment, mobilization, traffic control, disposal of all removals, permits, fees, overhead, profit and taxes associated with the Contract No. CS-0052 with all of the work completes in place and in working order per to the plans and contract specifications. EXISTING ASPHALT PAVEMENT COLD PLANNING AND REPLACEMENT: Item No. I Uniform A. C. Pavement Cold Plane cutting and disposal, 4" deep, approximately 42,523 square feet at: Item No. 2 Construct new A.C. Pavement Class B-PG 70-10 in the 4" deep uniform cold planned A.C. pavement; and 8" deep rail track removal areas at various streets, complete in place, approximately 1,308 tons at: 14-7 aQ4.,CO (figures) CENTRAL MIX RUBBERIZED EMULSION -AGGREGATE SLURRY (REAS), TYPE II: Item No. 3 Construct Central Plant Mix Rubberized Emulsion -Aggregate Slurry (REAS) Seal; Type II (one layer only) on various streets per plans and special provisions, complete in place, approximately 635 tons (apply 10 to 12 square feet per 13.5 pounds of REA) i t on = 2,006 pounds) at: ilk _54baklej IlIMs ( noMf5 per ton c� (w rd incJ �OC6 (d--�f%�a perton (figures) (61-760• W oA $�.�) GR (figures) C-2 SPECIAL PROVISIONS F. SPECIAL PROVISIONS I. GENERAL I1. ASPHALT CONCRETE COLD PLANNING AND REPLACEMENT III. RUBBERIZED EMULSION -AGGREGATE SLURRY (REAS) SEAL, TYPE II IV. RE -STRIPING V. TRADE NAMES OR EQUALS VI. RAILROAD TRACK RELATED ASPHALT CONCRETE WORK I. GENERAL STANDARD SPECIFICATIONS For the purpose of this contract, the "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (Latest Edition), the Standard Plans for Public Works Construction (Latest Edition), and State of California, Department of Transportation Standard Plans and Standard Specifications (Latest Edition) shall apply. EXAMINATON OF THE, SITE The bidders are required to examine the site and judge for themselves the location, physical conditions, substructures, and surroundings of the proposed work. MOBILIZATION The cost of all preparatory work and operations for the multiple movements of personnel, equipment, supplies, and incidentals to the various project sites must be included in the various bid items, and no extra compensation will be paid to the Contractor. TRAFFIC CONTROL The traffic control on the street shall be in accordance with the Work Area Traffic Control Handbook (W.A.T.C.H) 2009 Edition or the California Manual of Temporary Traffic Controls latest Edition. Traffic Control Work shall include all labor, materials, tools, equipment, transportation and incidentals necessary to maintain and control all vehicular and pedestrian traffic through the construction site. The cost of furnishing and maintaining traffic control during the construction must be included in the various bid items, and no extra compensation will be paid to Contractor. The Contractor shall be required to provide and maintain all necessary flagmen. The Contractor will provide all necessary traffic control devices. It is mutually understood that traffic control is paramount in the successful application and cure of -F-1- SPECIAL PROVISIONS 600-3 RUBBERIZED EMULSION -AGGREGATE SLURRY (GREEN BOOK) 600-3.1 Description. This work shall consist of formulating a mix design, cleaning pavement surfaces, mixing and applying rubberized emulsion -aggregate slurry (REAS) seal surface treatment, and protecting the completed slurry seal until set. 600-3.2 Materials. Rubberized Emulsion -Aggregate Slurry (REAS) shall consist of Rubberized Polymer Modified Emulsion (RPME) and aggregate. Materials for REAS shall conform to the following, immediately prior to mixing. 600-3.2.1 Rubberized Polymer Modified Emulsion. The RPME shall be a slow -set or quick -set type of emulsion. RPME shall contain asphalt, crumb rubber, and polymer modifiers. 600-3.2.2 Polymer Modifier. Polymer modifier shall be latex which is added at a minimum of two percent by weight of the RPME. . 600-3.2.3 Crumb Rubber. The material shall be granulated scrap tire rubber free from fabric wires and other contaminants. Rubber shall be dry and free flowing. Calcium carbonate or talc may be added to a maximum of four percent by weight of rubber to prevent rubber particles from sticking together. The rubber shall have a specific gravity between 1.15 and 1.20. 100% of the rubberized material shall pass a 1.18mm (#16) sieve, 95% shall pass a 900 0m (#20) sieve, and a maximum of 2 percent shall pass a number 75 Om (# 200) sieve. The RPME shall contain between 66 g/L ( 0.551bs/gal.) and 78 g/L ( 0.651bs/gal.) of crumb rubber. 600-3.2.4 Quality Requirements. Manufacturer's shall certify that materials meet the following requirements: TABLE 600-3.2.4(A) TESTS ON RUBBERIZED POLYMER MODIFIED EMULSION Viscosity, 25' C (77° F), Brookfield; Model RVT #6 2,500 min. Spindle @ 10 RPM (Centipoise) 20,000 max. Residue by Evaporation % (ASTM 13244) 50 min. Sieve Test % retained in #20 screen (ASTM D244) 2.0 max. Weight per Liter (Gallon) 1.0 kg/L (8.33 lbs/gal) min. 1.05 kg/L (8.75 lbs/gal) max. Penetration of Residue, 25' C (77' F), 100g, 5 sec. ASTM D5 20 min. - 40 max. Percent Residue Soluble in Trichloroethylene 75 min. ASTM D2042 - F-8 - SPECIAL PROVISIONS shall be delivered to the slurry site and spread directly behind the truck with a mechanical -type squeegee distributor, or the slurry may be pumped into smaller trucks equipped with mechanical - type squeegee distributors. All spreading equipment shall contain fog/water systems per 302-4.3.2. The mixing tank shall not be used to batch more than one job at a time. Storage tanks for RPME and REAS shall not be used to supply more than one job at a time. The weight per gallon (weight per liter) of REAS delivered to spreader box shall be within 0.92 lbs/gal (0.11 kg/L) of the mix design. 600-3.3.1 Field Mixing and Spreading Equipment Calibration. Calibration shall conform with 203-5.4 and the following. Calibration shall be per International Slurry Surfacing Association (ISSA). If the tests do not meet specification requirements, additional tests shall be performed at the Contractor's expense until an acceptable mix is obtained. 600-3.4 Application of REAS. The application of REAS shall conform to 302-4.3.2. REAS shall not be applied when the atmospheric temperature is less than 50°F (10°C) or when the atmospheric temperature at 7 a.m. is 75°F (24°C) or over, and rising to a forecast high of 100°F (39°C). The application rate of REAS mixed at a central mixing plant shall conform to 302- 4.7.6.2 of Greenbook 2012. 600-3.5 Field Sampling. Field sampling shall conform to 302-4.3.3. 600-3.6 Public Convenience and Traffic Control. Public convenience and traffic control shall conform to these Special provisions. 600-3.7 Measurement and Payment. The Central Plant. Mix PEAS seal shall be paid per ton but based on the'appropriate application rate being met as set forth herein for 10 to .12 square feet per 13.5 pounds of REAS used. The Contractor shall also present Weighmaster's Certificates for the amount of such material remaining unused at the completion of the work at no cost to the City, Payment will be determined by deducting the amount of the unused material from the total amount of material delivered. - F-11 - SPECIAL PROVISIONS Prior to applying PEAS slurry, all vegetation shall be sprayed with Roundup and removed from cracks in the pavement and joints between the pavement and concrete gutters by the City. Manholes, valve boxes, drop inlets and other service entrances will be protected from the slung seal by a suitable method by the Contractor. The Engineer shall approve the surface preparation prior to sealing. Street Sweeper: Contractor shall furnish a power street sweeper with operatorto clean immediately after any wet sandblasting for paint removal; to clean the asphalt pavement the same day the street is sealed; and when necessary, as deemed by the engineer, sweep the streets showing raveling and/or loose slurry aggregate after the slurry seal has set. The sweeper shall have a steel gutter broom and a rear plastic broom, and three (3) yard minimum capacity hopper. If water is used, cracks will be allowed to dry thoroughly before slung sealing. The Engineer shall approve the surface preparation prior to sealing. Manholes, valve boxes, drop inlets and other service entrances will be protected from the slurry seal by a suitable method. The Engineer shall approve the surface preparation prior to sealing. APPLICATION The surface should be pre -wetted by fogging ahead of the slurry box when required by local conditions. Water used in pre -wetting the surface shall be applied such that the entire surface is damp with no apparent flowing water in front of the slurry box. The rate of application of the fog spray shall be adjusted during the day to suit temperatures, surface texture, humidity and dryness of the pavement surface. The slurry mixture shall be of the desired consistency upon leaving the mixer and no additional materials shall be added. A sufficient amount of slurry shall be carried in all parts of the spreader at all times so that a complete coverage is obtained. Overloading of the spreader shall be avoided. No lumping, balling or unmixed aggregate shall be permitted. In placing slurry, the slurry machine shall move no faster than 150' a minute, or when chatter marks appear. No streaks, such as those caused by oversized aggregate, will be left in the finished surface. If excess oversize develops, the job will be stopped until the Contractor proves to the Engineer that the situation has been corrected. Where the completed slurry is not uniform in color, the street shall be treated to eliminate the color variation at the Contractor's expense. The method of treatment shall be approved by the City. -F-14- SPECIAL PROVISIONS Thinner shall not be mixed with paint. Paint shall dry "tack free" within fifteen (15) minutes, Reflective glass beads shall be added to the paint. The cost of preparing layout, furnishing control points, all paints, beads, other material and equipment required to complete the job must be included in the various bid items, and no extra compensation will be paid to the, contractor. V. TRADE NAMES OR EQUALS If a Contractor submits a bid other than specified in the specifications as equal, then the City and the Contractor shall follow the section "4-1.6 Trade Names or Equals" of "Standard Specifications for Public Works Construction" (Green Book). VI. RAILROAD TRACK RELATED ASPHALT CONCRETE WORK The Contractor shall coordinate with the BNSF Railroad Company for the asphalt concrete removal and asphalt paving in and around the Railroads right-of-way. After cold planning existing asphalt concrete, new asphalt concrete pavement between rails shall be repaved immediately to finished grade of the tracks. Asphalt concrete cold planning and repaving will be paid under the corresponding bid items. All other extra costs that may incur by the Contractor while working in and around the Railroad right-of-way shall be included in the various bid items and no extra compensation will be paid to the Contractor. The costs may include, but not limited to flagmen, agreements, traffic control, inspections, co-ordination, overhead, remobilization, sign and downtime. The Railroad Company, contact name and telephone numbet and website for the requirements are as follows: BNSF Railway Company Mr. Greg Rousseau, Project Engineer, 909-386-4079 htip://www.bnsf.com/conununities/fags/Dermits-real-estate/ On 49'" Street, Contractor shall uniform cold plane existing asphalt concrete (4" deep) between 5' wide rails on 8 railroad tracks and repaved with new asphalt concrete within the same day. Also on 40s Street, BNSF will remove wood ties (8" deep) on one westerly main track and remove an abandoned spur track next (west) to it and Contractor shall repaved both removal areas with new asphalt concrete within the same day, On Fruitland Avenue, BNSF will remove wood ties (8" deep) on two tracks located west of Malabar Street and Contractor shall repaved both removal areas with new asphalt concrete within the same day. -F-18- B N S F RAILROAD TIES REMOVAL LOCATIONS I not to scale W 49TH :3 30'X38' z 2 rail tracks W (1 wood ties removal) Q(1 track removal) W. E Q z Q U] 2 rail tracks wood ties removal 30'X38' FR U ITLAN D �52ND I n. W I z W Q STREET z h- EL Q I l AVENUE 1� l -�JSTREET 53RD STREET Q 1 W .J 0 m U LL U Q IL w �. J N LL (p = 17 fn pO N �('j N In 9 T F' O O W tr LO r e} 00 O (p l0 � W r (O � 00 I� O pO O M lt) 0� M O N W N .�- CM fM O M N M N SM.. � r A ODOMO r O O N t O r M C j II N a H I i y m I Q I � I a. � w� z cn c 0 I m o c 1 c. cf ID Q t w dcu c Q m Etf2n o UG alC;�eso, ca n o = oi O a ccZQ55 Zy m N w O 1ii l n NW a O O LLfn O Z O a- c owto o ( o = o o Q II C`to "C O 4? w O OwC GN -N 0 0 E LL cn NN3C. mOo m N E O LL 1 W 0 (a ENb cC 9 c0U c E tu E E E c t E N co ; a a ro (0 E E E U) li (n a E E E E E E E E E E oc p' c � d (!) c v N N N (D ... N 1 9tm W '� m a ... a c (o to w n (n � 08 a w } aU) Eom, c: = =Y w w E Co oofco0) w N C m L I r++ N v V W o Lo m U g LL LL 0 T N M tt In f0 h 00 O O r In M co In l T T r T T T T T T f N TQ ZLn J� y Y Y Y ❑ wZ�u1az z� 13 gW w 0 E w 3IL o Q Q >o U Q N w .. p cl }❑ ZwLuN J �' 0� W m M W / U Z ti Q R ❑ / / / F � 1 j 1 e fill I y I v 1 Y I C a I I 1 / I . 1 I i 1 e I rz / I lull LI f l r--J i 1 C 0 � I f 1 = w e oD o a 13 a x o aaas y n. I;E l R�)°NV RO'1 ' S i �e �yyye C. BID FORM PROPOSAL TO THE CITY OF VERNON CALIFORNIA Pro osal WORK TO BE PERFORMED: Citywide Rubberized Emulsion -Aggregate Slurry (REAS) Seal Phase I - Contract No. CS-0052 Name of Bidder: Business Address: Phone Number: (0 (Cl - 15C01 - ;�oC)5 W1 K)G, The site of the work to be performed and referred to herein is in the County of Los Angeles, California. The work to be performed will be in accordance with the specifications and Contract Documents of Contract No. CS-0052. TO THE CITY COUNCIL OF THE CITY OF VERNON: Pursuant to and in compliance with the Notice Inviting Sealed Proposals (Bids) and other documents relating thereto, the undersigned bidder, having become familiar with the terms of the Contract, and the cost of the work at the place where the work is to be done, hereby proposes and agrees to perform the Contract within 90 calendar days after issuance of a "Notice to Proceed" or commencement of work, whichever occurs first, including all of its component parts and everything required to be performed, and to provide and furnish any, and all of the labor, material, tools, expendable equipment, and all utility and transportation services necessary in order to perform the Contract and complete in a workmanlike manner all of the work required as specified in Contract No. CS0052, all in strict conformity with the plans and specifications and other Contract Documents, including Addenda Numbers �, and on file in the office of the City Clerk. The undersigned, as bidder, declares that the only persons or parties interested in this proposal as principals are those named herein, and that this proposal is made without collusion with any person, firm or corporation. The bidder proposes and agrees that if this proposal is accepted, the bidder will execute a Contract with the City that is in substantially the. same form as the Contract set forth in the Contract Documents. 