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Metro Builders & Engineers Group, Ltd. Bid- cu FORM a -- August 22, 2019 Metro Builders & Engineers Group, Ltd. 2610 Avon Street Newport Beach, CA 92663 SUBJECT: Bid Bond - Project No. 2016-08 La Quinta SilverRock Park Venue To Whom It May Concern: Thank you for submitting your proposal for Project No. 2016-08. The La Quinta City Council at its regular meeting of August 6, 2019 awarded the contract to the lowest responsive bidder, Urban Habitat. The above -mentioned original Bid Bond, which accompanied your proposal, is enclosed. Your interest in working with the City of La Quinta is greatly appreciated, and we hope that you will accept future opportunities to bid on other city projects. SinWre,TA,Management Assistant City Clerk's Office Enclosure c: SureTec Insurance Company Leonard St. Sauver, Construction Manager File SECTION 1200 BID DATE: 07/24/2019 The undersigned, as bidder, declares it has received and examined the Contract Document entitled Project No. 2016-08, La Quinta SilverRock Park Venue, and will contract with the City, on the form of Contract provided herewith, to do everything required for the fulfillment of the contract for said work at the prices and on the terms and conditions herein contained. We have included the following items and agree that they shall form a part of this bid: SECTION TITLE 1200 Bid 1210 Bid Schedule 1220 Bid Guaranty Bond 1230 Certification of Bidder's Experience and Qualifications 1240 Proposed Subcontractors 1250 Non -Collusion Affidavit 1260 DIR Project Vendor Information We acknowledge that the following addenda have been received and have been examined as part of the Contract Documents. Bidders must be on the Plan Holders List with the City of La Quinto in order to receive addenda. Addendum # Date Received Initials 1 07/22/2019 2 07/24/2019 Ni 3 07/26/2019 4 07/26/2019 Attached is a bid guaranty bond as required by Paragraph 1110-15.0, BID GUARANTY. Metro Builders & Engineers Group, Ltd Name of Bidder (949) 515-4350 Bidder Telephone Number Bid 1200-1 If our bid is accepted, we agree to sign the contract without qualifications and to furnish the performance and payment bonds and the required evidence of insurance within 10 calendar days after receiving written notice of the award of the contract. We further agree, if our bid is accepted and a Contract for performance of the work is entered into with the City, to so plan work and to prosecute it with such diligence that the work shall be completed within the time stipulated. Metro Builders & Engineers Group, Ltd. Name of Bidder 597589; A/B/C-10/C-51 Contractor's License No. 07/31 /2020 License Expiration Date Fouad Houalla Signature of Bidder President Title of Signatory (949) 515-4350 Telephone Number 2610 Avon St., N Address of Bidder California State of Incorporation Beach, CA 92663 estimating@metrobuilders.com Email Address Shelly Irvine Witness Controller Title of Witness Bid 1200-2 ADDENDUM 04 — JULY 26, 2019 SECTION 1210 BID SCHEDULE PROJECT NO. 2016-08 LA QUINTA SILVERROCK PARK VENUE City of La Quinta 78-495 Calle Tampico La Quinta, CA 92253 To Whom It May Concern: Pursuant to the Invitation to Bid, and in accordance with the provisions therein stated, the undersigned hereby proposes and agrees that on award by the City under this Bid, to execute a Contract, with necessary bonds, to furnish and install any and all labor, materials, transportation and services for City Project No. 2016-08, La Quinta SilverRock Park Venue, in accordance with the plans and specifications therefore adopted and on file with the City within the time hereinafter set forth and at the prices named in this Bid. It is understood that the basis of award shall be the lowest total price of the Base Bid Area plus all Additive Alternates. Unit prices in each and every case represent the true unit price used in preparing the bid schedule totals (Bid Form). Unit prices listed herein include material, installation and appurtenant work as is necessary to have the item complete and in place meeting the full intent of the plans and specifications. We acknowledge that unbalanced unit prices shall be sufficient cause for the rejection of our bid. Bid Schedule 1210-1 ADDENDUM 04 - DULY 26, 2019 BASE BID UNIT PRICE ITEM TOTAL ITEM ITEM DESCRIPTION EST. UNIT (in figures) (in figures) NO. QTY. DOLLARS DOLLARS GENERAL 1 Mobilization 1 LS $ ?•406 ZS $ ?'`-I 2 Traffic Control 1 LS $ C4 S-Tl $ Li `3'Kv 3 Dust Control 1 LS $ 3'�-Sb° $ 3'Y`Sba 4 Storm Water Pollution Prevention 1 LS $ 56ZS11 $ 5-L 215-0 Plan (SWPPP) 5 Demolition and Disposal 1 LS $ C•t3-+-S'a $ LA SITE CONSTRUCTION & AMENITIES Site Im rovement 6 Subgrade Preparation and Precise 1 LS $ L, 3 -S° $ -t Grading 6a Remove and Replace Soil 82,000 SF $ 5 6 3 $ Ll 16 1 6 G o Stabilization 7 Decomposed Stabilized Granite Over 69,943 SF $jD $ ' Class II A02reQate Base per Plan 8 6" P.C.C. Pavement Over Class II 1,788 SF $ 2.S $ Lt `•1 )-4-0 Ag re ate Base per Plan (Parking) 9 Interlocking Pavers Over Class II Aggregate Base per Plan (Site 9,167 SF $ 1 S •gS $ I'";)-1 �a 1 Entrance) Gravel Pavel with 3/8" Crushed Rock 10 Over Class II Aggregate Base with 4,727 SF $ 15� $ Permaloc per Plan 11 12" Wide P.C.C. Banding Over Class II 346 LF $ S'l •S� 2 $ 1369� Aggregate Base per Plan 12 6" Class II Aggregate Base Over 8,775 SF $ 6 Compacted Native Soil per Plans 13 6" P.C.C. - See Plan for Width(s) 45,158 SF $ l 2a' -t $ C, 14 6" PCC Hardscape per Landscape 2,060 SF $ S, $ 6 2' Plans 15 2" Thick Stabilized Decomposed 4 794 SF $ �2 �'O $ 5 °l `) 4Granite Trail per Plan ' 16 6" Concrete Vertical Curb per City of 170 LF $ $ 1 o y Z b La Quinta Std. 210 17 4" Concrete Rolled Curb per City of 114 LF $ k 21 ' S 3 $ La Quinta Std. 203 13 Bid Schedule 1210-2 ADDENDUM 04 - DULY 26, 2019 UNIT PRICE ITEM TOTAL ITEM ITEM DESCRIPTION QT,: UNIT (in (in figures) DOLLARS) DO 18 Concrete Cross Gutter and Spandrel (Modified with Rolled Curb) per City 806 SF $ $ o of La Quinta Std. 230 19 2' Transition from 4" Rolled Curb 2 EA $ `31 Z $ 2 S� Heiqht to 0" Curb Height per Plans 20 Parking Lot Wheel Stops per Plans 7 EA $ $ 21 "Stop Bar" and Legend per Caltrans 1 EA $ $ Std. A24D and A24E 22 Parking Lot Signage and Striping 1 LS $ $ 1 v 23 ADA Site Entrance Sign and Stop Sign 1 LS $ $ per Plan 24 36" Wide Truncated Domes per 628 SF $ $ 21 Sal Plans and 2016 CBC Requirements 6' CMU Irrigation Equipment Screen 25 Wall per City Freestanding Block Wall 1 46 LF $ 39 g' $ Standard Detail - Final Pay Item Water/Sewer/Irrigation Improvements 26 6" PVC C-900 Fire Line (Including 876 LF $ 5-6' 1111 $ L, q Li Li I - Bends and Fittings) per Plans 1 1/2" PVC Schedule 40 Water Line 27 (Including Bends and Fittings) per 976 LF $ $ 6-4 Plans 28 Connect to Existing Domestic Water 1 LS $ --� I Lt .5- $ '� ► Lt S Meter 6" Fire Hydrant Assembly (Wet 29 Barrel) per CVWD Std. W-33A and 2 EA $ 6 $ Plans 6" PVC C-900 Irrigation Line 30 (Including Reducer, Gate Valves, 2,486 LF $ C�4- (a 00 $ I Blind Flange, Tees, Bends and Fittings) per Plans 6" PVC C-900 Irrigation Line 31 Connection to Existing 15" Line per 40 LF $ 3 1� $ 15� Plans (Including Gate Valves, Flanges) 1/4" PVC Schedule 40 Water Line pl 13 32 (Including Bends and Fittings) per 194 LF $ $ k o Plans 6" PVC (SDR-35) Sewer Line 33 (Including Bends, Fittings and 966 LF $ I ZJ $ Cleanouts to Grade with Cap) per Plans Bid Schedule 1210-3 ADDENDUM 04 - DULY 26, 2019 UNIT PRICE ITEM TOTAL ITEM ITEM DESCRIPTION QTY: UNIT (in L (in figures) DOLLARS DO DO Furnish and Install Grinder Pump (2 pump system), Electrical Conduit/Lines, Control Panel, 4' 34 Extension, Wet Well, Lateral Kit, 1 LS $ )Z �;60 $ 12S"b� Reducers, Couplings, Decorative Rock Cover, and Including All Appurtenances as Needed to Make Function. 2" HDP SDR 11 Force Main W/ Metal G V` 35 Identification Tape Placed Over Top 468 LF $ $ of Pipe (4' Cover Min.) per Plans Site Storm Drains e 36 6" ABS Drain Line at 1.0% Minimum 47 LF $ G`� $ 2a per Plans- Final Pa Item 37 8" HDPE N-12 Storm Drain Line per 30 LF $ LSb $ �-S"b o Plans- Final Pay Item 38 12" HDPE N-12 Storm Drain Line per 26 LF $ 2`� 1 'ZS $ � �13 ' Plans- Final Pa Item 38a 18" HDPE N-12 Storm Drain Line per 79 LF $ Plans- Final Pay Item 12" Square Area Drain per NDS-1200 39 and 1210 as per Plans- Final Pay 1 EA $ Item 6 2S 9" Square Area Drain per NDS-900 40 and 916 as per Plans- Final Pay 1 EA $ Item 24" Inline Drain Basin per Nyloplast 41 2824AG with Traffic Rated Grate per 1 EA $ ?j Plans- Final Pay Item 4-inch Radius Trench Drain with Heel -Proof and ADA Compliant SS 42 Grating; Product as Manufactured by 1 LS $ Dura Trench or Approved Equal, as per the Architectural Plans 43 8" ABS End Caps per Plans 2 EA $ 44 18" ADS Flared End Section Model 1 EA No. 1810 NP- Final Pa Item 45 75 lb. Rock Rip -Rap per Plans- Final 350 SF $ V�'19D $ G. Li� Pay Item ,;"G Modify 54" Storm Drain, Construct 46 Headwall, and Place 'A Ton Grouted 1 LS $ Rip -Rap Limits per Plans (Including Trash Rack) Bid Schedule 1210-4 ADDENDUM 04 - DULY 26, 2019 UNIT PRICE ITEM TOTAL ITEM ITEM DESCRIPTION EST. UNIT (in figures) (in figures) NO. QTY. DOLLARS DOLLARS Water Feature Furnish and Install Water Feature per Plans and Specifications Including All Appurtenances as 47 Shown on the Plans and as Needed to Make Function. Including but not LS $ 62,1 limited to items listed in Technical ' Specifications 18.1, crossing structure, and railing. - Specialty Item Site Amenities Restroom Building Utility and 1 LS $ $ 1 Jrb o ro 48 Construction Coordination 49 P.C.C. Stage, Stage Apron, Ramp, 1 LS $ $ Railing and Step Slab per Plans 50 Decorative Brick Pavers per Plan 3,944 SF $ 20 $ 00 0 51 Stage Retaining Walls per Plans 100 LF $ -I $ 52 Bike Racks with Concrete Pad per 5 EA $ $ Plans 53 Benches with Concrete Pads per 8 EA $ ?'U $ 2g ooa Plans 54 Drinking Fountains with Concrete 2 EA $ Pads and Sums per Plans 55 Tubular Steel Fence and Gates per 468 LF $ ct I • `t C $ L1I, Plan 56 Concrete Mow Curb per Plans 2,200 LF $ $ LA.t12.5b 57 Permaloc Steel Edging per Plans 4,100 LF $ 6 2�- $ 2.5'6 ZS Site Electrical and Lighting 58 Pedestal, Conduit (Including Empty Conduit), Wire and Circuiting per 1 LS $ 2S��1� $ Plans 59 Parking Lot Lighting per Plans 20 EA $ ?'16 S'3'S 1 $ 60 Pole Lights per Plans 24 EA $ 3 Lt OC $ 61 Bollards per Plans 6 EA $ -1-936 - 2;�' $ 62 Ingrade Uptight with Wide Flood Distribution per Plans 15 EA $ Bid Schedule 1210-5 ADDENDUM 04 - DULY 26, 2019 UNIT PRICE ITEM TOTAL ITEM ITEM DESCRIPTION EST. UNIT (in figures) (in figures) NO. QTY. DOLLARS DOLLARS 63 Ingrade Uplight with Spot 12 EA Distribution per Plans 64 Color Changing Tree Uplights per 36 EA I $?.'D-9 6 Plans 65 Steplights for Stage Area per Plans 3 EA $ 2q0.- 13 $ G 66 Utility Company Service Charges and 1 LS $ 'Loo $ o0 l ► 2 Transformer Pad per Plans 67 Panel Boards and Panel Board 1 LS $ I 1 0001t $ Feeders per Plans 68 Pull Boxes per Plans 1 LS $ '1 616 $ 2A 61 6 Landscape and Irrigation 69 Soil Prep and Fine Grade per Plans 1 LS $ $ 110 70 Weed Abatement per Plans 1 LS $ Ls $ 2-G oo 71 Concrete Vault per Plans 1 LS $ '?,0 0 0 0 $ Zo a 00 72 Furnish and Install Landscaping per 1 LS $ 3$H160 $ LAI16-0 Plans Furnish and Install Irrigation per 73 Plans (Includes Filter, Pump, 1 LS $ !;0QS-1A-0 $ Concrete Pads and All Fittings) 74 Furnish and Install Boulders per Plan 27 EA vbs $ ltft�r_� $ - "Rustic Brown" 75 Furnish and Install 6" Minus Baja 410 SF $ 2, ks $ Cresta Rubble per Plans 76 Furnish and Install 3/8" Apache 660 SF $ '}'Sb $ Li q S—O Brown Crushed Rock per Plans 77 Furnish and Install 3/8" Minus Desert 66,400 SF $ 1� I"j $ d 2, �- Gold Crushed Rock per Plans 78 90-Day Maintenance Period 1 LS $ 201 Total Amount of Bid Items 1 - 78 Bid Schedule 1210-6 ADDENDUM 04 - JULY 26, 2019 ADDITIVE ALTERNATIVES: City may approve any, all, or none of the following items BID ALTERNATE 1 - Architectural Metal Screens UNIT PRICE ITEM TOTAL ITEM ITEM DESCRIPTION EST. UNIT (in figures) (in figures) NO. QTY. DOLLARS DOLLARS METAL SCREEN ADD 1 Metal Screens at Amphitheater 1 LS $ atj0100 $ 01 S�b0c) Platform Total Amount of Bid Alternate 1 $ c1Sboa BID ALTERNATE 2 - Additional Terrace Walls UNIT PRICE ITEM TOTAL ITEM ITEM DESCRIPTION EST. UNIT (in figures) (in figures) NO. QTY- DOLLARS DOLLARS TERRACE WALL ADD 1 Additional Terrace Walls per 1 LS $ t %voo'D $ lsfboo Plans 2 Additional Irrigation per Plans 1 LS $ 1 q 60a $ l q b o0 Total Amount of Bid Alternate 2 $ 1'0 cl Goo MU AL I tKIVH I t 3— rlUUL11 iy rUu11LU11I UNIT PRICE ITEM TOTAL ITEM ITEM DESCRIPTION EST. UNIT (in figures) (in figures) NO. QTY. DOLLARS DOLLARS j FLOATING FOUNTAIN ADD Furnish and Install Floating Fountain and All 1 Appurtenances as Shown on 1 LS $ 'LZ $ the Plans and as Needed to Make Function Total Amount of Bid Alternate 3 $ `LL Li oo Bid Schedule 1210-7 ADDENDUM 04 — DULY 26, 2019 GRAND TOTAL BASE BID PLUS ALL ADDITIVE ALTERNATES (Figures): 1 GRAND TOTAL BASE BID PLUS ALL ADDITIVE ALTERNATES (Words): irl , L., Cv.a a Bid Amount of each of the above Bid Items must be filled in and completed. It is understood that the quantities shown hereon are but estimates and the bidder is responsible to verify quantities prior to submitting a bid. Final payment will be b,pjRpd upon actual work performed subject to such adjustments and alterations as elsewhere Vro,61ded herein. Fouad Houalla } Signature of Bidder (Ink) Metro Builders & E 'ncers Group, Ltd. Name of Bidder (Printed or Typed) (949) 515-4350 Bidder Telephone Number etimating@metrobuilders.com Bidder Email Address Bid Schedule 1210-8 SECTION 1220 RID GUARANTY BONd Houalla Enterprises, Ltd. DBA Metro Builders & Engineer Group, Ltd., as PRINCIPAL, and SureTec Insurance Company , as SURETY, are held and firmly bound unto the City in the penal sum of TEN (10) PERCENT OF THE TOTAL AMOUNT OF THE BID of the Principal above named, submitted by said Principal to the City for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made to the City to which said bid was submitted, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT WHEREAS, the Principal has submitted the above -mentioned bid to the City, for certain construction specifically described as follows, for which bids are to be opened at La Quinta, California. PROJECT NO. 2016-08 LA QUINTA SILVERROCK PARK VENUE NOW, THEREFORE, if the aforesaid Principal is awarded the contract and, within the time and manner required under the specifications, after the prescribed forms are presented to him/her for signature enters into a written contract in the prescribed form, in accordance with the bid, and files two bonds with the City, one to guarantee faithful performance, and the other to guarantee payment for labor and materials as required by law, and provide certificate of insurance coverage required by the Contract Documents, then this obligation shall be null and void; otherwise, it shall be and remain in full force and virtue. IN WITNESS WHEREOF, we have hereunto set our hands on this 22nd day of July 2019. Houalla Enterprises, Ltd. DBA Metro Builders & Engineer Group, Ltd. Fouad Houalla, President Title of Signatory , Signature/ Principal 2610 Avon Street Ste A, Newport Beach, CA 92663 Address SureTec Insurance Company Brittany Aceves, Attorney -in -Fact Title of Signotory Signature of Su 3131 Camino del Rio N., Suite 1450, San Diego, CA 92108 Address Note: Signatures of those executing for the surety must be properly acknowledged. Bid Guaranty Bond 1220-1 POA N: 510030 SureTec Insurance Company LLMaTED POWER OF ATTORNEY Know All Men by These Presents, That SURETEC INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Texas, and having its principal office in Houston, Harris County, Texas, does by these presents make, constitute and appoint James P. Schabarum II, Jase Hamilton its true and lawful Attomey-in-fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include waivers to the conditions of contracts and consents of surety for, providing the bond penalty does not exceed Fifteen Million and 00/100 Dollars ($15,000,000.00) and to bind the Company thereby as fully and to the same extent as if such bond were signed by the President, sealed with the corporate seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attomey-in-Fact may do in the premises. Said appointment shall continue in force until 12/31/2019 and is made under and.by authority of the following resolutions of the Board of Directors of the SureTec Insurance Company: Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attomey(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: Attorney -in -Fact may be given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attomey-in-Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted al a meeting held on 2e of April, 1999) In Witness Whereof, SURETEC INSURANCE COMPANY has caused these presents to be signed by its President, and its corporate seal to be hereto affixed this stn day of April , A.D. 2017 . yVRAN�+F SURETECTJF,- ANY �r� X ..I \ , By. w w ) ni John Knox resi nt State of Texas ss: Cr Y County of Harris ............... e On this 5th day of April A.D. 2017 before me personally came John Knox Jr., to me known, who, being by_me duly swom, did depose and say, that he resides in Houston, Texas, that he is President of SURETEC INSURANCE COMPANY, the company described in and which executed the above instrument; that he knows the seal of said Company; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said Company; and that he signed his name thereto by like order. XENIA CHAVEZ Notary Public, State of Texas Comm. Expires 09-10-2020 11411a111; 1�' Notary ID 129117659 wrlaC2,davez, Notary Public y commission expires September 10, 2020 I, M. Brent Beaty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Company, which is still in full force and effect; and furthermore, the resolutions of the Board of Directors, set out in the Power of Attorney are in full force and effect. JUL 2 2 2 0 19• Given under my hand and the seal of said Company at Houston, Texas this d�y of 4 a 2! ,� , A.D. . Brbnt Befty, Assistant Sedretary Any instrument issued in excess of the povialty stated above is totally void and without any validity. For verification of the authority of this power you nay call (713) 812-0800 any business day between 8:00 am and 5:00 pm CST. CALIFORNIA ALL- PURPOSE CERTIFICATE OF ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of San Diego On JUL 2 2 2019 before me, Shannen Sigmman, NotaEll Public (Here insert name ana tit e 01 We as iced personally appeared Brittany Aceves , who proved to me on the basis of satisfactory evidence to be the person() whose name(--) is are subscribed to the within instrument and acknowledged to me that heA�qthey executed the same in his their authorized capacity(ies), and that by his hie (their signature(s) on the instrument the person(s), 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. =Pu�,blic- MAN WITNESS my hand and official seal. �29z .a a alifornia 2aountyar. 