2. Bid Prices The undersigned, as bidder, agrees that the bidder will accept in frill payment thereof the following lump sum and unit prices, to wit: Perform all the work as specified herein and shown on the Plans and Special Provisions of the Citywide Rubberized E\amnt gregate Slurry (REAS) Seal Phase I, Contract No. CS-0052 including Asphalt Pavement Cold Replacement, Rubberized Emulsion -Aggregate Slurry (REAS) Seal and Re - striping. The total bid pncludes famishing all labor, materials, equipment, mobilization, traffic control, disposal of all mits, fees, overhead, profit and taxes associated with the Contract No. CS-0052 with all of the es in place and in working order per to the plans and contract specifications. Item No. I Uniform A. C. Pavement Cold Plane\Cutting and disposal, 4" deep, approximately 41,523 square feet at: Item No. 2 per square foot per square foot (figures) Construct new Asphalt Concrete Pavement Class B-P 70-10 in the 4" deep uniform cold planned asphalt concrete pavement at various streets, complete in place, a roximately 1,112 tons at: (words) Item No. 3 Construct quick set Rubberized Emulsion -Aggregate Slurry (BRAS) Seal, streets per plans and special provisions, complete in place, approximately 9 ton perton (one layer only) on various quare feet at: per squIre foot (words) of (figures) per square C-2 RE -STRIPING AND CONSTRUCTION SIGN: Item No. 4 Furnish and install striping, pavement marker (reflector) and pavement legend marking with two coats of water $ CID, (figures) Item No. 5 Furnish and install Standard Construction Sign (4' X 6') per City of Vernon Std. Plan MV2217, complete in place, approximately 4 each at: each each $ at .o0 (figures) Total, Item Nos. 1 through 5 inclusive: �etn {�u,q�red Fine -nwusian� J�ine 1Ewwc��d fJ inah{-1JinZ7>pUGu'S cr,v�d rlo ee.s>� e.�► 705 `I`M , rni CA (figures) It is understood that the foregoing quantities are approximate only and are solely for the purpose of facilitating the comparison of bids, and that the Contractor's compensation will be computed upon the basis of the actual quantities in the complete work, whether they be more or less than those shown. C-3 3. Materials The name and address of the manufacturer for each type of material upon which this proposal is based is as follows: C-4 4. Subcontractors The bidder as general contractor hereby i�entifies the subcontractors on the job for each particular trade or subdivision of the work with each firvame and principal locof the mill, shop or office when the value of the work, labor or service performed is in excess of one -ha f of one percent of the total bid. The bidder agrees that there shall be no substitution of subcontracting except upon compliance with the "Subletting and Subcontractors Fair Practices Act" (Public Contract Code Sections 4100, et sew.). (Instruction: List only one subcontractor for each such portion.) DIVISION OF NAME OF FIRM OR CORPORATION PRINCIPAL LOCATION / ( 1�& ! &-anrvrd 9 Sun t/n 11"„lA.'41z. C-s 5. Deposit of Security ACCOMPANYING THIS PROPOSAL'is Ndd(insert the words "Cashier's Check", "Certified Check", or "Bidder's Bond") in an amount equal to ten percent (10%) of the total of the bid, payable to or for the benefit of the City (as the case may be). The undersigned deposits the required security as a bid proposal guarantee and agrees that it shall be forfeited to the City as liquidated damages in case this -bid proposal is accepted by the City, and the undersigned fails to execute the Contract. 6. Bonds The undersigned agrees to provide the City with a Performance Bond and Labor and Material Bond in the form set forth in the Contract Documents within seven (7) working days after the date of mailing of the acceptance. The surety will be one that the City finds acceptable. Withdrawal The bidder acknowledges that it may withdraw its bid either personally or by a signed written request any time prior to the scheduled time for opening of the bids. Once the bids are opened, the bidder agrees that its bid will not be withdrawn for a period of sixty (60) days after the time set for the opening thereof. S. Prnncivals The names of all persons interested in this Bid Proposal as principals are as follows: •-t � .a u�r .r � • C-6 BID BOND KNOW ALL MEN BY THESE PRESENTS, THAT WE KOCH-ARMSTRONG GENERAL ENGINEERING, INC., as Principal, hereinafter called the Principal, and GREAT AMERICAN INSURANCE COMPANY,, a corporation duly organized under the laws of the State of OHIO, as Surety, hereinafter called the Surety, are held and firmly bound unto CITY OF VERNON as Obligee, hereinafter called the Obligee, in the sum of Ten Percent of the Total Amount Bid--- Dollars (V 0% of the Amount Bid), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for CONTRACT NO. CS-0052; CITYWIDE RUBBERIZED EMULSION -AGGREGATE SLURRY (REAS) SEAL PHASE I. NOW THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or In the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amountfor which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 26TH day of MARCH, A.D. 2012. KOCH-ARMSTRONG GENERAL ENGINEERING, INC. (Principal) By: GREAT AMERICAN INSURANCE COMPANY By: LJ Tara Bacon, Attorney-li l State of California County of San Diego On March 26, 2012 before me, Jamie Tofflemire, .Notary Public, personally appeared Tara Bacon, who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that she executed the some in her authorized capacity, and that by her signature on the Instrument the person, or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature ,;,'- I" I/ r 9 JAMIE TOFFLEMIRE ' COMM. #1925947 ttryr� -NOTARY PUBLIC-CALIFORNIAH V «gp SAN DIEGO COUNTY 0 My 00MMIBeIon Expires FEBRUARY IS 2015 (Seal) GREAT ANWRICAN INSURANCE COMPANY® Administrative Office: 301 E 4TH STREET • CINCINNATI, OHIO 45202 • 513.369.5000 • FAX 513-723-2740 The number ofpersons authorized by this power of attorney is not more than FOUR No.014346 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the GREAT AMERICAN INSURANCE COMPANY, a corporation organized and existing under andbyvirtue of the laws of the. Slate of Ohio, does hereby nominate, constitute and appoint the person or persons named below, each. individually if more than me is named, its true and lawful a tomey-in-fact, far it and. in its name, place and stead to execute on behalf of the said Company, as surety, any and all bonds, undertakings and contracts of suretyship, or other written obligations in the nature thereof; provided that the liability of the said Company on any such bond,. undertaking or contract of suretyship executed under this authority shall not exceed the limit stated below. Name Address Limit of Power DALE G. HARSHAW ALL OF ALL GEOFFREY SHELTON SAN DIEGO, . $75,000,000.00 TARA BACON CALIFORNIA KYLE KING This Power of Attorney revokes all previous powers issued in behalf of the ahomey(s)-in-feet named above. IN WITNESS WHEREOF the GRBAT AMERICAN INSURANCE COMPANY has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this 28" day of, JULY, 2011. Attest r➢.. �,Y' 6 ayryWa'ni�AWR.n4.. GREAT AMERICAN INSURANCE COMPANY "re iN Wr'jliY�^�Ft {4y0 G,a 9�e'W"�� cTATB OF OHIO, COUNTY OF HAMILTON - ss: DAVID C. grrctm+(su-tl2asea) On this 28�s day of JULY, 2011, before me personally appeared DAV ID Cr KITCHIN, to me known, being duly swom, deposes and says that he resides in ` Ancinnati, Ohio, that he is a Divisional Senior Vice President of the Bond Division of Great American Insurance Company, the Company described in and which executed the above instrument; that he knows the seal of the said Company; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by authority of his office under the By -Laws of said Company, and that he signed his name thereto by like authority. p KAREN L. GROSHEIM c NOTARY PUBLIC, STATE OF OHIO i�@ MY COMMISSION EXPIRES 02.20.16 This Power of Attorney is granted by authority of the following resolutions adopted by the Board of Directors of Great American,lnsurance Company by unanimous written consent dated June 9, 2008.. _ RESOLVED: net the Divisional President, the several Divisional Senior Vice Presidents, Divisional Vice Presidents and Divisional Assistant Vice Presidents, or any one of them, be and hereby is authorized, from time to time, to appoint one or more Attorneys -in -Fact to execute on heha[f of the Company, as surety, any and all bonds, undertakings and contracts of suretyship, or other written obligations In the nature thereof, to prescribe their respective duties and the respective limits of their authority; and to revoke any such appointment at any time. RESOLVED FURTHER; That the Company seal and the signature of any of the aforesaid officers and any Secretary or Assistant Secretary of the Company may be affixed by facsimile to any power of attorney or certificate t'either given for,the execution of any bond, undertaking, contract of suretyship, or other written obligation in the nature thereof, such signature and seal when so used being hereby adopted by the Company as the original signature ofmch officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though manually affixed. CERTUgCATION 1, STEPHENC. BERAHA, Assistant Secretary of Great American Insurance Company, do hereby certify that the foregoing. Power of Attorney and the Resolutions of the Board of Directors of June 9, 2009 have not been revoked and are now in full force and effect. Signed and sealed this 26th W rt V,, s S1029Y(10108) day of March , 2012 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California 1 County of SAN DIBM Jy On �Iltzorz- before me, SARA SQAMT, NOTARY PL=C Dale Here Insert Name antl I itto of the other personally appeared GIRT41T1PAFR ARN1SfR(XQl' Neme(s)af Slignsr(s) SAR A SCHMIDi COMMbafan 1104S161 Notary Public - Callianya Son OW" County Mv Comm. E a 1 who proved to me on the basis of satisfactory evidence to be the personO) whose name(R) isM subscribed to the within instrument and acknowledged to me that he/, IWtjfy executed the same in his/ authorized capacity(hs), and that by his/I signature(§0 on the instrument the person(] or the entity upon behalf of which the person) acf d, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signatures Place Notary Seal Above Slgnanse oI Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(fes) Claimed by Signer(s) Signer's Name: ❑ Individual ❑ Corporate Officer—Title(s): — ❑ Partner — ❑Limited ❑General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other! Signer Is Representing: Number of Pages: Signer's Nar ❑ Individual ❑ Corporate Officer—Title(s): _ ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: RIGHTTHUR7BPRINT OF SIGNER 9. License and Signature The undersigned is licensed in accordance with California Business and Professions Code, License No. I CA49)I 0i Name of bidder: fin. - Signature of bidder: Title: Dated: *1 II, W-1� arinl I(,un2 NOTE: The complete and proper legal name of the bidder shall be set forth above. If the bidder is a corporation, two signatures are required, as follows: (1) the chairman of the board, the presoent, or any vice- president, and (2) the corporate s�etary, any assistant corporate secretary, the chief financial officer, or any assistant treasurer. If the bidder is a limited liability company, signatures are required of two members or managers unless otherwise provided in the company's articles of organization. If the bidder is a partnership, signatures are required of the partner or partners authorized to sign contracts on behalf of the partnership. C-% 10. Bidder's Qualifications The Bidder must have a minimum of five (5) years of experience as an ongoing business enterprise in the specific type of work indicated in the proposal. The following contracts which show experience in work of similar scope to that covered in the proposal and which have been satisfactorily completed in the past five (5) years are: YEAR NAME OF FIRM AND ENGINEER LOCATION CONTRACT AMOUNT 2oOq Cc l w aF� b nc� ee F C e Na#iaxo j¢ (,� a&5� oqo . coo 'j�u.i"4n•c�,t�T�rro'¢�— �+% -I�AnbuSst Zol 1 =-� C�vv�rt�'>W' - l r�krsPc,�an o•F' &off ln� Fk�.ur. �400 SrauDi�C�l�tacncU �tiveuu�,eDtySt�U1 I wtettiuut4 keHa�,1:: kih`ovt EI Cea4m 39 06.00 �an�t`t zip{�`� o� ll�m�s �4�4„a�3•m Mainlemamcc ri I dtP The Bidder, as a contractor, has never failed to satisfactorily complete an awarded contract, except as follows: I declare under penalty of perjury, under the laws of the State of California, that the foregoing is true and correct. Executed at EI % dR on this 1 t day of lh-ry 1 2012. J By: Name:�fVlilt1 9 V C'.E'..�reSiGQ.�Vtsl C-s 11. Contractor's Acknowledgement of Insurance Reouirements The Contractor acknowledges that the Insurance Schedule contained in section "E" has been ; reviewed, that a copy thereof has been submitted to an authorized insurance agent or broker, and that the proof of insurance required therein will be submitted within thirty (30) days after notification of the acceptance of the Contractor's bid.' The Contractor understands that the Contract will not be executed by the City until all proof of insurance have been received and approved as to form by the City Attorney; The Contractor agrees that failure to submit the required proof of insurance within said thirty (30) days shall constitute grounds at the City's discretion for awarding the Contract to the next lowest bidder and for forfeiting the Contractor's bid bond. Date: , t 2O12. Contractorgc"-AfVY*1-mr9&aLe :1 l�lrtP2itry� , Name: _CPtiri` Signature: Title: V ' C-9 D. CONTRACT THIS CONTRACT FOR, Citywide Rubberized Emulsion -Aggregate Slurry (REAS) Seal Phase I. Contract No. CS-0052 is made, entered into, and executed in triplicate in the City of Vernon, California, as of the day of 2012. BY AND BETWEEN AND CITY OF VERNON, a municipal corporation hereinafter referred to as "City" referred to as "Contractor". IN CONSIDERATION OF THE MUTUAL PROMISES, COVENANTS AND CONDITIONS HEREIN,SET FORTH, THE PARTIES DO HEREBY AGREE AS FOLLOWS: Article 1. GENERAL Section 1. Scope of Work The Contractor will furnish all labor, equipment and materials and will perform all work described in the Contract Documents attached hereto and hereby incorporated by reference. Section 2. Consideration The City shall pay the Contractor for.the performance of the work hereunder in accordance with the amounts set forth in Bid Form Proposal attached hereto and hereby incorporated by reference. Section 3. Payments (a) Monthly Progress Payments On or about the 25th day of each month, the Contractor shall submit to the City an application for its monthly progress payment. The application shall contain an estimate of the amount and value of all the work performed by the Contractor since the date of its last progress payment application. The City's Representative shall perform a quantity validation prior to approving the monthly progress payment. The