16 2023 Notary Pu ' Signature (Notary Public Seal) ADDITIONAL OPTIONAL INFORMATION DESCRIPTION OF THE ATTACHED DOCUMENT (Title or description of attached document) (Title or description of attached document continued) Number of Pages Document Date. CAPACITY CLAIMED BY THE SIGNER ❑ Individual (s) ❑ Corporate Officer (Title) ❑ Partner(s) ❑ Attorney -in -Fact ❑ Trustee(s) ❑ Other 2015 Version www NotaryClasses.com 800-873-9865 INSTRUCTIONS FOR COMPLETING THIS FORM This form complies with current California statutes regarding notary hording and, ifneeded, should be completed and attached to the document. Acknowledgments from other states mar be completed for documents being sent to that state so long as the wording does not require the California notary to violate California notary law • State and County information must be the State and County where the document signer(s) personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s) personally appeared which must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public). • Print the name(s) of document signer(s) who personally appear at the time of notarization. • Indicate the correct singular or plural forms by crossing off incorrect forms (i.e. he/she/they is /are ) or circling the correct forms. Failure to correctly indicate this information may lead to rejection of document recording. • The notary seal impression must be clear and photographically reproducible. hmpression must not cover text or lines. If seal impression smudges, re -seal if a sufficient area permits, otherwise complete a different acknowledgment form. • Signature of the notary public must match the signature on file with the office of the county clerk. Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a different document. Indicate title or type of attached document, number of pages and date. Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer, indicate the title (i.e. CEO, CFO, Secretary). • Securely attach this document to the signed document with a staple. CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of 0 aiem&_ ) On _�-�� before me, Date �H) Na e antpersonally appeared __ C Name(s) of Signer(s) Title of the Officer who proved to me on the basis of satisfactory evidence to be th rsarl(�whose namWK re iZRilintity ed to the within fnstrumen and acknow#�dged to me that el helt ey executed t sa In their authorized capacity(i and that by �HieYher/their signature s n the instrument the person! upon behalf of whi the person�cted, executed the i rument. U AN IRVINE c—California County n # 2195265 ires May 1, 2021 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 0�_a� ig at Notary Public Place Notary Seat Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended 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: El Corporate Officer — Title(s): l Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Number of Pages: Signer's Name: ❑ Corporate Officer — Title(s): Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: ©2016 National Notary Association - www.NationalNotary.org - 1-800-US NOTARY (1-800-876-6827) Item #5907 ADDENDUM NO.I —DATED JULY 19,2019 SECTION 1230 - Lake Contractor CERTIFICATION OF BIDDER'S EXPERIENCE AND QUALIFICATIONS The undersigned Bidder certifies that he is, at the time of bidding, and shall be, throughout the period of the contract, licensed under the provisions of Chapter 9, Division 3, of the Business and Professions Code of the State of California, to do the type of work contemplated in the Contract Documents. Bidder shall further certify that it is skilled and regularly engaged in the general class and type of work called for in the Contract Documents. The Bidder represents that it is competent, knowledgeable, and has special skills on the nature, extent, and inherent conditions of the work to be performed. Bidder further acknowledges that there are certain peculiar and inherent conditions existent in the construction of the particular facilities, which may create, during the construction program, unusual or peculiar unsafe conditions hazardous to persons and property. Bidder expressly acknowledges that it is aware of such peculiar risks and that it has the skill and experience to foresee and to adopt protective measures to adequately and safely perform the construction work with respect to such hazards. The Lake Contractor Bidder shall list below five (5) projects completed in the last two (2) years of similar size and complexity that indicate the Bidder's experience as a Lake Contractor. Project Name: The Hideaway Club, La Quinta, CA Owner: ND La Quinta Partners/ The Hidwaway Golf Club Construction Cost: $ 426,290 Construction Time: 75 Owner's Representative: Gerry Tarsitano Owner's Telephone No.: (760)275-6993 Date of Substantial Completion: 08/11/2018 2. Project Name: Blue Sky Preserve, Cave Creek, AZ Owner: 6902 GR, LLC Construction Cost: $ 676,818 Construction Time: 84 Owner's Representative: Jeremy Meeks Owner's Telephone No.: (480) 797-9884 Date of Substantial Completion: 12/14/2018 Calendar Days Calendar Days Lake Contractor Bidders Experience & Qualifications 1230-1 ADDENDUM NO.1 —DATED JULY 19,2019 3. Project Name: Wynn Golf Club, Las Vegas, NV Owner: The Wynn LLC Construction Cost: $ 797,732 Construction Time: 93 Calendar Days Owner's Representative: Jade Work Owner's Telephone No.: (760) 451-3400 Date of Substantial Completion: 07/20/2019 4. Project Name: Scottsdale National GOlf Club, Scottsdale, AZ Owner: Scottsdale National Golf Club, LLC Construction Cost: $ 1,275,946 Construction Time: 235 Calendar Days Owner's Representative: Malcolm Patten Owner's Telephone No.: (602) 390-4352 Date of Substantial Completion: 10/22/2018 5. Project Name: Troubadour Golf and Field Club College Grove, TN Owner: Arrington Club, LLC Construction Cost: $ 496,986 Construction Time: 124 Calendar Days Owner's Representative: Bob Kelly Owner's Telephone No.: (720) 383-2210 Date of Substantial Completion: 07/26/2019 Signed this 24th day of July . 2019. Cooks & Solis Construction, Inc. Name of Lake Contractor Bidder rouad Houalla, President Name and Titte of Signatory _ 462446 PW-LR-1000367967 Lake Contractor's License No. DIR Reg No. Lake Contractor Bidders Experience & Qualifications 1230-2 ru SECTION 1240 PROPOSED SUBCONTRAMRS Pursuant to California Public Contracting Code, Section 4100 et. seq., the following list gives the name, business address, and portion of work (description of work to be done) for each subcontractor that will be used in the work if the bidder is awarded the Contract. (Additional supporting data may be attached to this page. Each page shall be sequentially numbered and headed "Proposed Subcontractors" and shall be signed.) The Contractor shall perform, with its own organization, Contract work amounting to at least 50 percent of the Contract Price except that any designated "Specialty Items" may be performed by subcontract and the amount of any such "Specialty Items" so performed will be deducted from the Contract Price before computing the amount required to be performed by the Contractor with its own organization. "Specialty Items" will be identified by the Agency in the Bid or in the Special Provisions. Where an entire item is subcontracted, the value of work subcontracted will be based on the Contract Unit Price. Subcontractor Business Address (--\I- * Wos- 90 Soy. 1501401 Description of Work % of Work License DIR Reg No. No. W a k f � ►�4..�.r .v� � •� �• � 6 2 �t �t -6 (je,,.S;-r..0l� 5cak cl01 CAr QZp5o © Gti:�.o. '�'3� 01- w QgYd-eh Landacop.-t .1! - 4°l 28G2. (,a rA Sue, V e t b 1 v d j pra r , CA- q 2gG 9. I n o 0 0 0 010 ?-q . Fouad Houalla Signature of Bidder Metro Builders & Engineers Group. Ltd. Name of Bidder Proposed Subcontractors 1240-1 SECTION 1250 NON -COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California 7 ss. County of Orange } Fouad Houalla being first duly sworn, deposes and say that he or she is President of Metro Builders & En 'neers Group, Ltd. the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly sought by contract, agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. -.007 Fouad Houalla Signature Metro Builders & Engineers Group, Ltd. Name of Bidder President Title 07/24/2019 Date Non -Collusion Affidavit 1250-1 SECTION 1260 DIR Project Vendor Information Vendor Information: Name: Metro Builders & Engineers Group, Ltd. Address: 2610 Avon St. City:_Newport Beach ST: CA Zip: 92663 Project Manager: Richard Quattrocchi Email: estimating@metrobuilders.com Phone: (949) 515-4350 CSLB/Certification Number: 597589 Public Works Registration Number: 1000002925 Classification: Asbestos Boilermaker Bricklayers X Carpenter X_Carpet/Linoleum Cement Masons X Drywall Finisher Drywall/Lathers Electricians X Elevator Mechanic Glaziers Iron Workers X Laborers X Millwrights Operating Eng X Painters Pile Drivers Pipe Trades X Plasterers Roofer SheetMetal Sound/Com Surveyor Teamster Tile Worker Prevailing Wages and Payroti: The project is subject to prevailing wage rates and enforcement by the Department of Industrial Relations (DIR). Prevailing wage rates can be obtained at: htto://www.dir.co.gov/Pub(ic-Works/Prevc*[Iing-Wage.htm1. Contractors and subcontractors on most public Works projects are required to submit certified payroll records to the Labor Commissioner using DIR's electronic certified payroll reporting system. For your convenience, the link for reporting certified payroll is: http://wvvw.dir.co.gov/Public-Works/Certified-Payroll-Reportina,html. A copy of certified payroll, including the names and addresses of employees and/or subcontractors working on the job must be included with invoices submitted to the City of La Quinta. DIR Project Vendor Information 1260-1 7/6/2018 Check A License - License Detail CONTRACTORS STATE LICENSE BOARD Contractor's License Detail for License # 597589 DISCLAIMER: A license status check provides information taken from the CSLB license database. Before relying on this information, you should be aware of the following limitations. CSLB complaint disclosure is restricted by law (B&P 7124.6) If this entity is subject to public complaint disclosure, a link for complaint disclosure will appear below. Click on the link or button to obtain complaint and/or legal action information. Per B&P 7071.17 , only construction related civil judgments reported to the CSLB are disclosed. Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. Due to workload, there may be relevant information that has not yet been entered onto the Board's license database. Data current as of 7/6/2018 2:15:44 PM Business Information HOUALLA ENTERPRISES LTD dba METRO BUILDERS & ENGRS' GRP LTD 2610 AVON ST NEWPORT BEACH, CA 92663 Business Phone Number:(949) 515-4350 his license is current and active. All information below should be reviewed. B - GENERAL BUILDING CONTRACTOR A - GENERAL ENGINEERING CONTRACTOR C10 - ELECTRICAL C51 - STEEL, STRUCTURAL Entity Corporation Issue Date 07/03/1990 Expire Date 07/31/2020 License Status Classifications Bonding Information Contractor's Bond This license filed a Contractor's Bond with SURETEC INDEMNITY COMPANY. Bond Number: 134973 Bond Amount. $15,000 Effective Date: 09/22/2016 Contrank)r's Bond H .;ory Bond of Qualifying Individual 'The qualifying individual FOUAD RIAD HOUALLA certified that he/she owns 10 percent or more of the voting stock/membership interest of this company; therefore, the Bond of Qualifying Individual is not required. (Effective Date: 05/17/2018 IBQI's Bond History Workers' Compensation This license has workers compensation insurance with the TRAVELERS PROPERTY CASUALTY COMPANY OF AMERICA Policy Number:UB7J948156 Effective Date: 11/01/2017 Expire Date: 11/01/2018 https://www2.cslb.ca.gov/OnlineServices/CheckLicenseI I/LicenseDetail.aspx?LicNum=597589 2/2 ACTION BY UNANIMOUS WRITTEN CONSENT IN LIEU OF ANNUAL MEETING OF THE BOARD OF DIRECTORS OF HOUALLA ENTERPRISES LTD., A CALIFORNIA CORPORATION The sole member of the Board of Directors of Houalla Enterprises Ltd., a California corporation ("Corporation"), hereby unanimously consents to the adoption of the following resolutions, as authorized by Section 307(b) of the California General Corporation Law: RATIFICATION OF ACTIONS RESOLVED, that inasmuch as the sole Director is familiar with the business, affairs and operations of the Corporation, all acts and actions taken by the officers of the Corporation during calendar year 2018 are hereby confirmed, ratified and approved in all respects. ELECTION OF OFFICERS RESOLVED, that the following person be and he hereby is elected to the offices set forth opposite his name for one year or until his successors are elected and have qualified or his earlier resignation or removal: President Fouad Houalla Chief Financial Officer Fouad Houalla Secretary Fouad Houalla The Secretary of this Corporation is hereby authorized and directed to file this Consent with the minutes of the proceedings of the Board of Directors in the official records of the Corporation. Dated as of December 31, 2018. Fouad Houalla 5003\003\annualdirectorsmins (2018).doc f f. 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St. Sauver, Construction Manager DATE: July 19, 2019 SUBJECT: Project No. 2016-08, La Quinta SilverRock Park Venue The following shall be considered as incorporated into the project plans and specifications for the above referenced project. Portions of plans and specifications not specifically mentioned in this Addendum remain in force. ff PROJECT BID DOCUMENTS Section 1299 Section 1200 is updated with the following: Add the following to the list of required forms for the bid: 1230-Lake Contractor, Certification of Bidder's Experience and Qualifications Section 1210 Section 1210 is replaced with the attached Section 1210 dated July 19, 2019. The following modifications are included: Add Base Bid Item No. 6A: Remove and Replace Soil Stabilization Clarify Description for Bid Item 47: Furnish and Install Water Feature per Plans and Specifications Including All Appurtenances as Shown on the Plans and as Needed to Make Function. Including but not limited to items listed in Technical Specifications 18.1, crossing structure, and railing. Add Additive Alternate 3: Furnish and Install Floating Fountain and All Appurtenances as Shown on the Plans and as Needed to Make Function CALIFORNIA Section 1230 Add Section 1230-Lake Contractor: The Lake Contractor shall submit a complete list of a minimum of five (5) such previous projects. 5ectiQn_1400 Sheet 1400-9, Section 3.3 "'Inspection", add the following paragraph after paragraph 1: Contractor shall call in daily for inspections, unless otherwise approved by the City, at Public Works Inspection Hotline 760-777-7097. Section_2000 Sheet 2000-5, Section 5.3 "Working Hours", replace the following paragraph as shown: As Reads: October 1 to April 30: Monday - Friday 7: 00 AM to 5:30 P.M. May 1 to September 30: Monday - Friday 6:00 AM to 7:00 P.M. Amended to Read Unless otherwise approved by the City: Monday - Friday 8:00 AM to 5:30 P.M. Section 40QQ Sheet 4000-1, Section 1.0 "'General Requirements", the following is added after the second paragraph: This project will have various monitors to ensure environmental compliance. The Contractor will be required to coordinate with the monitors to allow them to conduct their work. The monitors have the authority to redirect work away, or if the need arises halt work, from certain areas in specific cases where birds, artifacts, or fossils are found. If human remains or possible human remains are encountered, construction activities in the immediate vicinity should be halted temporarily, and the Riverside County Coroner's Office should be notified immediately pursuant to state law. ta Q�a CAI IFOR\IA - Sheet 4000-3, Section 7.0 "Subgrade Preparation and Precise Grading", Paragraph 2, is replaced with the following: As Reads: Rough Grading has been completed by others and is within 1110th of a foot +/- of the final grade. The area enclosed by the screen wall is within 1 foot of the final grade. The Contractor is required to precise grade the site per the grades per the plans. Is Amended to Read: Rough Grading has been completed by others and is within 1/10th of a foot +/- of the subgrade except as follows: the pump area enclosed by the screen wall is within 1-foot of the final grade; the lake is graded within 1/10th of a foot +/- of liner level; the stream is graded within 1/10th of a foot +/- of water surface elevation. The Contractor is required to precise grade the site per the grades per the plans. The Contractor shall remove the green dye used for dust control for the native soil area between the DG Parking Area and Concrete Path and shall apply clear SoilShield LS or City approved equal. Soil Stabilization shall be applied per the manufacture. Compensation for Remove and Replace Soil Stabilization shall be measured and paid for at the unit price paid per square foot shall include full compensation in furnishing all labor, materials, tools and equipment, and no additional compensation will be allowed. Sheet 4000-14, Section 15.0 "'Miscellaneous Metal items", the following is added after the third paragraph: Tubular steel shall also include square shape as called out in the plans. Pre -galvanized steel for stage railing and fencing is acceptable to use and should follow Metal Railings 206-5 of the Standard Specifications. The Contractor may substitute paint for powder coat at no additional cost to the City. The Contractor shall submit color sample to best match the paint specified prior to ordering the color. The City has the right to refuse the color samples and require the Contractor to use paint. The finish required for the water feature crossing rail shall be brushed'. CA[ IFORNIA • PROTECT PLANS Plan Sheets_ 1 and G1 Modify General Note 9 as follows: As Reads: October 1 to April 30: Monday - Friday 7: 00 AM to 5: 30 P.M. May 1 to September 30: Monday - Friday 6: 00 AM to 7: 00 P.M. Amended to Read Unless otherwise approved by the City: Monday - Friday 8:00 AM to 5:30 P.M. Plan Sheet_ G7 Construction - Water and Sewer, note 14 "Install 8" Meter, 