City shall pay the Contractor, the amount of the approved monthly progress payment, less 5%n retention. The monthly progress payment may also be reduced by the following: (1) amounts due to the City for equipment, services or materials furnished by the City in connection with work done on the project; (2) amounts of any claims or liens, and (3) amounts required to be deducted by Federal, State or local governmental authorities. Payment shall be made within thirty (30) working days of City's approval of the Contractor's monthly progress payment application. No monthly payment shall be construed as acceptance of the work, or any portion thereof, nor shall such payment preclude the City from demanding and recovering from the Contractor such damages as may be sustained by reason of the Contractor's failure to fully perform under the Contract. (b) Final Progress Payment Upon satisfactory completion of the work described herein, the Contractor shall furnish the City with a complete and final accounting of all labor, materials, and other costs. The City shall pay the Contractor according to the payment terms set forth in Section 3(a). - D-1 - (c) Payment of the Retention Payment of the retention shall be made thirty-five (35) working days after the recordation of a Notice of Completion by the City or if a Notice of Completion is not recorded sixty-five (65) working days after acceptance of the completed project. The acceptance will be made only by an action of the City Council of the City. Acceptance of payment of the retention by the Contractor shall constitute a waiver of all claims against the City arising under this Contract. Section 4. Contract Documents The complete Contract includes the Contract Documents set forth herein, including: (1) Notice Inviting Sealed Proposal (Bids), (2) Information for Bidders, (3) Bid Form Proposal, (4) Contract, (5) Performance Bond, Labor and Material Bond, Proof of Insurance, Workers' Compensation Certificate, (6) the Special Provisions, (7) detailed Plans and Specifications, (8) Standard Specifications and Drawings, and (9) any addenda. Section 5. Compliance with Provisions of Law The Contractor shall comply with all applicable provisions of law whether Federal, State, or local relating to its performance under the Contract. Section 6. Costs and Attorney's Fees In any action or proceeding brought to enforce the provisions of this Contract, the court shall award reasonable costs and expenses, including reasonable attorney's fees, to the prevailing party. Section 7. Notices Any notice required or permitted hereunder shall be given by personal delivery or by first class mail, postage prepaid, To: Contractor To: City Clerk City of Vernon 4305 Santa Fe Avenue Vernon, CA 90058 Section 8. Conflict with Plans and Specifications Any conflict between the plans and specifications and this Contract shall be brought to the attention of the City's Representative for resolution. Section 9. Assignment The Contractor shall not assign the Contract or the payments due under the Contract. - D-2 - Section 10. Paragraph Headings The paragraph headings herein are for the convenience of the parties and shall not affect the interpretation of the Contract. Section 11. Authority of the City's Representative The City's Representative shall decide all questions which may arise regarding the quality and/or acceptability of materials furnished, the manner and/or acceptance of the Contractor's performance, the rate of progress, and the interpretation of the plans and specifications. Article 2. WAGES, HOURS and WORKING CONDITIONS Section 12. General Prevailing and Livable Wages The Contractor agrees that it, or any subcontractor working under it, will not pay less than the prevailing rates of wages to all workers employed in the execution of this Contract. The Contractor will post one copy of the established prevailing rates of wages at the job site. For each working day or portion thereof, and for each workman paid less than the stipulated prevailing rates for such work or craft in which the workman is employed or any work done hereunder by him, or by subcontractor under him, the Contractor shall forfeit as a penalty to the City the sum of $50.00. In addition employers shall pay qualifying employees a wage of no less than $10.30 per hour with health benefits, or $11.55 per hour without health benefits. Employers shall provide qualifying employees at least twelve compensated days off per year for sick leave, vacation, or personal necessity and an additional ten days a year of uncompensated time for sick leave. t There is hereby a prohibition on employer retaliation against employees complaining to the City with regard to the employer's compliance with the living wage ordinance. Employees may bring an action in . Superior Court against an employer for back pay, treble damages for willful violations, and attorney's fees, or to compel City officials to terminate the services contract of violating employers. Section 13. Hours of Work (a) The time of service of any worker employed on the Contract is limited to eight hours during a working day and forty hours during a calendar week. If an employee works in excess of the foregoing hours, the employee will be compensated at a rate of one and one-half times their basic rate of pay. (b) The Contractor shall keep and make available until ninety (90) working days after completion of this Contract.Agreemedt an accurate record showing the name of and actual hours worked each working day and each calendar week by each worker employed by him on the work hereunder. (c) The Contractor shall, as a penalty, forfeit to the City $50.00 for each worker employed on the work by the Contractor or by any subcontractor for each working day during which such worker is required or permitted to work more than eight hours a working day or forty hours in one calendar week. Section 14. Apprentices The Contractor is responsible for complying with the provisions of Labor Code Section 1777.5 dealing with the employment of apprentices on the job site. Section 15. Subcontractors (a) The Contractor shall comply with the provisions of the "Subletting and Subcontracting Fair Practices Act" contained in Public Contract Code Sections 4100, et seq. - D-3 - (b) The Contractor shall submit to the City the following information: (1) The name and location of the place of business of each subcontractor who will perform work or labor or render services to the Contractor hereunder, or a subcontractor licensed by the State of California, who, under subcontract to the Contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of one percent of the Contractor's total bid. (2) The portion of the work to be done by each subcontractor identified in Section 15(b)(1). (c) The Contractor shall list only one subcontractor for each portion of work as defined by the Contractor in its bid. Section 16. Discrimination The Contractor shall not refuse to employ or promote any person, shall not discriminate against any person with respect to compensation received or terms and conditions of employment, and shall not discipline or discharge any person in its employment because of the person's race, religion, creed, color; age, national origin, ancestry or sex. In addition, the Contractor shall not refuse to accept otherwise qualified employees as indentured apprentices solely on the grounds of race, religion, creed, color, national origin, ancestry or sex. Section 17. Safety The Contractor and all subcontractors shall comply with the provisions of the Safety and Health Regulations for Construction, promulgated by the U.S. Secretary of Labor under Section 107 of the "Contract Work Hours and Safety Standards Act", as set forth in Title 29, C.F.R. and by the State of California, Division of Industrial Safety. Section 18. Character of Workers Only competent workers, shall be employed to work on the Contract. Any person employed, who is found to be incompetent, intemperate, troublesome, disorderly or otherwise objectionable, or who fails or refuses to perform his. work properly and acceptably, shall be immediately removed from the work by the Contractor and shall not be re -hired to perform work on the contract. Article 3. INSURANCE, INDEMNIFICATION and BONDS ✓ . Section 19. Insurance The Contractor shall provide the City with proof of insurance naming the City, its consultants and each of its directors, officers, agents, and employees as additional -named insureds on a policy or policies of insurance providing and maintaining the coverages set forth in the Insurance Schedule contained herein. Said coverage is not required for the active negligence of the City to the extent that indemnification for the City',s active negligence. would be invalid under Section 2782(b) of the California Civil Code. The proof of insurance shall also provide that said policy or policies are not to be canceled or materially reduced without. giving the City at least 30 days written notice. Section 20. Indemnification The Contractor, shall indemnify, protect, defend, and hold harmless the City, its consultants and each of its directors, officers, agents, and employees from and against any and all claims, demands, losses, damages, liabilities, fines, charges, penalties, orders, judgments, and all costs and expenses incurred in connection therewith, including reasonable attorneys' fees and costs of defense arising, directly or indirectly, D-4 - in whole or in part, out of the services performed under this Contract, except to the extent arising from or caused by the sole active negligence or willful misconduct of the City, its officers, agents, or employees. Section 21. Workers' Compensation The Contractor shall secure payment of compensation to Contractor's employees pursuant to Labor Code Section 3700, and shall obtain employers' liability insurance as set forth in the Insurance Schedule. Prior to commencing work hereunder, the Contractor shall submit to the City the Workers' Compensation Certificate or an executed certificate of workers' compensation insurance as provided herein. Such insurance shall includea waiver of subrogation endorsement naming the City, and its consultants, and each of its directors, officers, agents, and employees. Section 22. Labor and Material Bond The Contractor shall execute and deliver to the City for its approval and acceptance a Labor and Material Bond in an amount equal to the total amount payable under the terms of this Contract. Said bond shall be payable by surety or sureties to the City in the event the Contractor fails to pay its subcontractors for labor and material used in this project. Said bond shall be in substantially the same form as that attached hereto. The surety will be one that the City finds acceptable. Section 23. Performance Bond The Contractor shall execute and deliver to the city for its approval and acceptance a Performance Bond in an amount equal to the total amount payable under the terms of this Contract. Said bond shall be payable by surety or sureties to the City in the event the Contractor fails to fully perform under this Contract. Said bond shall be in substantially the same form as that attached hereto. The surety will be one that the City finds acceptable. Article 4. PERFORMANCE Section 24. Time for Completion The work shall be completed in the number of working days specified in the Bid Porm Proposal. Section 25. Force Maieure Neither Party shall be considered to be in default in any of its obligations under this Agreement when a failure of performance shall be due to an uncontrollable force. The term "uncontrollable force" shall mean any cause beyond the control of the party affected, including, but not restricted to, flood, earthquake, storm, fire, lightening, epidemic, war, riot, civil disturbance or disobedience, sabotage, or embargoes of the United States Government or any other government, which -by exercise of due diligence such party could not reasonably have been expected to avoid and by exercise of due diligence has been unable to overcome. Either party rendered unable to fulfill any of its obligations under this Agreement by reason of an uncontrollable force, shall give written notice within five (5) business days of such fact to the other party and shall exercise due diligence to remove such inability with all reasonable dispatch. Section 26. Utility Relocation Section 26 is not applicable to this project. Section 27. Public Convenience (a) The Contractor's operation shall not unnecessarily cause any public inconvenience. The access rights of the public shall be considered at all times. Unless otherwise authorized, traffic shall be permitted to pass through the work or an approved detour shall be provided. Safe, adequate, continuous and unobstructed pedestrian and vehicular access shall be maintained to fire hydrants, water valves, - D-5 residences, commercial and industrial establishments, churches, school's, parking lots, service stations, motels, fire and police stations, and hospitals, unless other arrangements are made satisfactory to owners thereof (b) Vehicular access to residential ckivewa s shall be maintained to the property line except when necessary construction precludes such access for reasonable periods of time. (c) Grading operations, roadway excavation and embankment construction shall be conducted by the Contractor in a manner to provide a reasonably satisfactory surface for traffic. When rough grading is completed the roadbed surface shall be brought to a smooth, even condition satisfactory for traffic. (d) The Contractor shall comply with all applicable State, County and City requirements for the closure of streets. The Contractor shall provide barriers, guards, lights, signs, temporary bridges, flagmen and watchmen advising the public of detours and construction hazards. The Contractor shall also be responsible for compliance with additional public safety requirements that may arise during construction. The Contractor shall furnish and install and, upon completion of the work, promptly remove all signs and warning devices. (e) At least 48 hours in advance of closing or partial.closing or of reopening any street, alley, or other public thoroughfare, the Contractor shall notify the police, fire, public transportation (MTA); traffic and engineering departments of the City and any other jurisdictional agencies involved and shall comply with their requirements. Section 28. Excavations (a) Excavation Safety During the excavation of trenches five (5) feet or more. in depth, the Contractor shall submit to the City, for its approval, a detailed plan showing the design of shoring, bracing, sloping, and other provisions to be made for worker protection from the hazard of caving ground. Said plan shall be at least as effective as that required by the Construction Safety Orders of the California Division of Industrial Safety. If the Contractor's plan varies from the shoring system standards established by said Safety Orders, the plan shall be prepared by a registered civil or structural