6" Backflow Device and Isolation Valves (Plug Type) in Vault per CVWD Standards" amended to include: This item is a future item and shall not be constructed with the project. Plan Sheets L1.2 and L1.4 Construction Schedule Note 20 amended to read: Tubular Steel Fence per Detail K on Sheet L1.11 color Light Brown to match the existing SilverRock fence located along toe of slope of the development. The Contractor is hereby notiRed; Addendum No. 1 must be acknowledged as stipulated under the instructions to Bidders and submitted as part of the Bid. Failure to do so shall result in the City designating said bid as "Non -Responsive. " APPROV26: 1 . Leonard R. St. Sauver Construction Manager Attachments: 1. Section 1210 dated 7-19-2019 2. Section 1230-Lake Contractor 3. Rough Grading Letter from Surveyor END OF ADDENDUM NUMBER 1 -CAUfOR\IA- ADDENDUM NUMBER 2 TO: All Prospective Bidders and Plan Holders FROM: Leonard R. St. Sauver, Construction Manager DATE: July 23, 2019 SUBJECT: Project No. 2016-08, La Quinta SilverRock Park Venue The following shall be considered as incorporated into the project plans and specifications for the above referenced project. Portions of plans and specifications not specifically mentioned in this Addendum remain in force. PROJECT BID DOCUMENTS Section 1100 Sheet 1100-1, Paragraph 1, replace the following paragraph as shown: As Reads: SEALED BIDS will be received by the City of La Quinta (City) at the Office of the City Clerk located at 78-495 Calle Tampico, La Quinta, California, 92253, until 1:00 P.M. on Thursday, July 25, 2019 at which time they will be publicly opened and read for performing work as follows: Amended to Read SEALED BIDS will be received by the City of La Quinta (City) at the Office of the City Clerk located at 78-495 Calle Tampico, La Quinta, California, 92253, until 10:00 A.M. on Tuesday, July 30, 2019 at which time they will be publicly opened and read for performing work as follows: section 1110 Sheet 1110-3, Address Label, Line 8, replace the following sentence as shown: As Reads: July 25, 2019 @ 1:00 P.M. 4V Q�W - CAI IFORNIA -- Amended to Read 3uly 30, 2019 @ 10:00 A.M. Section 1210 Section 1210 is replaced with the attached Section 1210 dated July 23, 2019. The following modifications are included: Change Bid Item 34 from "Remove Existing Grinder Pump and Install City Furnished Grinder Pump" to "Furnish and Install Grinder Pump (2 pump system), Electrical Conduit/Lines, Control Panel, 4' Extension, Wet Well, Lateral Kit, Reducers, Couplings, Decorative Rock Cover, and Including All Appurtenances as Needed to Make Function." Change Bid Item 45 from "300 lb. Rock Rip -Rap per Plans" to "75 lb. Rock Rip Rap" Change Bid Item 49 Unit Type from Square Foot to Lump Sum �7m" ".1m,i� Sheet 4000-1, Section 4.1 "Dust Control", the following is added after the second paragraph: The Contractor shall install temporary chain link fence with wind screen to match existing chain link fence and wind screen at existing locations within the project boundaries. The Contractor may coordinate with the Developer of the site to take over the payment and maintenance of the fence at no additional cost to the City and as negotiated directly between the Developer and the Contractor. This cost is considered as included in the cost for Dust Control and no other payments will be allowed therefore. Sheet 4000-2, Section 5.0 "Clearing and Grubbing", the following is added to bullet point 1 under 300-1.1.1.2.b There are several options for sourcing Construction Water, including but not limited to the following: Water directly from the existing lake located at the northwest section of the property. The Contractor will be required to coordinate with the City to schedule the approximate amount of water and schedule needed to pull the water. The Contractor is responsible to furnish all items needed to source water from the lake including generators and trash pumps. ta awkra - CAI IFORNIA - Water from fire hydrant located next to the restaurant on site. The Contractor will be responsible to coordinate with CVWD to place a meter on the fire hydrant including any associated fees. The Contractor will also be required for any piping and trenching needed to source the water. This location is approximately 1,300 feet from the proposed driveway. Water from an existing 6" irrigation main from the golf course irrigation. The Contractor will be responsible to coordinate with the Developer and the City to connect. The Contractor will also be required for any piping and trenching needed to source the water. This location is approximately 2,500 feet from the northeast corner of the improvements. Sheet 4000-13, Section 12.0 "Sewer Improvements", add section 12.4 per the following: 12.4 Grinder Pump The Contractor shall furnish and install a hardwired Grinder Pump (2 pump system), Electrical Conduit/Lines, Control Panel, 4' Extension, Wet Well, Lateral Kit, Reducers, Couplings, Decorative Rock Cover, and Including All Appurtenances as Needed to Make Function. The grinder pump shall conform to model DH152, manufacturer E/One Sewer System; the lateral assembly shall conform to NA0330P02, manufacturer E/One Sewer System; the control panel shall conform to E/One T260, manufacturer E/One Sewer System; and the following specifications: Grinder Pump The grinder pump station shall be a complete unit that includes: two grinder pumps, check valve, HDPE (high density polyethylene) tank, controls, and alarm panel. It shall be ideal for up to four, average single-family homes. • Rated for flows of 3000 gpd (11,356 Ipd) 150 gallons (568 liters) of capacity • Indoor or outdoor installation • Standard outdoor heights range from 93 inches to 160 inches It shall be "hardwired," or "wired," where a cable connects the motor controls to the level controls through watertight penetrations. Motor: 1 hp, 1,725 rpm, high torque, capacitor start, thermally protected, 120/240V, 60 Hz, 1 phase. Inlet and Discharge Connections shall be modified to match the plans. 4-foot slip on extension will be required to meet invert grade. Duolex Alternating Alarm Panel CAI IFORNIA - Shall be designed for use with the grinder pump. Duplex grinder pump stations, a station with two grinder pumps, require the pumping load to be shared equally between the two pumps. Under normal conditions, one pump removes the accumulated sewage from the grinder pump basin. After 24 hours, the Alternating Panel toggles the electrical supply power to the pump that was idle. If the sewage level reaches the alarm level, the two grinder pumps will operate simultaneously for 3 to 4 minutes. If, after that time, the sewage is not below the alarm level, the alarm circuit is engaged. The Alternating Panel shall be supplied with audible and visual high-water level alarms. The panel shall be listed by Underwriters Laboratories, CSA, CE and NSF to ensure high quality and safety. Standard Features: • UL-approved, corrosion -proof enclosure • NEMA 4X-rated enclosure with hinged access panel • Lockable latch with keyed -alike padlock included • Circuit breakers • Terminal blocks & ground lugs • Dry contacts Lead/lag, run and alarm indicator lights Manual push -to -run Buck -Boost Transformer Requirements or as otherwise required by the manufacturer: Single Phase with 208 Line Voltage (Available), 240 Load Voltage (Output), and with Load 5.63 kVA and 23.44 Amps. Set-up and Training The manufacturer shall be present when starting up the pump. The manufacturer shall be available on -site for a demonstration to the City as set up and coordinated by the Contractor. Payment Payment for this item shall be paid for on a lump sum (LS) basis and shall include full compensation in furnishing all labor, materials, tools and equipment as specified by the manufacturer and the Special Provisions, including furnish, installing, excavation, backfill, wiring, conduits, training, and any Appurtenances as Needed to Make Function. No further compensation will be allowed therefore. 4V Qaigra Sheet 4000-14, Section 14.0 "Miscellaneous Metal Items", the following Is added after the third paragraph: Trash Rack shall be inclined type per Greenbook Standard 361-2. It shall be paid for under the associated. headwall. Sheet 4000-14, Section 15.0 "Rip -Rap", replace the third paragraph with the following: As Reads: Payment for 300 lb. Rock Rip -Rap per Plans shall be measured and paid for at the contract price bid per Square Foot and will be a FINAL PAY item as shown on the Bid Schedule and shall include full compensation for all labor, materials, tools, and equipment and for doing all work involved in placing the rip -rap per the plan. Amended to Read Payment for 75 lb. Rock Rip -Rap per Plans shall be measured and paid for at the contract price bid per Square Foot and will be a FINAL PAY item as shown on the Bid Schedule and shall include full compensation for all labor, materials, tools, and equipment and for doing all work involved in placing the rip -rap per the plan. Sheet 4000-27, Section 18.1 "Water Feature General Description", the following is added to the list: 10. 6" PVC Pump Filter Flush/Discharge Line with 6" minimum grouted rip -rap per the plans. Length of pipe is approximately 430 feet. • PROJECT PLANS Plan Sheets G5 Modify Water and Sewer Construction Note per the following: As Reads: Install Grinder Pump Manhole per City of La Quinta (City Supplied) Amended to Read Furnish and Install Grinder / Pump Manhole and Appurtenances Plan Sheet G8. Clarification - The proposed 2-inch force main is ending at the point of connection at Water and Sewer Note 12. No work beyond this point is required. The proposed 8" sewer, proposed grinder pump, and proposed 2" force main shown off the site north of Ahmanson Lane is existing and is not included in the work. CAI IFORNIA - • Clarifications Q-1. There is no application rate for stolons installation. Please provide number of required bushels per acre and method of stolonizing. Per our supplier, stolons will not be available until next summer and this will exceed allotted time to complete this project. Please advise. A.1 There is no stolonization. Bid Sod as specified with overseed. Q-2. Please provide a clear irrigation booster pump model number. A.Z See the following: IBPCO-25-2-4/PACT-HP 220 GPM 185 PSI 4 INCH Svstem Model Number Svstem Design Flow Rate Svstem Design Pressure I Svstem Pining Size 75 PSI 208 VAC 3 PHASE 60 Hz Minimum Suction Pressure Svstem Electrical Voltage Svstem Electrical Phase and Freouencv PACO 1595-9 220 GPM 265 FEET Pump Model Number Pump Capacity (GPM) Pump Total Head (Feet) 25 HP 3500 RPM 63 AMPS @ 208/3 ph Pump Horsepower Pump RPM Svstem Full Load Amneraee Q-3. What material exactly will the city of La Quinta be providing for the Grinder/sewer pump? A.3 The Contractor shall furnish and supply the grinder pump as specified in this addendum. Q-4. Per bid alternate 2, there is a line item for additional irrigation but there is no any line items for planting items for this area. Please advise. A.4 It will be sod per the base bid. Q-5. There doesn't appear to be a line item value attributable to the 6" irrigation pump filter flush/discharge line identified by construction note #10 on the precise grading plans. Construction of the grouted rip -rap identified by construction note #43 as this rip rap is not considered part of the Rip -Rap identified as part of the storm drainage improvements. Please advise. A.5 These items will be paid for under the Water Feature Bid Item Q-6. Please clarify what would be the method of parking lot area (decomposed granite) striping if any is required. A.6 No striping is required in the DG area. Q-7. There are waste containers shown on the plans but there is no bid item for it. Please clarify. A.7 No waste containers are required for this project. CAI I1:01041A - Q-8. Per construction plan, sheet L1.9, there are six round planter areas that has no callout or detail. Please provide a detail and pay item for it. A.8 The round planters shown are 6-foot diameter omitted holes in the concrete walk way. The Contractor is hereby notified; Addendum No. 2 must be acknowledged as stipulated under the instructions to Bidders and submitted as part of the Bid. Failure to do so shall result in the City designating said bid as "Non -Responsive." St. Sauver Construction Manager Attachments: 1. Section 1210 dated 7-23-2019 END OF ADDENDUM NUMBER 2 ADDENDUM NUMBER 3 TO: All Prospective Bidders and Plan Holders FROM: Leonard R. St. Sauver, Construction Manager DATE: July 25, 2019 SUBJECT: Project No. 2016-08, La Quinta SilverRock Park Venue The following shall be considered as incorporated into the project plans and specifications for the above referenced project. Portions of plans and specifications not specifically mentioned in this Addendum remain in force. • PROJECT BID DOCUMENTS f, Section 1210 Section 1210 is replaced with the attached Section 1210 dated July 25, 2019. The following modifications are included: • Change Bid Item 36 Quantity from "4,766" to "47" • Add Bid Item 38a for 18" HDPE Section 4000 Sheet 4000-68, Section "Measurement and Payment", Paragraph 4, add the following: Furnish and Install Amiad Filter and Flow Sensor per Plans and all Appurtenances is considered as paid for under the Irrigation Bid Item. • PROJECT PLANS Plan_ShLe.el G5 Clarification - There is only one grinder pump at the intersection between the 2-6" PVC and 2" HDP pipes. The other construction note shown as Water and Sewer Construction Note "8" is amended to Water and Sewer Construction Note "7" GV IPORNIA Plan Sheet E1-5 Provided electrical power to grinder pump Plan Sheet L2.2 The contractor shall extend future stubs for slope irrigation with 2-wire at 5 locations. The irrigation legend was revised with new Flow Sensor type by Octave Ultronic. Contractor shall install flow sensor downstream of master valve. The Contractor shall install Amiad Filter between Sand Media Filter and Irrigation Booster Pump. Plan Sheets 1-2. -L2.7 The contractor shall extend future stubs for slope irrigation with 2-wire at 5 locations. Plan Sheet L 2.13 The Contractor shall install Amiad Filter between Sand Media Filter and Irrigation Booster Pump. Plan Sheet L2.14 The irrigation legend was revised with new Flow Sensor type by Octave Ultronic. Contractor shall install flow sensor downstream of master valve. The Contractor shall install Amiad Filter between Sand Media Filter and Irrigation Booster Pump. Irrigation Plan Sheet Legend Irrigation Pipe Size and Type is amended with: 2" and smaller SCH 40 pipe with 18" cover min. 3" Class 315 pipe with coupling with 24" min cover. 4" - 6" Class 315 ring tite pipe with 24" min. cover. Contractor shall install concrete thrust blocks for pipe 3"-6" diameter at 80' O.C. and when pipe changes direction per Detail 'B' Sht. 2.15 a Clarifications Q-1. Provide the invert elevation for the connection of the 2" sewer force main at the connection point shown on page G4 of the precise grading plan. A.1 The invert is 20.0'+/- and should be field verified. 41 Q�W Q-2. Confirm there is one (1) proposed Grinder sewer pump down -stream of the proposed 6" sewer at the intersection of 6"/2" proposed sewer improvements. Currently page G5 of the precise grading plan shows two (2) of these units; indicate location of existing Grinder pump to be removed as identified by bid item #34 and differentiate between this condition and the proposed Grinder pump previously mentioned. If there are two condition, please indicate where the existing to be replaced and where the new Grinder pump is to be installed. A.2 There is only one (1) new Grinder Pump System at the intersection between the 2-6" PVC and 2" HDP shown on sheet G-5. The other is a miss label and is amended to read Water and Sewer Construction Note 7. Q-3. Please confirm that the 18" N-12 and flared end section shown on page G3 of the precise grading plan are incorrectly shown and to be 12" size to correspond with the bid form and construction callout #26 on page G5 of the precise grading plans. A.3 Both are correct. The 12" Line ends at the 24" Catch Basin at which point it changes into an 18" Line. This has been updated in the Bid Schedule. Q-4. Irrigation legend shows using two different type of pipe, Class 315 and ring tite pipe. Below is an image of irrigation legend. Please clarify type of pipe and size range to be used. If ring tite pipe to be used, provide method of installation, specifications and in particlular if mechanical, ductile iron fittings is required. A.4 2" and smaller SCH 40 pipe with 18" cover min. 3" Class 315 pipe with coupling with 24" min cover. 4" - 6" Class 315 ring tite pipe with 24" min. cover. Contractor shall install concrete thrust blocks for pipe 3"-6" diameter at 80' O.C. and when pipe changes direction per Detail 'B' Sht. 2.15 t(V Qalgta -01aORNIA- The Contractor Is hereby notified; Addendum No. 3 must be acknowledged as stipulated under the Instructions to Bidders and submitted as part of the Bid. Failure to do so shall result in the City designating said bid as "Non -Responsive." APPROVED: Leonar R. St. Sauver Construction Manager Attachments: 1. Section 1210 dated 7-25-2019 2. Plan Sheets E1.5, L2.2-2.7, and L2.13-2.14 END OF ADDENDUM NUMBER 3 - cni is 0KNIA ADDENDUM NUMBER 4 TO: All Prospective Bidders and Plan Holders FROM: Bryan McKinney, P.E., City Engineer DATE: July 26, 2019 SUBJECT: Project No. 2016-08, La Quinta SilverRock Park Venue The following shall be considered as incorporated into the project plans and specifications for the above referenced project. Portions of plans and specifications not specifically mentioned in this Addendum remain in force. = PROJECT BID DOCUMENTS Section 1210 Section 1210 is replaced with the attached Section 1210 dated July 25, 2019. The following modifications are included: • Change Bid Item 42 Description from "Trench Drain per NDS Part 550 and Cast Iron Grate per NDS Part 554 as per Plans- Final Pay Item" to "4-inch Radius Trench Drain with Heel -Proof and ADA Compliant SS Grating; Product as Manufactured by Dura Trench or Approved Equal, as per Plans" • Change Bid Item 42 Unit from Linear Feet to Lump Sum ■ PROJECT PLANS Plan Sheet G5 Construction Note 29 is amended to Read "4-inch Radius Trench Drain with Heel - Proof and ADA Compliant SS Grating; Product as Manufactured by Dura Trench or Approved Equal" e Clarifications Q-1. Architectural plan sheet 7 of 15 conflicts with Precise Grading plan as to type and model of trench drain; please confirm which product will apply and provide