engineer. (b) Closure At the close of each working day, the Contractor shall cover completely all open excavations in the public right-of-way with steel plates in accordance with normal practice in the industry and the rules, regulations, laws and ordinances of the State of California, the County of Los Angeles, and the City of Vernon, and the Special Provisions -Temporary Cold Mix Asphalt Concrete. Section 29. Extra Work (a) The City may require changes in, additions to, or deductions from the work to be performed or to the materials to be furnished hereunder. No extra work shall be performed or change or addition made without a written order from the City. The written order shall state that the extra work, change or addition is authorized by the City, identify, the work that is to be done and method to be used to accomplish the work, and set forth the basis upon which payment is to be made Nothing in this article shall excuse the Contractor from proceeding with the prosecution of the work so changed. The Contractor shall, when required by the City, furnish an itemized breakdown of the quantities and prices used in computing the amount of any change or addition that might be ordered. The adjustment, if any, in the amount to be paid to the Contractor by reason of any such change, addition or deduction shall be determined by one of the following methods: (1) A lump sum proposal from the Contractor. - D-6 - (2) By applying the unit prices contained in the Contractor's bid incorporated in the Contract documents or fixed by agreement between the City and the Contractor. (3) By proceeding with the work and furnishing daily reports of extra work by the close of the next working day. Failure to submit the daily report in a timely manner may waive the Contractor's right to compensation for that day. An attempt shall be made to reconcile the report daily, and it shall be signed by the City's Engineer or his designee. The daily report shall itemize the costs for labor, materials, and equipment rental. Reported labor costs shall include the names and classifications of the workers, the hours worked, and the rates of pay. Reported equipment costs shall include the type of equipment used, the identification number, the hours of operation, and hourly rate. All records and reports shall be made immediately available to the City's Representative. (b) Markup This section shall modify and replace "Section 3-3.2.3, Markup" of the Standard Specifications for Public Works Construction. (1) Work by Contractor. The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profits: a) Labor ......................20% b) Materials ......................15% c) Equipment Rental .....................15% d) Other Items and Expenditures ............15% To the sum of the costs and markups provided for in this subsection, I percent shall be added as compensation, for bonding. (2) Work by Subcontractor. When all or any part of the extra work is performed by a Subcontractor, the markup established in (1) shall be applied to the Subcontractor's actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted .portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the contractor. Section 30. Clean Up Upon completion of the work, the Contractor shall remove all debris and surplus materials from the work site. Section 31. ' Materials (a) New Materials. and Equipment Unless otherwise specified, shown, or permitted by the City all material and equipment incorporated in the work shall be new and of current manufacture. The City may request that the Contractor furnish manufacturer's certificates indicating the quality of the material. No material shall be installed until . approved by the City's Representative. (b) Inspection of Materials All material furnished hereunder shall be subject to inspection and testing by the City's authorized agents at the City's expense. In the event that such inspection and testing reveals material that does not comply with the Contract documents, the Contractor shall bear the cost of necessary corrective measures as well as the cost of subsequent inspection and testing. - D-7 - (c) Defective Etluip.ment or Materials The inspection under Section 31(b) shall not relieve the Contractor of any of its obligations under the Contract. Even though equipment or material required to be provided has been inspected, accepted, and included in a monthly pay application, the Contractor shall, at Contractor's expense, replace or repair any such equipment or material found to be defective or otherwise non -compliant with the Contract documents up through the guarantee period in Section 42. (d) Storage of Materials All material for use in the work shall be stored by the Contractor in such a manner as to prevent damage from exposure to the elements, from admixture of foreign materials or from any other cause. The Contractor shall be solely responsible for damage or loss of materials caused by exposure, weather or other causes. Section 32. Permits and Licenses (a) The Contractor shall apply for and procure all permits and licenses necessary for the work except: Encroachment e hjts from Cityof Vernon. (b) The Contractor shall provide all notices necessary and incidental to the lawful prosecution of the work and shall comply with the terms and conditions of all permits and licenses. (c) The Contractor shall pay all charges and fees in connection • with all permits and licenses except those required by the following:; . Section V. Land. and PAghts of Way (a) The City shall provide, or arrange for the provision of, the land and rights of way upon which the work is to be constructed. (b) The Contractor shall procure any additional rights of way desired by the Contractor to facilitate construction of the work. The Contractor shall enter into written agreements with property owners for such purposes and shall provide the City with copies of'such agreements. (c) Except as provided in Section 26, when the work described in the Contract Documents is to be performed in the vicinity of existing improvements, said improvements shall not be disturbed or damaged. However, the Contractor may remove or relocate improvements in the land and rights of way provided by the City pursuant to Section 33(a). Section 34. Plans and Drawings (a) The approved plans may be supplemented by working drawings as are necessary to monitor the work. All drawings shall be consistent with the Contract Documents. All such drawings delivered to the Contractor shall be deemed written instructions to the Contractor. (b) The City will furnish the Contractor with copies of all drawings and specifications reasonably necessary for the execution of the work, at no charge. The Contractor shall keep one set of drawings and specifications in good order at the job site and make them available to the City's - D-8 - Representative and to the Contractor's Representatives. (c) The drawings and/or plans will show conditions as the City believes them to exist; but it is not intended or to be inferred that the conditions as shown thereon constitute a representation by the City that such conditions are existent. The City shall not be liable for any loss sustained by the Contractor as a result of any variance of the conditions as shown on the drawings and/or plans and the actual conditions revealed during the progress of the work, or otherwise. Section 35. Shop Drawings Submitted by the Contractor Section 35 is not applicable to this project. Section 36. Supervision by the Contractor The Contractor shall have a designated representative or alternative representative present at the worksite whenever work is in progress. The' onUactor's designated representative or alternate ""--- representative shall have authority to act for the Contractor. Before starting the work, the Contractor shall inform the City, in writing, of the name of its designated representative. An alternate representative may also be designated. Any communication between the City and the Contractor's Representative shall be deemed as a communication to the Contractor. If the Contractor fails to have a designated representative present at the worksite, the City's Representative may give necessary direction or instruction to the superintendent or foreman having charge of the specific work to which the direction or instruction applies. The superintendent or foreman shall comply with the direction or instruction promptly and shall relay the City's communication to the Contractor or its designated representative. Section 37. Inspection of Work (a) The City shall have access to the worksite at all times to review and/or inspect the progress of the work, the workmanship and the material being used. (b) Whenever the Contractor changes its hours of operation, notice shall be approved by the City's Representative one week prior to institution of the change. Any work done in the absence of the City's Representative may be subject to rejection, at the City's discretion. (c) All excavations that are to be backfilled shall be inspected and approved by the City's Representative prior to backfilling. The Contractor shall give the City's Representative advanced notice of the backftlling. (d) Inspection of the work by the City's Representative shall not relieve the Contractor of the obligation to fulfill the Contract. Defective work shall be corrected, notwithstanding the fact that.the City's Representative may have previously accepted the defective work. Section.38. Correction of Defective and/or Unauthorized Work (a) All work that has been rejected shall be corrected, or removed and replaced by the Contractor, at the City's direction. Any remedial work will be done in a manner acceptable to the City. The Contractor shall pay the remediation and/or removal and replacement costs. The Contractor must obtain written authorization to perform extra or unauthorized work prior to undertaking such work. The Contractor will not be compensated for any unauthorized work. hi addition, the City may order the Contractor to remove, at the Contractor's expense, any extra or unauthorized work. (b) The Contractor must comply promptly with any order made by the City under the provisions of this article. If the Contractor fails to comply with the City's orders, the City may in its discretion cause defective work to be corrected by its own forces or by another contractor. The amount that the City paid to correct the defective work will be deducted from any monies due or to become due to the Contractor. D_g - Section 39. Errors or Discrepancies Noted by the Contractor (a) If the Contractor, either before commencing work or in the course of the work, finds any discrepancy between the contract, especially the plans, and specifications, or between any of them and the physicalconditions at the worksite, or finds any error or omission in any of the plans, and specifications, or in any survey, the Contractor shall, promptly notify the City in writing of such discrepancy, error, or omission. If the Contractor observes that any plans, specifications, or drawings are at variance with any applicable law, ordinance, regulation, order or decree, Contractor shall promptly notify the City in writing of such deviation or conflict. (b) The City, upon receipt of such notice, shall promptly investigate the circumstances and give appropriate instruction to the Contractor consistent with Section 29. Until such instruction is given by the City Engineer, any work done by the Contractor, either directly or indirectly after its discovery of such error, discrepancy, omission, deviation or conflict, will be at the Contractor's own risk. The Contractor shall bear all costs arising from any work that incorporates such error, discrepancy, omission, deviation or conflict. Section 40. Equipment The Contractor shall furnish equipment and facilities to perform the work to the industry standard in accordance with the plans and specifications. Such equipment and facilities must be in a good state of repair, be maintained in such state during the progress of the work, and shall meet all requirements of applicable ordinances and laws. No worn or obsolete equipment shall be used, and in no case shall the manufacturer's rating of capacity for any equipment be exceeded. Article 5. MISCELLANEOUS Section 41. Damages for Delav (a) The Contractor acknowledges the City's desire that the project be completed on or before the date specified in the Contract. The Contractor also acknowledges that if its work is not completed on or before said date, the City will incur substantial damages that cannot be ascertained at this time. Accordingly, the Contractor shall pay to the City any and all damages caused by the Contractor's delay in completing the work under the Contract. (b) If the work is not completed in accordance with the foregoing, it is mutually agreed that the City will suffer damage, that it will be impractical and unfeasible to determine the amount of actual damage. Therefore, the Contractor will pay the City, as fixed and liquidated damages and not as a penalty, the sum of $1,500.00, for each.and every working day of delay, and that the Contractor and its Surety will be liable for the amount thereof. The Contractor, however, will not be charged liquidated damages because of any delays in the completion of the work due to Force Majeure or acts of the City, acts of another Contractor in the performance of a Contract with the City, and without the fault or negligence of the Contractor. (c) The Contractor shall within ten (10) days from the beginning of any such delay (unless the City grants a further period of time prior to the date of final settlement of the Contract) notify the City in writing of the cause of delay. Upon notification of a delay, the City shall ascertain the facts and extent of the delay and extend the time for completing the work if in its sole discretion its findings justify such an extension. The City's findings shall be final and conclusive on the parties hereto. (d) The City shall have the right to extend the time for completion if it determines such extension to be in the City's best interest. If the City extends the time limit for completing the work by way of a change order at the request of the Contractor, and for other than Force Majeure, it is understood and agreed that such time extension will increase the City's expenses. These expenses include, but are not limited to, the costs associated with engineering, inspection, supervision, incidental and overhead expenses that are directly chargeable to the Contract and that accrue during the period of extension. Therefore, the Contractor ackn wledges that the City shall be reimbursed for its expenses before the final payment of the ten percent (V, 16) retention ismade. 