installation details. A.1 The Radius Type Trench Drain is required. It is a custom manufactured product that may take 8-10-week lead time. An approved as -equal can be considered. Q-2. Please clarify what size, spacing, type of reinforcement is to be used in the flat work. A.2 The reinforcement for the stage platform flat work is shown on Architectural Sheet 7 of 15 Detail 8 (#4@ 18" OC each way) and also on S1 of 15 Detail 2. There is no reinforcement in the sidewalk that goes around the Site as shown on sheet L1.10 detail (D) concrete walkway. The Contractor is hereby notified; Addendum No. 4 must be acknowledged as stipulated under the instructions to Bidders and submitted as part of the Bid. Failure to do so shall result in the City designating said bid as "Non -Responsive. " APPROVED: Bryan McKinney City Engineer Attachments: 1. Section 1210 dated 7-26-2019 END OF ADDENDUM NUMBER 4 Current and Metro Builders and Engineers Group Ltd. 2610 Avon Street, suite A Completed Concrete Newport Beach, CA 92663 (949) 515-4350 Tel, (949) 515-4351 FAX Proj ects - Last 5 Years Owner: Los Angeles County Sanitation Districts Contact: Allison Hornstra Phone Number: (562) 908-4288 Project: JWPCP Secondary Treatment Concrete Repair Phase II Location: 24501 S. Figueroa St., Carson, CA 90745 Contract Value: $18,257,582.00 Description: The work consists of furnishing all materials, equipment and labor, demolition of existing deteriorated concrete portions of secondary clarifiers and replacing with new concrete, demolition of existing foam spray piping and installation of new foam spray piping and demolition of existing aluminum handrails and installation of new handrails, and all appurtenant work. % Done By Metro: 73 % Completion Date: 1/25/2023 Owner: Los Angeles County Sanitation Districts Contact: Steve Hernandez Phone Number: (562) 908-4288 Project: Puente Hills Materials Recovery Facility Building Location: 2808 Workman Mill Road, Whittier, CA 90601 Contract Value: $6,424,241.00 Description: Demolition of existing equipment and concrete structures. Installation of new concrete pits, steel pushwalls, electrical runs for new equipment, and new HVAC systems. % Done By Metro: 80 % Completion Date: 11/30/2019 Owner: U.S. Army Corps of Engineers Contact: Stan Fujimoto Phone Number: (626) 401-4084 Project: Whittier Narrows Dam Mechanical & Electrical Work Location: 645 Durfee Ave., South El Monte, CA 91733 Contract Value: $3,253,983.00 Description: Upgrades to the mechanical and electrical systems for several dam gates. Done By Metro: 90 % Completion Date: 10/31/2019 Completed and In -Progress Projects Page 1 of 10 7/23/2019 Metro Builders And engineers Group Ltd. Owner: Los Angeles County Sanitation Districts Contact: Shahrooz Soltani Phone Number: (562) 699-741 1 Project: Pomona Pumping Plant No. 4 Facility Upgrades Location: 2860 Ficus Street, Pomona, CA 91766 Contract Value: $2,790,000.00 Description: The work consists of furnishing all materials, equipment and labor for removal of trees, demolition of the existing concrete pavement, piping, three dry -pit sewage pumps, a gas engine, and electrical equipment; modifications of the drywell access; installation of three new sewage pumps and associated piping; construction of new electrical building and a restroom; construction of new wet well; installation of new electrical equipment and control panels; installation of a district -furnished emergency generator; installation of a security system and wrought -iron fence around the perimeter of the property, and all appurtenant work % Done By Metro: 78 % Completion Date: 10/24/2019 Owner: City of Newport Beach Contact: Mark Vulcojevic Plione Number: (714) 642-2429 Project: 333 Grand Canal ( On -Call Maintenance Newport) Location: 333 Grand Canal, Newport Beach, CA 92662 Contract Value: $29,725.00 Description: Demo existing site paving and instalaltion of new brick paving. % Done By Metro: 100 % Completion Date: 7/12/2019 Owner: City of Newport Beach Contact: Fong Tse Phone Number: (949) 644-3321 Project: City Hall Drinking Water Fountain Location: 100 Civic Center Drive, Newport Beach, CA 92660 Contract Value: $17,850.00 Description: Installation of new drinking water fountain and associated piping. % Done By Metro: 100 % Completion Date: 4/13/2019 Owner: City of Newport Beach Contact: Fong Tse Phone Number: (949) 644-3321 Project: Lifeguard Headquarters Stingray Treatment Washdown Location: 70 Newport Pier, Newport Beach, CA 92663 Contract Value: $45,720.00 Description: Installation of new concrete and plumbing systems for the stingray washdown area. % Done By Metro: 100 % Completion Date: 3/30/2019 --------------------------------------------- Completed and in -Progress Projects Metro Builders And engineers Group Ltd. Page 2 of 10 7/23/2019 Owner: Coachella Valley Water District Contact: Amer Hassouneh Phone Number: (760) 398-2651 Project: Design -Build for Palm Desert Auto Shop Building Location: 75-515 Hovley Lane East, Palm Desert, CA 92211 Contract Value: $1,597,710.00 Description: The purpose of the Project is to design and construct a new concrete masonry auto shop building with dimensions of approximately 55'-4" x 62'-0" and a floor area of 3,431 square feet to be located on the north side of the existing fleet maintenance building at CVWD's headquarters campus located at 75-525 Hovley Lane East, Palm Desert, as shown in the concept plan included in the Appendices of the Basis of Design document. Tile project also includes a deductive alternate for a reduced building size of 48'-0" x 62'-0". This is a three bay expansion to the existing 3,428 square foot repair shop to provide major maintenance and repairs.The primary focus of the auto shop is to perform preventative maintenance on CVWD's fleet of gasoline and diesel powered vehicles and equipment. The auto shop also does equipment repairs which can range from small items up through heavy repair such as an engine or transmission overhaul. All work utilizes industry best practices for environmental and safety compliance. A five - ton crane over one bay is also included as part of the project. The total desired Project budget is $1,600,000, which includes CVWD-owned contingency. % Done By Metro: 100 % Completion Date: 1/31/2019 Owner: City of Newport Beach Contact: Fong Tse Phone Number: (949) 644-3321 Project: Marina Park Lighting Modifications Location: 1600 W. Balboa Blvd., Newport Beach, CA 92663 Contract Value: $2,800.00 Description: Lighting upgrades at the Marina Park. % Done By Metro: 100 % Completion Date: 1/17/2019 Owner: City of Newport Beach Contact: James Miller Phone Number: (714) 316-3000 Project: Newport Coast Community Center Door Closure Location: 6401 San Joaquin Hills Road, Newport Beach, CA 926 Contract Value: $1,000.00 Description: Upgrades to doors at the community center. % Done By Metro: 100 % Completion Date: 1/16/2019 Completed and In -Progress Projects Metro Builders_ And engineers Group Ltd. Page 3 of 10 7/23/2019 Owner: County of Los Angeles, Department of Public Works Contact: Tim Bazinet Phone Number: (626) 458-2185 Project: Manhattan Beach Pump Station and Low -Flow Div. Location: Manhattan Beach, CA Contract Value: $1,322,400.00 Description: Installation of two new vertical turbine pumps, an electric motor, a right angle gear drive unit, ball valves and control panels a low -flow diversion system, fiberglass reinforced polymer platform, stairs, trash rack, and miscellaneous electrical work Done By Metro: 95 % Completion Date: 9/5/2018 Owner: LA County Metropolitan Transportation Authority Contact: Wonder Van Twist Phone Number: (213) 922-7325 Project: Division 1 Maintenance Annex Building (Design/Buil Location: 1130 E. 6th St., Los Angeles, CA 90021 Contract Value: $5,719,866.00 Description: Div. 1 Maintenance Annex Building Design/Build Contractor to provide the design, construction, equipment installation and testing of Annex Maintenance Building including site improvements % Done By Metro: 60 % Completion Date: 6/30/2018 Owner: LA County Metropolitan Transportation Authority Contact: Noelle Valenzuela Phone Number: (213) 922-3647 Project: Division 9 Maintenance Annex Building (Design/Boil Location: 3449 Santa Anita Avenue, El Monte, CA 9001 1 Contract Value: $4,401,237.00 Description: Division 9 Maintenance Annex Building Design/Build project will have the Contractor provide the design, construction, and installation/addition of four more services bays for both standard and articulated buses. % Done By Metro: 56 % Completion Date: 6/30/2018 Owner: LA County Metropolitan Transportation Authority Contact: Thomas Tan (C.A. Rasmussen) Phone Number: (818) 634-2677 Project: Bob Hope and Hollywood Way Metrolink Station Location: 3600 N. San Fernando Boulevard, Burbank, CA 91505 Contract Value: $500,600.00 Description: Fabricate and install the steel components at the new Metrolink station. Components include steel canopy systems, metal hand rails, and steel fencing. % Done By Metro: 8 % Completion Date: 6/30/2018 ........................................... Completed and In -Progress Projects Page 4 of 10 Metro Builders And engineers Group Ltd. 7/23/2019 Owner: Metropolitan Transportation Authority Contact: Josie Mellen Phone Number: (213) 922-1105 Project: Environmental Graphics