56I0 D-10 - Section 42. Guarantee The Contractor guarantees all work against defective workmanship, and the materials furnished, for a period of one year from the date the City accepts the work in accordance with Section 3(c). The Contractor shall repair and replace any and all such defective work, together with any other work which may be displaced in so doing, at no cost to the City. The Contractor is not responsible for the repair or replacement of material damaged through ordinary wear and tear, usual abuse, or neglect. The City may proceed to repair or replace defective work and/or material if the Contractor fails to do so within a week after Contractor's receipt of written notice from the City. The Contractor agrees to pay the costs and charges the City incurs in repairing and replacing defective work and/or material upon demand. Section 43. Risk of Loss Prior to Final Acceptance Except as set forth hereinabove relating to Force Majeure, all risk of loss resulting from total or partial destruction of the work, or any part thereof, or any damage thereto, prior to final acceptance of the work by City, shall be bome by the Contractor regardless of the cause. The Contractor, at its sole cost, shall repair or replace such damaged or destroyed work to its prior undamaged condition before being entitled to additional progress payments, the final progress payment or payment of the retention. Such total or partial destruction or damage shall not excuse the Contractor from completion of the work in accordance with the provisions of this Contract. Section 44. Termination (a) Termination GContractor's Default) (1) The Contractor will be in default if it does any of the following: (a) declares bankruptcy, becomes insolvent, or assigns its assets for the benefit of its creditors; (b) disregards or violates a material provision of the Contract or the City's instructions; (c) fails to prosecute the work according to the approved construction schedule; (d) fails to provide a qualified superintendent, representative, competent workers, or subcontractors; and/or (e) fails to provide materials or equipment that meets the requirements of the plans, specifications, and drawings. The City, will notify the Contractor in writing of such default. Upon receipt of written notice of default, the Contractor shall, at Contractor's expense, preserve, at the project site, all construction materials and equipment, and shall undertake immediate steps to remedy such default. (2) If the Contractor fails to remedy such default within ten (10) working days after receipt of written notice of default, the City may, at its option, terminate the right to proceed with the work to which default has occurred or may terminate the Contract. Written notice will be provided to the Contractor, but not to the Contractor's sureties. Upon receipt of such written notice, the Contractor shall at its expense and for the work affected by any such termination: (i) assist the City in making an inventory of all material and equipment located at the site, enroute to the site, in storage or manufacture away from the site, and/or on order from suppliers; (ii) assign subcontracts, material and equipment supplier contracts, and equipment rental agreements to the City, as designated by the City; and (iii) remove from the site all construction material and equipment listed in said inventory other than the material and equipment which are to be used by the Cityin completing the Contract. (3) The City shall have the right to complete the work to which the termination applies. The Contractor agrees that the City shall have the right, for such purpose and for as long as necessary, to designate in writing, take possession of and use any or all of the material, plant, tools, equipment, supplies and property furnished by the Contractor. - D-11 (4) The cost of completing such work, together with reasonable costs for administering any contract for completion, will be charged to the Contractor. The City will deduct these costs from the sum due or the sum that may become due to the Contractor. If these costs exceed the sum which would have been payable under the Contract, then the Contractor and/or its sureties shall be liable for and, upon written notice from the City, shall promptly pay the excess amount to the City. The City shall not be required to retain the bidder with the lowest estimate for completion of the work. The City may make any expenditure that, in its sole judgment, best accomplish the completion of the project. If such costs are less than the balance that would have been due, the Contractor shall have no claim to the difference. The City may, however, decide to reimburse the Contractor or the Contractor's sureties for costs incurred for materials, tools, equipment, property, and labor which were used in performing the work and of which the City shall have received the benefit. In computing the costs, as it relates to equipment owned by the Contractor, the salvage value at completion of the work shall be deducted from the depreciated, value at the time, the Contract was terminated. (b) Oi)tional Termination of Contract bV City'7Contractor Not at Fault) City may terminate the Contract upon ten (10) days written notice to the Contractor, if it is found that reasons beyond the control -of either the City or the Contractor make it impossible or against the City's interests to complete the work. In such a case, the Contractor shall have no claims against the City except for (1) the cost of.the work performed up to the date the Contract is terminated, and (2) for the cost of materials and equipment at the site, in transit, or on definite commitment, as of the date the Contract is terminated, provided that such materials and equipment would be needed in the work and meet the requirements of the "specifications. The cost of the work performed and the cost of materials and equipment, as mentioned above, shall be determined by the City in accordance with the procedure prescribed for making of a final progress payment as described in Section 3. Section 45. Standard Specifications The "Standard Specifications for Public Works Construction" (SSPWC) 2009Edition, 2010,and 2011 Cumulative Supplement, published by Building News, Inc. is hereby incorporated by this reference and mane a part hereof as though fully set forth at length. hi the event, however, that said Standard Specifications are inconsistent with the terms of this Contract, including the Special Provisions attached hereto, and then this Contract and the Special Provisions shall be deemed controlling. - D-12 - 0 IN WITNESS WHEREOF the parties hereto have executed this Contract or caused it to be executed as of the day, month and year first above written. ATTEST: Willard Yamaguchi, City Clerk APPROVED AS TO FORM: By Willard Yamaguchi, Interim City Attorney CITY OF VERNON im CONTRACTOR Name Signature Title Name Signature Title Mayor NOTE: The complete and proper legal name of the Contractor shall be set forth above. If the Contractor is a corporation, two signatures are required, as follows: (1) the chairman of the board, the president, or any vice- president, and (2) the corporate secretary; any assistant corporate secretary, the chief financial officer, or any assistant treasurer. If the bidder is a limited liability company, signatures are required of two members or managers unless otherwise provided in the company's articles of organization. If the bidder is a partnership, signatures are required of the partner or partners authorized to sign contracts on behalf of the partnership. - D-13 - E. BOND FORMS AND INSURANCE REQUIREMENTS Contractor shall provide the City with a Workers' Compensation Certificate in a form substantially similar to that shown herein. Both the Performance Bond and the Labor and Material Bond shall be provided on the forms enclosed herewith. A Sample Letter of Credit is also enclosed as a guide for a bidder's security. Insurance coverage shall be provided in the types and amounts shown on the Insurance Schedule. A copy of the policy or a notarized letter from the. insurance underwriter or carrier verifying the coverage must be provided to the City in order to demonstrate proof of insurance. - E-1 - WORKERS' COMPENSATION CERTIFICATE The undersigned acknowledges that Section 3700 of the California Labor Code requires every employer to be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of that Labor Code. The undersigned agrees to comply with such provisions before commencing the performance of this Contract. CONTRACTOR Name Signature Title Name Signature l Title NOTE: The complete and proper legal name of the Contractor shall be set forth above. If the Contractor is a corporation, two signatures are required, as follows: (1) the chairman of the board, the president, or any vice- president, and (2) the corporate secretary, any assistant corporate secretary, thechief financial officer, or any assistant treasurer. If the Contractor is a limited liability company, signatures are required of two members or managers unless otherwise provided in the company's articles of organization. If the Contractor is a partnership, signatures are required of the partner or partners authorized to sign contracts on behalf of the partnership. Workers' Compensation Certificate - 1 - E_2 - PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the City Council of the CITY OF VERNON, a municipal corporation, by action on the day of 2012, has awarded hereinafter designated as the "Principal", Contract No. CS-0052 for Citywide Rubberized Emulsion-AserPgate Slurry (RFAS) Seal Phase I in Los Angeles County, California; and WHEREAS, said Principal is required under the terms of said Contract to furnish a bond for the faithful performance of said Contract; NOW, THEREFORE, we, the Principal and , as Surety, are held firmly bound unto the CITY OF VERNON hereinafter called the "Obligee;' in the penal sum of DOLLARS($ ) lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally and firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that if the above bounden Principal, his heirs, executors, administrators, successors or assigns shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions, and agreements in said Contract, and any alteration thereof made as therein provided, on his part to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the Obligee, its officers and agents, as therein stipulated, this obligation shall become null and void; otherwise it shall be and remain in full force and virtue. And the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the Contract, or to the work to be performed thereunder, or the specifications accompanying the same, shall in any way affect its obligation on this bond, and it does therebywaive notice of any such change, extension of time, alteration or addition to the terms of the Contract, or to the work or to the specifications, and said Surety agrees that in case suit is brought on this bond, Surety will pay City's reasonable attorney's fees to be fixed by the court. Performance Bond - 1 - E-3 - IN WITNESS WHEREOF, three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an original hereof, have been duly executed by the Principal and Surety above named, on the day of 2012. Name (Principal) (Attach Acknowledgment) By Name (Surety) By By APPROVED AS TO FORM: j Willard Yamaguchi, Interim City Attorney (Attomey,in-fact) Performance Bond - 2 E_q _ LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the City Council of the City of Vernon, a municipal corporation, by action on the day of 2012, has awarded to hereinafter designated as the "Principal," Contract No. CS-0052 for Cit ide Rubberized Emulsion -A a to Slurry AS Seal Phase I in Los Angeles County, California; and WHEREAS said Principal is required to furnish a bond in connection with said Contract providing that if said Principal or any of his subcontractors shall fail to pay for any materials, provisions, provender, or .other supplies, or teams used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Act, the Surety on this bond will pay the same to the extent hereinafter set forth. NOW, THEREFORE, we, the Principal and as Surety, are held and finely bound unto the CITY OF VERNON in the penal sum of DOLLARS ($ 1, lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, and successors; jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that if said Principal, his subcontractors, heirs, executors, administrators, successors, or assigns, shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon, for or about the performance of the work contracted to be. done, or for work or labor thereon of any kind, or fail to pay any of the persons named in California Civil Code Section 3181, or amounts due under the Unemployment Insurance Code with respect to work or labor performed by any such claimant, or for any amounts required to be deducted, withheld, and paid over to the Franchise Tax Board from the wages of employees of the Contractor and his subcontractors pursuant to Section 18663 of the Revenue and Taxation Code with respect to such work and labor, and all other applicable laws of the State of California and rules and regulations of its agencies, then said Surety will pay the same in or to an amount not exceeding the amount here4bove set forth, and also will pay,, in case suit is brought upon this bond, such 'reasonable attorneys' fees as shall be fixed by the court, pursuant to Section 3181 of the California Civil Code. This bond shall inure to the benefit of any of the persons named in Section 3181 of the California. Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this bond, and the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the Contract, or the work to be perforrhed.thereunder, or the specifications accompanying the same, shall in any way affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the Contract, or to. the work or to the specifications. Labor and Material Bond - 1 - E-5 - IN WITNESS WHEREOF, three (3) identical counterparts of this instrument each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and Surety above named on the _ day of 1 2012. Name (Principal) (Attach Acknowledgment) By Name (Surety) go By (Attomeyin-fact) APPROVED AS TO FORM: Willard Yamaguchi, Interim City Attorney Labor and Material Bond - 2 E-6 - INSURANCE SCHEDULE (CONTRACTOR) Contractor shall provide proof of insurance, including but not limited to, a standard certificate of insurance, in at least the following amounts and coverage (combined single limit permitted): Coverage and Limits Bodily Injury Property Damage Hazards Each Person Each Accident Each Accident Automobile Liability Owned Automobiles $ 500,000 $1,000,000 $ 500,000 Hired Automobiles $ 500,000 $1,000,000 $ 500,000 II. Liability General Liability Premises Operations Elevators (If Applicable) Independent Contractors Products -Completed Operations a. l3 $1,000,000 $1,000,000 $1,000,000 $1,000,000 $1,000,000 $2,000,000 $2,000,000 $2,000,000 $2,000,000 $1,000,000 $1,000,000 $1,000,000 $1,000,000 $1,000,000 The general liability policy shall contain the following special endorsements which shall be noted on or attached to the standard certificate of insurance: 1. An endorsement naming the City of Vernon, its officers, and employees as additional insureds under the policy. 2. An endorsement providing the City of Vernon thirty (30) days notice of cancellation or material reduction of coverage. 3. An endorsement providing coverage for all operations under this Agreement. 4. Such other endorsement as may be required by the City. In addition to the above, the Contractor shall provide such further proof of insurance documentation as the City deems necessary. DOCUMENTATION REQUIRED ` • Certificate of Insurance from contractor's insurance agent; • Copy of insurance policy Declaration Page for General and Umbrella Liability; • Actual copies of any Endorsement; • Additional Insured Endorsement naming City as Additional Insured, Form CG 2010-1185 required; • Contractor's insurance package to include Endorsement appropriate to the project being undertaken on the City's behalf; • Copy of Schedule of Forms and Endorsements - E-7 - Dated: PROOF OF INSURANCE APPROVAL AS TO FORM Proof of the following insurance coverage has been received and approved as to form: (1) Contractual Liability. (2) Automobile Liability. (3) Worker's Compensation. (4) Employer's Liability. (5) General Liability. (6) Umbrella Liability. Willard Yamaguchi, Interim City Attorney (BANK OR SAVINGS AND LOAN ASSOCIATION LETTERHEAD) Date: City of Vernon 4305 Santa Fe Avenue Vernon, CA 90058 Gentlemen: A IvI P L E IRREVOCABLE LETTER OF CREDIT Contract No. Please consider this letter as an Irrevocable Letter of Credit pledging that in the amount of $ is/are deposited and guaranteed to insure the Contractor's faithful performance under Contract No. in lieu of withholding any funds due the Contractor under progress payments. In compliance with Part 5 (commencing with Section 22300) of Division 2 of the California Public Contract Code, we agree that the funds or other securities designated by this instrument shall become trust funds for the purposes set forth in this instrument. This instrument shall terminate upon formal acceptance by the City Council of the City of Vernon of the work performed by the Contractor under. said Contract. Any claims under this Irrevocable Letter of Credit shall be presented in the following manner: The City's written statement, signed by the Director of Community Services, certifying that there has been loss, damage or liability resulting from the Contractor's duties and obligations. under Contract, or from negligence, act or omission of the Contractor, its agents, servants and employees (such statement to be substantiated by an attached detailed report) in the amount of the accompanying sight draft on us and that the amount of this draft is therefore now due and payable. The above statement will be all that is required to certify the amount set forth under this Irrevocable Letter of Credit, dated this date, is due and payable to tie City of Vemon pursuant.to the above -stated Contract No. (Name of Bank or Savings and Loan Association) By President By Secretary ALL SIGNATURES MUST BE NOTARIZED Attach proper jurats • Securities as listed in Section 16430 of the Government Code, or bank or savings and loan certificates of deposit. F. SPECIAL PROVISIONS I. GENERAL II. ASPHALT CONCRETE COLI III. RUBBERIZED EMULSION -A IV. RE -STRIPING V --- BADE -NAMES OR EQUALS I. STANDARD SPECIFICATIONS SPECIAL PROVISIONS AND REPLACEMENT SLURRY (REAS) SEAL, TYPE II For the purpose of this contract, the "G ENBOOIC" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( test Edition);. the Standard Plans for Public Works Construction (Latest Edition), and State of C ifomia, Department of Transportation Standard Plans and Standard Specifications (Latest Edition) hall apply. EXAMINATON OF THE SITE The bidders are required to exami a the site and judge for themselves the location, physical conditions, substructures, and surroundil of the proposed work. MOBILIZATION' The cost of all preparatory al, k and operations for the multiple movements of personnel, equipment, supplies, and incidentals o the various project sites must be included in the various bid items, and no extra compensationw Il be paid to the Contractor. *gHg I+?Fi tlN f R $i The traffic control on the street shall be in accordance with the Work Area Traffic Control Handbook (W.A.T.C.H) 2009 dition or the California Manual of Temporary Traffic Controls latest Edition. Traffic Control Work shall include all labor, materials, tools, equipment, transportation and incidentals necessary to mai tain and control all vehicular and pedestrian traffic through the construction site. The cost f furnishing and maintaining traffic control during the construction must be included in the various id items, and no extra compensation will be paid to Contractor. The Contractors ll be required to provide and maintain all necessary flagmen. The Contractor will provide al] neceT#y traffic control devices. It is mutually understood that traffic control is paramount in the successful application and f F-1- SPECIAL PROVISIONS ( cure of rubberized emulsion -aggregate slurry (REAS) seal, as herein described, and further that the contractor shall have full responsibility to provide adequate means to insure proper protection of the applied slurry seal. Adequate means shall be provided to protect the slurry seal from damage by traffic for a " n or until such time that the mixture has cured sufficiently so that the slurry seal will not adhere to and be picked up by the tires of vehicles. When necessary to provide vehicular or pedestrian crossing over and/or through the fresh slurry, the Contractor shall furnish and spread sufficient black sand to eliminate tracking or damage to the slurred mixture or to adjacent property. If sand is applied over fresh slurry for access, the Contractor shall post "Loose Gravel construction signs. Signs shall be posted from commencements of slurry until all sand has been cleaned from the roadway. The Contractor shall remove all sand by sweeping within 24 hours after opening the street to traffic. Should the Contractor fail to famish sufficient precautionary traffic control (flagmen) within one (1) hour after notification by the City, the City shall place the necessary items or personnel and the Contractor shall be billed for said items or personnel. PROHIBITED PARKING IN WORK AREA Contractor shall provide the City with 72 hours notice for parking restrictions that will be posted in the work area during construction. All traffic and parking signs are to be provided and posted by the Contractor. The cost of furnishing and maintaining signs, lights and warning devices during the construction project must be included in the various bid items, and no extra compensation will be paid to the Contractor. CONSTRUCTION SCHE15ULE At the pre -construction meeting, Contractor shall submit to the City, in writing, a construction schedule of the proposed work. The construction schedule shall show sequence of work, critical path and estimated time for completion of each work. The Contractor shall give 48 hours notice to the City Engineer prior to the start of the work. hi addition, the Contractor shall submit a detailed scheduleforecastingtwo weeks of work describing each day's work. This schedule shall be updated and submitted to the City every Monday during the construction period. CONSTRUCTION HOURS All deteriorated asphalt concrete pavement cold planning and replacement work shall occur on Saturday and/or Sunday between the hours of 7:00. aim,,, to 4:30 VIM, - F-2 - SPECIAL PROVISIONS All rubberized emulsion -aggregate slurry (REAS) seal work shall also occur on Saturday and/or Sunday between the hours of 7:00 a.m. to 4:30•prm. All re -striping work shall occur during nighttime between the hours of 10:00 p.m. to 4:00 a.m. Layout "Cat Track" shall be approved by the City before final re -striping. CONSTRUCTION ACTIVITIES COORDINATION The Contractor shall notify the City of Vernon Community Services & Water Department, Police Department, Fire Department, Utility Companies of the proposed work and coordinate all work under this contract with all Utilities and Public Agencies. MATERIAL SUBMITTALS The Contractor shall provide all .required submittals including, but not limited to shop drawings, materials and mix designs to the City upon reward of the contract for review and approval before the construction. The "Notice to Proceed" will not be issued to the Contractor until all the submittals have been reviewed and approved by the City. MATERIAL AND EQUIPMENT STORAGE AREAS The Contractor shall submit all proposed material and equipment storage and stock piling areas to the City for review and approval before the construction., )UIiLIC CONVENIENCE The Contractor shall conduct operations to minimize the obstruction of access and inconvenience to the public and the City of Vernon Fire Department. DUST CONTROL The Contractor shall abate dust nuisance by cleaning, sweeping and sprinkling water when requested by the City. The cost of furnishing and operating dust control during the construction project must be included in the various bid items, and no extra compensation will be paid to the Contractor. TEMPORARY WATER METER Contractor shall obtain a temporary water meter from the City of Vernon Water Department by placing a deposit of $600.00. Contractor shall pay for all water used. Contractor shall not relocate the service. The Contractor' shall call the City of Vernon Water- Department to relocate the service and will be charged WPM for each relocation. - F-3 - SPECIAL PROVISIONS PRIVATE OR PUBLIC PROPERTY DAMAGE Any damage to private or public property caused by the Contractor shall be repaired or replaced at no cost to the City. Repairs and replacements shall be at least equal to existing improvements and shall match in materials, finish and dimensions. CLEANING OF THE SITE DURING CONSTRUCTION During construction, all existing improvements adjacent to proposed slurry pavement shall be swept free from asphalt, soils, gravel, dirt or debris on a daily basis. The Contractor shall also make all necessary efforts to minimize the tracking of the fresh tack coat oil and loose asphalt aggregates on to existing improvements (sidewalks, driveways, curb and gutters, and private property). The Contractor will be responsible for such cleaning. .FINAL CLEANING OF CONSTRUCTION SITE AND RESTORATION The Contractor shall be responsible for cleaning and restoration of all damaged or tracking of tack coat oil or excessive slurry on existing improvements such as sidewalk, driveway, curb and gutter, and private property at no cost to the City. The Contractor shall remove all loose aggregates on slurry sealed street surfaces by !, sweeping the entire street seven days after opening the street to traffic. The cost of furnishing and operating such sweeping after the construction of the project must be included in the various bid . items, and no extra compensation will be paid to the Contractor. SANITARY FACILITIES;:... - The Contractor shall furnish and maintain sanitary facilities by the worksites for.the entire construction period. STORM WATER POLLUTION PREVENTION PLAN (SWPPP Prior to Contractor commencing work, a completed Storm Water Pollution Prevention Plan (SWPPP) shall be on file at the construction site to comply with the State General Construction Activity Storm Water Permit. The SWPPP shall be considered as part of these Special Provisions: As part of the permitting process, the Contractor shall administer a Storm Water Pollution Prevention Plan (SWPPP). Any additional work required for compliance with the requirements of the SWPPP shall be performed by the Contractor and full compensation for conforming to these Special Provisions shall"be considered as included in the various items of work involved and no additional compensation will be allowed therefore. No storm water quality problems are anticipated as a result of construction activity of this project. If problems develop, however, the Contractor shall comply with F_4 - SPECIAL PROVISIONS all the conditions contained within the SWPPP. SWPPP preparation guidelines are available at the State of California website: htti):Hwww.waterboards,ca;Gov/=rw�cb4/htmUprograms/stormwater/sw construction.htnil The SWPPP document shall include, at a minimum, all items in Section A of the State General Construction Activity Storm Water Permit. The SWPPP monitoring program and reporting requirements shall include, at a minimum, all items in Sections B and C of the State General Construction Activity Storm Water Permit. The Contractor shall submit SWPPP for review by the City. The Contractor shall not commence activity until theSWPPP have been reviewed. The Contractor is notified that the SWPPP must be amended from time to time during construction to reflect actual construction practices. The SWPPP document shall not be construed to be a waiver of the Contractor's obligation to review and understand the State General Construction Activity Storm Water Permit before submitting a bid. By submitting a bid, the Contractor acknowledges satisfaction as to the requirements of the State General Construction Activity Storm Water Permit., The Contractor is hereby notified that specific construction practices in the Standard Specifications, Section 7, "Responsibilities of the Contractor" are considered to be Best Management Practices. Applicable construction practices in the Standard Specifications shall be incorporated into the SWPPP. Payment for Storm Water Pollution Prevention Plan (SWPPP) shall be included in the various items of work involved, and shall include full compensation for preparing and administering the SWPPP, to conform to Contractor's actual construction practices, and no additional payment will be made therefore. UNIT PRICES All costs not covered by specific unit prices but required for a complete job in place, shall be included in the bid items most related to the work. II. ASPHALT CONCRETE COLD PLANNING AND REPLACEMENT_ ASPHALT-GONCRFTE`Mt1 T EMAL, Asphalt concrete replacement material for this project shall be CI BzP(6/WO per the Standard Specifications for Public Works Construction. The City shall paint limit of cold planning areas on the street pavements before construction begin, SPECIAL PROVISIONS The City Testing and Inspection program shall be for the purposes of quality assurance and acceptance and shall include, Batch Plant Inspection, Material Sampling and Laboratory Testing, and Field Testing. All tests and inspections will be contracted and paid for by the City. Any te: and inspection. results that do not meet the Standard Specifications for Public Works Construction and the following requirements will result in rejection of the asphalt concrete. (1) Fractured faces of crushed rock shall conform to Standard Specifications 200-1.2. (2) Recycled Asphalt Concrete shall not be allowed. (3) Minimum air void shall be 4% per Standard Specifications 203-.6.4.3. (4) The Contractor shall inform the City of the name and location of the asphalt plant that will furnish asphalt concrete to the job sites. The City will schedule plant inspection on paving days for quality control. The City will reject asphalt concrete load shipments from any other plants. The asphalt concrete pavement compaction after rolling shall also BLKO /0. The City shall test for the field density of the compacted asphalt concrete by using a properly calibrated nuclear asphalt -testing device. The Contractor shall notify the City 48 hours in advance when to schedule field_reli aion tests. Failed corilpaction test areas shall be immediately removed and reph etor's expense. UNIFORM THICKNESS COLD PLANNING_,„:w� Removal and disposal shall be made for deteriorated asphalt concrete pavement in designated 4" uniform thickness cold plane cutting areas from the attached list which will also be marked on the street pavements. Payment will be made per square foot of the cut areas. The asphalt pavement shall be cut by any acceptable method, which will produce the specified uniform thickness depth without gouging. The quantities of plane cuttings are approximate and may be increased or decreased at the option of the City. If a%y 'g .manhole c et fal Vu y • "4 ryq e °y' „ _. .°"_"i .a. .,.�v%� •'"-sti 'm.«'.a.werotirw 15R1�11rnG.�f+T3ess'�dM&Of 1C'bWarea,the to be .p ©tyacteti ©in any PCsos material"froentering., m ...�� ... „.�1,o pee TACK_COAT APPLICATION A tack coat of SS- Ih shall be applied at the rate of 0.10 gallons per square yard to all uniform cold plane areas. The cost of furnishing and applying tack coat SS-lhmust be included in - F-6 - 9 ?Rsrona t SPECIAL PROVISIONS the paving operation, and no extra compensation will be paid to the Contractor. The Contractor shall make all necessary efforts to minimize the tracking of the fresh oil on the existing improvements such as sidewalks, driveways, curb and gutters, private property, etc. Under no circumstance will the tack -coat truck spray the roadway more than 200 feet ahead of the paving machine. No trucks shall utilize existing driveways for turn around. All maneuvering shall take place on the streets. Contractor will be responsible for such cleaning and restoration. ASPHALT CONCRETE REPLACEMENT All uniform thickness cold -planed areas on the streets shall be repaved (immediately) within the same day with asphalt concrete Class B-PG 70-10 prior to reopening to traffic. These areas shall be free of moisture, cleaned of any loose materials, tacked and paved flush with the adjacent pavement. Asphalt concrete tickets will be collected and paid under, the corresponding bid item. . No traffic shall be allowed on paved surfaces for a minimum of two hours after paving unless approved by the City. Contractor shall remove all tracked asphalt materials from concrete surfaces. No asphalt trucks shall utilize existing driveways for turn around. dw III. RUBBERIZED EMULSION -AGGREGATE SLURRY (REAS). SEAL TYPE II GENERAL All work shall be in accordance with this specification and as approved by the Engineer. The completed rubberized emulsion -aggregate slurry (REAS) seal shall leave a homogenous mat, adhere firmly to the prepared surface, and have a skid resistant surface texture. All work shall be in accordance with the "Greenbook", Standard Specifications for Public Works Construction, latest edition, unless otherwise described herein. All work shall be done in a workman -like manner, within the prescribed time limits, and as directed by the engineer. As used throughout this specification, the term "Engineer" shall mean the Director of Community Services and Water or his, designated representative. LABQRATORY:EVALUATION AND REPORT Before work commences, the Contractor shall submit a signed original of a mix design covering the specific materials to be used on the project. This design must have been performed by a qualified, independent laboratory. Previous lab reports covering the exact materials to be used may be accepted provided they were made during the calendar year. Once the materials are approved, no substitution will be permitted unless first tested and approved by the laboratory preparing the mix design. - F-7 - L PROVISIONS 600-3 600-3.1 Description. This work shall consist of formulating a ix design, cleaning pavement surfaces, mixing and applying rubberized emulsion-aggregat slurry (REAS) seal surface treatment, and protecting the completed slurry seal until set. 600-3.2 Materials. Rubberized Emulsion -Aggregate Slurry REAS) shall consist of Rubberized Polymer Modified Emulsion (RPME) and aggregate. aterials for REAS s conform to the following, immediately prior to mixing. I 600-3.2.1 Rubberized Polymer Modified Emulsion, a RPME shall be aquick-set type of emulsion. RPME shall contain asphalt, crumb rubber, and, oly n modifiers. 600-3.2.2 Polymer Modifier. Polymer modifier sha be latex which is added at of two percent by weight of the RPME, / 600-3.2.3 Crumb Rubber. The material shall b, granulated scrap tire rubber -free from fabric wires and other contaminants. Rubber shall bed ' and free flowing. Calcium carbonate or talc may be added to a maximum of four percent by w fight of rubber to prevent rubber particles from sticking together. The rubber shall have a sped c gravity between 1.15 and 1.20, 100% of the rubberized material shall pass a 1.18mm (#16) s'' Ve, 95% shall pass a 900 ❑m (#20) sieve, and a maximum of 2 percent shall pass a number 75 ❑m # 200) sieve. The RPME shall contain between 66 g/L (0.55 lbs/gal.) and 78 g/L (0.65 lbs/gal.) crumb rubber. 600-3.2.4 Quality Requirements. following requirements: _ TA TESTS ON RUBBERi7F s shall certify that materials meet the 600-3.2.4(A) LYMER MODIFIED EMULSION Viscosity, 25' C (770 F), Brookfi Id, Model RVT #6 2,500 min. Spindle @ 10 RPM (Centipoise ' 20,000 max. Residue by Evaporation % (A TM D244) 50 min. Sieve Test % retained in #2 ,;screen (ASTM D244) 2.0 max. 1 Weight per Liter (Gallon) 1.0 kg/L (8.33 lbs/gal) min. 1.05 kg/L (8.75 lbs/gal) max. Penetration of Residue, 5° C (77° F), 100g, 5 sec. ASTM D5 20 min. - 40 max. Percent Residue Solu a in Trichloroethylene 75 min. ASTM D2042 ,. 1' Sieve test of original emulsion is 0.10 TABLE 600-3.2.4 (B) TEST SPECIAL PROVISIONS Total Solids (residue) ASTM D 1417 1 60% min. TABLE 600.3.2.4 (C) COMPOSITION OF REAS Residual RPME Pounds of Dry RPME % of Dry % of Dry kg of Dry Aggregate per AGGREGATE Aggregate Aggregate Aggregate per Gallon of TYPE weight weight L of RPME RPME Type lI-Slurry 28 -35 14 - 18 2,90 - 3.60 24 - 30 Aggregate 600-3.2.5 Aggregate. The aggregate shall consist of sound and durable natural or manufactured sand, crushed stone or crushed stone and rock dust, or a combination thereof, free of deleterious amounts of organic material, mica, and other substances not suitable for the purpose. Smooth -textured sand of less than 1.25 percent water absorption, as tested by ASTM C128, shall not exceed 50 percent of the total combined aggregate. Aggregate retained on the 300 Om sieve (No. 50) shall be 100 percent crushed. Thecombined aggregate shall meet the requirements of Table 203.5.2 (B) prior to any chemical additions. I .' The combined aggregate shall conform to the gradation shown in Table 600-3.2.5 (A) when tested in accordance with ASTM C136. TABLE 600-3.2.5 (A) SIEVE SIZE TYPE 11 -SLURRY AGGREGATE 9.5 mm (3/8") 100 4.75 mm (no.4) 90-100 2.36 mm (no.8) 65-90 1.18 nun (no.16) 45-70 600µ (no.30) 30-50 - F-9 - SPECIAL PROVISIONS 300µ 18-36 150µ 10-24 75µ 5-15 600-3.2.6 Water. All water used in making the slurry shall be potable and free from harmful soluble salts. 600-3.2.7 Additives. Additives up to 1.5 percent of the dry aggregate weight, as approved in the mix design, may be used in the slurry to modify viscosity, setting, and curing characteristics. Field adjustments to additives may be made only if approved by the Engineer. 600-3.2.8 Mix Design Submittal. Mix designs and calibration shall be per 203-5.4 and the following. Mix design results shall include any proposed additives. The completed slung shall have a minimum skid resistance of 40 when tested per California Test No. 342. The mix design shall include the weight per gallon (weight per liter) of REAS. The laboratory report will show the results of tests performed on the individual materials, comparing their values to those required by this specification. The report will provide the following information on the slung seal mixture: Slurry Seal Consistency Excess Asphalt West Stripping Test Compatibility .Quick Set Emulsion West Track Abrasion ISSA T106 ISSA T109 ISSA T114 ISSA T115 ISSA T102 ASTM D3910 2-3 cm 50-70 gms/sq ft Pass *Pass **Pass 75 gms/sq ft max * Mixing tests must pass at the maximum expected, air temperature ** Using job aggregates The laboratory shall further report the quantitative effects of moisture content on the unit weight of the aggregate (bulking effect). The laboratory report must clearly show the proportionsof aggregate, mineral filler (min and max), additive(s) (usage) and asphalt based"on the dry aggregate weight. 600-3.3 Slurry Mixing and Spreading Equipment.. The REAS shall be mixed either by a continuous flow mixer per 302-4.2.2 or a central mixing plant. A central mixing plant shall not:be: used for quick set REAS. If a central mixing plant is used, combining of the RPME and aggregate in the mixing tank shall be in the presence of the Engineer. The tank shall be calibrated in liters and gallons and equipped with load cells and a full sweep agitator capable of producing a homogeneous slurry mix. All storage tanks and delivery vehicles shall be equipped with an agitator. The REAS -F-10- 9 SPECIA��L�P'RROOV IONS shall be delivered to the slurry site and spread directly behind the truck with a meeh ical-type squeegee distributor, or the slurry may be pumped into smaller trucks equipped wi mechanical - type squeegee distributors. All spreading equipment shall contain fog/water syste 's per 302-4.3.2. The mixing tank shall not be used to batch more than one job at a time. Storage s for RPME and REAS shall not be used to supply more than one job at a time. The weight per allon (weight per liter) of REAS delivered to spreader box shall be within 0.92 lbs/gal (0.11 k ' ) of the mix design. 600-3.3.1 Field Mixing and Spreading Equipm/babratio Calibration shall conform with 203-5.4 and the following. Calibration shall be per Inal S Surfacing Association (ISSA). If the tests do not meet specification requirementnal ests shall be performed at the Contractor's expenseuntil an acceptable mix is obtained600-3.4Application of REAS. The application oshall conform to 302-4.3.2, except for the following conditions, and RPME application ratesd in Table 600-3.4(A). REAS shall not be applied when the atmospheric temperature is 50°F (10°C) or when the atmospheric temperature at 7 a.m. is 75°F (24°C) or overg to a forecast high of 100°F (39°C). T VotaLtim"fmixing,ina slung machine shceed 5 minutes TABIX YPERATE APPLICATION ; FEETz/GALLON OFRPME jGGREGATET 1 Slur egate 24 - 30 600-3.5 Field Sampling. 600-3.6 Publi shall conform.to,thes, shall conform to 302-4.33. Traffic Control. Public convenience traffic control �° 00-3.7 Measurement and Payment. The REAS seal shall be paid per square foo se on the appropt but! Hate application rate being met as set forth herein per liters(gallons) of ]s used. Measurement of RPME shall be the gallon (liter) computed by dividing the weight . t 'ned from Certified Weighmaster Certificates by Stlbl/PlN010O L). The Contractor shall o resent Weighmaster's Certificates for the amount of such material remaining unused at the mp tion of the work at no cost to the City. Payment will be determined by deducting the amour the sed material from the total amount of material delivered. , SPECIAL PROVISIONS The slurry seal shall be paid at the contract price per square foot of work completed and accepted by the City. The contract unit price paid for slurry seal will be considered full compensation for furnishing all material, labor for surface preparation, sweeping, protecting and cleaning all utilities and pavement markers, tools, equipment and incidentals and for doing all work involved in constructing the REAS slurry seal, complete in place, as specified in these special provisions. Payment reduction for noncompliance shall conform to 362-4.6.1 and 302-4.6.2. EQUIPMENT ' Prior to the award of the contract, the apparent successful bidder shall allow inspection, by City personnel, ofthe vehicles designated for the project. Those vehicles that pass inspection will have their I.D, numbers recorded and will be the only vehicles allowed to work on the project. Quality and safety of equipment will have a bearing on the award of the contract. All equipment, tools and machines used in the performance of this work shall be maintained in satisfactory working order at all times. MACHINE CALIBRATION, VERIFICATION AND APPLICATION RATE Weight Scales: , The Contractor shall provide a scale or appropriate weighing device at the project site or an alternate site approved by the City. The weighing device shall show the net weight of the aggregate bins on each slurry machine before the machine and product will be approved for applying slurry on the project. Calibration: Each slurry mixing unit to be used in performance of the work shall be calibrated in the presence of Engineer prior to construction. Previous calibration documentation covering the exact materials to be used maybe accepted provided they were made during the calendar year. The documentation shall include an individual calibration of each material at various settings, which can be related to the machine's metering device(s). No machine will be allowed to work on the project until the calibration has been completed and/or accepted. LIMITATIONS Weather: Slurry shall not be applied when the atmospheric temperature is less than 50°F (10°C). The mixture shall not be applied when weather conditions prolong opening to traffic beyond a reasonable time. Once work has started, the Contractor shall diligently perform the work to completion. -F-12- SPECIAL PROVISIONS NOTIFICATION,. POSTING AND SCHEDULE CHANGES Notification and Postine The City shall deliver "Notice to -Businesses and Residents" 7 days prior to the sealing of the street. The posting of "No Parking Tow Away" signs 48 hours prior to sealing, and their subsequent removal, will be performed by the Contractor. When these signs are removed by wind, vandals, or any other reason during the course of the slurry operation, the Contractor shall repost them at no cost to the City. At least ten (10) working days prior to commencing work, the Contractor shall submit his spreading schedule based on allowing businesses and residents ample on -street parking within an 800-w4m °foot distance from their customer access to businesses. IT IS SUGGESTED THAT THE FIRST DAY'S SPREADING SCHEDULE BE CURTAILED SOMEWHAT TO ALLOW FOR USUAL START-UP DELAYS, TEST STRIPS, ETC. Schedule Changes Requests for changes in the schedule shall be submitted by the Contractor to the City for approval at least 48 hours prior to the scheduled sealing of the streets affected. Failure to meet the notified schedule requires that the contractor shallimmediatelynotify the businesses and residents of the cancellation for the day's work and rescheduling of the affected area. The Contractor shall then resubmit Notice to Businesses and Residents 48 hours prior to sealing of the streets. RESPONSIBILITY The City will be responsible for the advance notification of businesses andsesiclents. 0 „mwo The Contractor will sweeD the streets to be sealed prior to applying slurry. The Contractor will place barricades, delineators, signs, flashers, and'traffic control devices. ,,p The Contractor will provide flagmen while Contractorslurryoperations are in progress. . The City of Vernon shall not be held responsible for the care or protection of any material or parts of the work prior to the Final Acceptance. The Contractor shall, at the direction of the Engineer, repair and reseal all areas of the streets which have not been sealed properly or completely at no cost to the City. ,PREPARATION OF THE EXISTING PAVEMENT SURFAC General: - F-13 - ,'Surface oil and_�rea�se shall be material annrove b,T `i e'fi�r�}fl�F Prior to applying REAS slurry, all vi cracks in the pavement and joints between Manholes, valve boxes, drop inlets and other service entr seal by a suitable method by the Contractor. The Engineer shall to sealing. Contractor shall furnish a power street sweeper sandblasting for paint removal; to clean the asphalt p when necessary, as deemed by the engineer, sweep ti aggregate after the slurry seal has set. The sweeper A broom, and three (3) yard minimum capacity hopper.' thoroughly before slurry sealing. The Engineer shall l Manholes, valve boxes, drop inlets and seal by a suitable method. The Engineer shall APPLICATION SPECIAL de"d'kilsonite• or an equivalent slurry seal. onadmw from lbe protected from the slurry the surface preparation prior operator to clean immediately after any wet tment the same day the street is sealed; and itreets showing raveling and/or loose slurry have a steel gutter.broom and a rear plastic water is used, cracks will be allowed to dry •ove the surface preparation prior to sealing. entrances will be protected from the slurry surface preparation prior to sealing. The surface should be pre -wetted by fo 'ng ahead of the slurry box when required by local conditions. Water used in pre -wetting the surface shall be applied such that the entire surface is damp with no apparent flowing water in front of the urry box, The rate ofapplication of the fog spray shall be adjusted during the day to suit temperatur , surface texture, hurAidity and dryness of the pavement surface. The slurry mixture shall be of the de red consistency upon leaving the mixer and no additional materials shall be added. A sufficient amo t of slurry shall be carried in all parts of the spreader at all times so that a complete coverage is ob hed. Overloading of the spreader shall be avoided. No lumping, balling or unmixed aggregate all be permitted. In placing slurry, the slurry machine shall move no faster than 150' a minute, or en chatter marks appear. No streaks, such as those a excess oversize develops, the job situation has been corrected. Where the co the color variation at the City. by oversized aggregate, will be left in the finished surface. If )e stopped until the Contractor proves to the Engineer that the not uniform in color,, the. street shall be treated to eliminate expense. The method of treatment shall be approved by -F-14- SPECIAL PROVISIONS REAS Slurry Crew: Each slurry crew shall be composed of a English-speaking coordinator at the project site at all times, a competent u`c -set mixinjz,. competent licensed driver, two (2) squeegee men, and sufficient laborers for any ian wort, cleanup, and traffic control. Joints: No excessive buildup, uncovered areas or unsightly appearance shall be permitted on longitudinal or transverse joints. An excessive overlap will not be permitted on longitudinal joints. The Contractor shall provide suitable width spreading equipment to produce a minimum number of longitudinal joints throughout the project. When possible, longitudinal.joints shall be placed on lane lines. Half passes and odd width passes will be used only in minimum amounts. If half passes are used, they shall not be the last pass of any paved area. Mix Stability: The slung mixture shall possess sufficient stability so that premature breaking of the slurry seal in the spreader box does not occur. The mixture shall be homogeneous during and following mixing and spreading, it shall be free of excess water or emulsion and free of segregation of the emulsion and aggregate fines from the coarser aggregate. Hand Work: Areas which cannot be reached with the slurry seal machines shall be surfaced using hand squeegees to provide complete and uniform slurry seal coverage. The area to be hand worked shall be lightly dampened prior to mix placement and the slurry worked immediately. Care shall be exercised to leave no unsightly appearance from handwork or to overwork the mix. The same type ' finish as applied by the spreader box shall be required. Handwork shall be completed during the. machine applying process. Lines: Care shall be taken to insure straight lines along gutters. No runoff on these areas will be permitted. Join lines at intersections will.be kept straight to provide a good appearance. Clean -In:' The Contractor is responsible for cleaning the REAS slurry and the tracking of the fresh oil on the existing improvements such as sidewalks, driveways, curb and gutters, private property, etc. The contractor shall also remove any debris associated with the work on a daily basis. The cost of furnishing labor- and material for such cleaning shall be included in the bid items, a SPECIAL PROVISIONS and no extra compensation will be paid to the contractor Raised Pavement. Markers and Reflectors: Most streets have pavement markers and reflectors, which will be protected and cle1,ker bythe Contractor. to original state by water and soap immediately behind slurry spreader box. backpack sprayer with sufficient volume and pressure to clean the wet slurry off pavement PO reflector without damaging surrounding slurry mixture shall be used. Utility Covers: Contractor shall protect and clean ail utility covers to original state. Any manhole cover, water valve cover, utility vault cover and/or drainage facility cover found to be inadequately protected and/or cleaned shall be cleaned by means such as sandblasting to remove all. REAS slurry material from the metal surface or it shall be replaced by the Contractor at its expense. QUALITY CONTROL Mix Desim, Refer to section 600-3 of the Standard Specifications. Materials: The Engineer may use the recorders and measuring facilities of the slurry seal unit to determine application rates, asphalt emulsion content, mineral filler and additive(s) content for an individual load. It is the responsibility of the Contractor to check stockpile moisture content and to set the machine accordingly to account for aggregate bulking. Non -Compliance: If any two successive tests fail on the stockpile material, the job shall be stopped: It is the responsibility of the contractor, at his own expense, to prove to the Engineer that the conditions have been corrected. If any two successive tests of the mix from the same machine fail, the use of the machine shall be suspended. It will be the responsibility of the contractor, at his own expense, to prove to Engineer that the problems have been corrected and that machine is working properly. GUARANTY The Contractor shali.guaranty the work against defective material of workmanship for a period of one year from the date of completion of the contract. -F-16- SPECIAL PROVISIONS When defective material and/or workmanship are discovered which require repairs to be made under this guaranty, all such work shall be done by the Contractor at his own expense within ten (10) days after written notice of such defects has been given to him by the City. Should the Contractor fail to repair such defective material or workmanship within ten (10) days thereafter, the City may cause the. necessary repairs to be made and charge the Contractor with the actual cost of all labor and materials required. In emergencies demanding immediate attention, the City shall have the right to repair the defect and charge the Contractor with the actual cost of all labor and material required. Any repair work performed as herein specified shall be done under the provisions of the original contract specifications. IV. RE -STRIPING GENERAL All traffic improvements shall conform to the 2006 edition of the State of California Department of Transportation (CALTRANS) Standard Plans/Traffic Manual, California Department of Transportation Standard Specifications for Construction of Local Streets and Roads and the City of Vernon Standard Plans. The Contractor shall layout (cat track) all striping. Once approved by the City, the striping of all the streets shall be installed with two coats of water based Pervo paint with beads or approved equal. The Contractor shall furnish the necessary control points for all existing striping and legend marking prior to removing them. Traffic striping shall be replaced upon the slurry sealed surface according to the plans. The Contractor shall be responsible for the completeness and accuracy of the layout and re -striping to the satisfaction of the City. The Contractor shall also install pavement legend according to the striping plans. All stripings shall conform to the latest edition of the Caltrans Standard Plan/Traffic Manual. shall be installed along side with painted striping on Fruitland qt Mr channelization plans. l The -City of Vernon shall provide (lend) City Standard Stencils for pavement legend markers with no cost to the contractor. MATERIAL The paint to be used on all work done under this contract shall be Pervo Paint Company, water -based traffic paint, 8010-208MAX white and 8010-20BMAX lead-free yellow, or approval equal. Paint shall be installed per manufacture's instructions and the Special Provisions. Thinner shall not be mixed with paint. Paint shall dry "tack free" within fifteen (15) minutes. -F-17- SPECIAL PROVISIONS Reflective glass beads shall be added to the paint. The cost of preparing layout,. furnishing control oints, all paints, beads, other material and equipment required to complete the job must be. inclu ed in the various bid items, and no extra compensation will be paid to the contractor. V. TRADE NAMES OR EQUALS If a Contractor submits a bid other than ecified in the specifications as equal, then the City and the Contractor shall follow the section "4- .6 Trade Names or Equals" of "Standard Specifications for Public Works Construction' (Green Book). -F-18- G. LIST OF 4"ASPHALT CONCRETE COLDPLANNING AND REPLACEMENT LOCATIONS ()-s U- 0 co O to LO N Wate. N O 00 O LO `O Q' d' N W a) U)� co ~ p O II N cr O .. O N 11 m Lp p � � + L f- O II V +o LO � w c In + + ` 0-) 0 0 co Lo coo r` LO rn m 00 111 n � Z c Z O O I� + cn o+ X Lo m H C , O O O . O. (L) IL + .. M Co CO C + o �' �' �, a � m U) cn o V LL LL'0 @ o ! ca 9, -� � W (6 N i7, c m o 0� o Q W p *' p U N N o — o a; LL U) a � Cl) �• m a a) M 0 M EO E E �p a Q UM) `a o a e +-• ,F N N 0O 0 a c s— N m It N w I— co fit Z ❑ Q N. Z W Z Q VI r Q m Z 0 Z z ° a � w v w 0 C7 J In U Z 0 z 0o�-� LL U W 0 0 W 7 w �0>o � LL w -' m a w w W U m Z Q J F-w0 Q Z 2 w I Q w �- N a a� Z 0 I w w w Ln I w U }I-0 J �m a 0 w 2 w z w I- J F 0 J Q H. 3 A m i 3 = ao 'E 3 mr 0 Z 1 °z�-----��� N ' DO❑ L 1 1 h � It L' / . ��'�.,pa€r lx� i LNil a 1 x.A tla'• � Y_ ❑ � Rse Rea. � i =.,p [] i� A D r Z ❑ ❑{ m ❑ < A i 0 0 A a 1 li} v 9 0. Z a 0 0 1; Z N m Ul N o� M. lh z iiifiietir+rrrrrrrrr iil �rirrfgr;e{rrfs Mil M il„� l i iEePfit��iildel%lit IdI ii f CeeCCeCCCCCCCCCCCCCC 'i J. NO DESCRIPTION SCURRY TYPE II (Square Feet) Proposed streets list 1 1st Street from 57th Street to Slauson Avenue 25,200 2 27th Street from West End to Santa Fe Avenue 11,590 3 27th Street from Santa Fe Avenue to East End 90,440 4 28th Street from Santa Fe Avenue to East End 41,551 5 45th Street from Pacific Bluff. to East End 56,000 6 46th Street from Pacific BIW. to Soto Street 61,956 7 48th Street from Alameda Street to Santa Fe Ave iia 97,890,; 8 49th Street from Santa Fe Ave. to Pacific BI• 53,000 9 50th Street from Seville Ave. to Soto Street 31,200 10 51st Street from Alameda St. to Santa Fe A 93,898 11 52nd Street from Santa Fe Ave, to Pacific BI 54,872 92 Hampton Avenue from 49th Street to Cham ers St. 33,152 13 Chambers Street from Hampton Avto P ItBlvd. 21,320 14 Anderson Street from 57th Street to 2nd treet 32,340 15 Malaba Street from 52nd St. to Fruitla Ave. 8,132 16 Seville Avenue from 37th Street to Fr tland Avenue. 122,100 17 City Yard Entrance from Vernon A to North End 10,824 . 18 Furlong place from Vernon Avenue `o North End 5,880 19 Minerva Street from 26th Street t North City Limit 8,240 20 FrUltlan anta F A 07,0 Total quantity estimate for REAS Seal, Type 11 = 983,655 K. L. CONTRACT SHEETSCHEDULE CONTRACT SHEET SCHEDULE SHEET NO. PLAN NO. DESCRIPTION 1 N/A PROJECT MAP 2 N/A 4" A. C. COLD PLANING AND REPLACEMENT LOCATIONS 3 N/A RUBBERIZED EMULSION -AGGREGATE SLURRY SEAL (REAS) LOCATIONS 4 T2707 50TH STREET FROM SEVILLE AVENUE TO SOTO STREET CHANNELIZATION 5 T2694 1ST STREET AND MINERVA STREET CHANNELIZATION 6 - 7 T2695 27TH STREET FROM WEST END TO EAST END CHANNELIZATION 8 T2696 28TH STREET FROM SANTA FE AVENUE TO EAST END CHANNELIZATION 9 T2712 45TH STREET FROM PACIFIC BLVD. TO EAST END CHANNELIZATION 10 T2697 46TH STREET FROM PACIFIC BLVD. TO SOTO STREET CHANNELIZATION 11 T2698 49TH STREET FROM SANTA FE AVENUE TO PACIFIC BLVD. CHANNELIZATION 12 -13 T2699 51ST STREET FROM ALAMEDA TO, SANTA FE AVENUE CHANNELIZATION 14 T2700 52ND STREET FROM SANTA FE AVENUE TO PACIFIC. BLVD, . CHANNELIZATION 15 T2701 ANDERSON STREET FROM 57TH STREET TO 2ND STREET CHANNELIZATION 16 -17 T2703 FRUITLAND AVENUE FROM SANTA FE TO, SOTO STREET CHANNELIZATION 18 T2702 CHAMBER.STREET AND HAMPTON AVENUE CHANNELIZATION 19 -21 T2705 SEVILLE AVENUE FROM 37TH ST. TO FRUITLAND AVE: CHANNELIZATION 22 -23 T2706 48TH STREET FROM ALAMEDA TO SANTA FE AVENUE CHANNELIZATION 24 T2704 MALABAR ST., FURLONG PLACE, AND CITY YARD ENTRANCE CHANNELIZATION M. STANDARD PLANS 40- cr ti •,....��:. CITY O'F VERNON CONSTRUCTION PROJECT A PROJECT NAME 4 �o�. SCHEDULED TO BEGIN DATE A.M. TO P.M. 1 EXPECT .TRAFFIC DELAYS IN 1 1 . - U. I I I -`I e I—// . 11 NOTES: 1. AU. FRAMING ' L.UMSER To BE Z x 6* 84S • O.F. 2. LU ENTIRE.SIGN, INCDING, FRAMING, TO.. BE PAINTED WITH TWQ COATS Or IXmIOR OtL BASE WHITE PAINT, 3. LETTERING TO BE DONE, IN BLACK BY QUAUFIED . SIGN PAINTER' AND T'0 THE SATISFACTION OF THE ENGINEER. ' 4. SIGNS TO SE MAINTAINED IN 4-CONDITION SATIS- FACTORY TO THE ENGINEER. ' 5. SIONS TO BE FURNISHED BY CO,NTRAGTOR AND INS STMED. AND MOVED BY CONTRACTOR AS .DIREOft BY THE ENGINEER, • NO CONSTRUCTION SHAUU COM�- MENOE' UNTIL SIGNS ARE IN PLACE. ' STANDARD . CONSTRUCTION SIGN QqX of vmIfoN . . ,11NE; .t#9 ��2 PLAN 1