at Harbor Gateway Location: 731 West 182nd St., Los Angeles, CA 90048 Contract Value: $2,546,000.00 Description: Design/Build for the installation of new electronic signs for two MTA stations in Los Angeles. % Done By Metro: 50 % Completion Date: 6/l/2018 Owner: County of Los Angeles Contact: Salim Sioufi Phone Number: (626) 300-2361 Project: Marina Beach General Improvements Project Location: 900 South Fremont Avenue, Alhambra, CA 91803 Contract Value: $3,984,768.00 Description: The proposed project will consist of refurbishing the existing restroom building with a more contemporary design, including reconfiguring and renovating the interior space for Americans with Disabilities Act compliance, replacing the entire roof structure, and cladding the exterior masonry walls with painted plaster, cement board siding, and expanded perforated metal panels; removing and replacing the covered group picnic shelters with similar contemporary structures, including the benches and barbeque grills; resurfacing the waterfront promenade with integral colored concrete and interlocking pavers; and repairing and enhancing the existing landscaped areas with bioswale planters. The illumination of the waterfront will include providing lights to existing palm trees and installing light bollards. % Done By Metro: 80 % Completion Date: 5/21/2018 Owner: City of Newport Beach Contact: Fong Tse Phone Number: (949) 644-3321 Project: Fire Station No. 6 Apparatus Bay Replacement Location: 1348 Irvine Ave., Newport Beach, CA 92660 Contract Value: $977,868.00 Description: The work necessary for the completion of this contract consists of obtaining no -fee City building permits; preparing and submitting a shoring plan to the Building Department for no cost approval, removing and disposing the existing Apparatus Bay; constructing the new Apparatus Bay and its associated improvements; and arranging with WestNet for their work. % Done By Metro: 80 % Completion Date: 3/9/2018 Owner: City of Santa Monica Contact: Gene Higginbotham Phone Number: (310) 458-8729 Project: Santa Monica Pier Electrical Upgrades Project Location: Santa Monica Pier, Santa Monica, CA 90401 Contract Value: $1,058,700.00 Description: This project would replace the existing deteriorated electrical switchgear on the Santa Monica Pier. % Done By Mehra: 100 % Completion Date: 3/6/2018 ....................................-_.........._.........................................•..................................... Completed and in -Progress Projects Page 5 of 10 7/23/2019 Metro Builders And engineers Group Ltd. Owner: California State University San Bernardino Contact: Alfred Salgado Phone Number: (909) 537-5136 Project: Pfau Library Exterior Deck Replacement Location: 5500 University Parkway, San Bernardino, CA 92407 Contract Value: $2,184,612.00 Description: In general, the work consists of all construction services and phasing for demo and replacement of existing exterior decking of the Pfau Library Building located on the campus of California State University, San Bernardino. The old and new Pfau Library sections of the existing exterior deck areas have multiple water intrusion/leaks areas that are current within the basement level of the library. Scope of work consists of demo and replace the existing exterior deck which will entail the topping slab components to include. terrazzo, control joint, mortar setting bed, sand layer, metal flashing and waterproofing membrane system down to the structureal concrete deck in accordance with the plans and specifications prepared by AEPC Group, LLC % Done By Metro: 85 % Completion Date: 2/16/2018 Owner: City of Culver City Contact: Lee Torres Phone Number: (310) 253-6457 Project: Transfer Station Stormwater Diversion Project Location: 9770 Culver Blvd., Culver City, CA 90232 Contract Value: $1,094,312.00 Description: The Scope of Work for the referenced project includes, but not limited to, the installation two (2) HDPE manhole storage basins, each with a duplex submersible grinder pumping system mounted rail removal system, control panels, floats, cast in place concrete lid with 3'x3' H2O rated hatches, piping, valves, valve vaults, diversion boxes, 2" HDPE pipeline, storm drain drop inlets, storm drain pipes, concrete removal and replacement, trench removal and paving, asphalt concrete cold milling and asphalt concrete overlay, and other associated improvements shown the improvement plans. % Done By Metro: 80 % Completion Date: 11/25/2017 Owner: Metropolitan Transportation Authority Contact: Andi Wang Phone Number: (213) 922-4722 Project: Sound Enclosures at Slauson & Manchester Busway St Location: Slauson & Manchester Busway Stations Con tract Value: $2,263,168.42 Description: Design/Build of updated sound enclosure system at two MTA bus stop locations along the I-1 10 freeway. Sound Enclosure project located at the following Transitway Bus Stations: 1. Slauson Ave. Harbor Transitway Station 350'/2 W. Slauson Ave., Los Angeles, CA 90003 2. Manchester Ave. Harbor Transitway Station 452'/2 W. Manchester Ave., Los Angeles, CA 90003 % Done By Metro: 100 % Completion Date: 11/1/2017 Completed and In -Progress Projects Metro Builders And engineers Group Ltd. Page 6 of 10 7/23/2019 Owner: Contact: Phone Number: Project: Location: Contract Value: Description: % Done By Mehra: Completion Date: Los Angeles County Sanitation District (LACSD) Ignacio Murillo (562) 908-4288 Indiana Street Pumping Plant Generator Installatio 207 N. Indiana Street, Los Angeles, CA 90063 $1,690,346.00 Installation of facility to house a standby generator. Includes site utility work and perimeter CMU wall. 80 % 9/15/2017 Owner: City of Newport Beach Contact: Fong Tse Phone Number: (949) 644-3321 Project: Marina Park Seat Wall Location: 1600 W. Balboa Blvd., Newport Beach, CA 92663 Contract Value: $63,000.00 Description: The work necessary for the majority completion of this contract consists of (1) mobilization and demobilization, (2) traffic controls, (3) sand handling and compaction, (4) construct integrally colored reinforced concrete seat walls, (5) construct integrally colored concrete panel, (6) install non -shrink elastomeric joint seal, and (7) Clean Up. % Done By Metro: 100 % Completion Date: 5/26/2017 Owner: Port of Los Angeles - Harbor Department Contact: Jill Shimamoto Phone Number: (310) 732-7634 Project: Berth 142 Crane Maintenance Building Location: 710 W. Harry Bridges Blvd, Wilmington, CA 90744 Contract Value: $6,489,559.00 Description: Construction of an approximately 5,000 SF steel framed building for crane maintenance at the Port of Los Angeles, including site utilities, drilled pile foundations, concrete piles caps and foundation, structural steel building, steel catwalks for service personnel in building, mechanical service systems, etc. % Done By Metro: 65 % Completion Date: 5/22/2017 Owner: Coachella Valley Water District Contact: Brian Korcok Phone Number: (760) 398-2661 Project: Lift Station 80-03 Structural Repairs Location: Palm Desert, CA Contract Value: $107,941.01 Description: Remove and replace access hatch, remove and fill-in equipment hatch, provide beam strengthening for roof support, and miscellaneous concrete repair. % Done By Metro: 100 % Completion Date: 2/1/2017 Completed and In -Progress Projects Metro Builders And engineers Group Ltd. Page 7 of 10 7/23/2019 Owner: Southern California Regional Rail Authority Contact: Sonny Ibrahim Phone Number: (213) 452-0436 Project: Diesel Exhaust Fluid ( DEF) Systems and Sand Syste Location: 1555 San Fernando Rd Los Angeles, CA Contract Value: $3,053,075.00 Description: This project requires a responsible contractor to perform the procurement and installation of Diesel Exhaust Fluid Systems and Sanding System at Authority's Central Maintenance Facility and Eastern Maintenance Facility, as outlined in the Technical Specifications. % Done By Metro: 100 % Completion Date: 11/4/2016 Owner: Contact: Phone Number: Project: Location: Contract Value: Description: % Done By Metro: Completion Date: City of Anaheim Caster Williams (714) 765-5176 Modifications to City Hall Pedestrian Bridge Suppo 200 S. Anaheim Blvd., Anaheim, CA 92805 $99,180.00 Upgrades to the pedestrian bridge at City Hall, including new sheet metal, concrete patch work, and steel components. 75 % 8/30/2016 Owner: City of Santa Ana Contact: Michael Ortiz Phone Number: (714) 615-0892 Project: Santa Ana Stadium Structural Concrete Repair Location: 602 N. Flower Street, Santa Ana, CA 92701 Contract Value: $977,532.77 Description: Structural concrete repairs and replacements. % Done By Metro: 90 % Completion Date: 8/30/2016 Owner: City of Newport Beach Contact: Fong Tse Phone Number: (949) 644-3321 Project: Newport Beach Fire Station No. 6 Auxiliary Drivewa Location: 1348 Irvine Avenue, Newport Beach, CA 92660 Contract Value: $25,500.00 Description: Installation of new gate fence for a larger fire truck at the fire station with updated driveway. Done By Metro: 100 % Completion Date: 5/18/2016 .................................................................................................................. Completed and In -Progress Projects Page 8 of 10 7/23/2019 Metro Builders And engineers Group Ltd. Owner: City of Newport Beach Contact: Peter Tauscher Phone Number: (949) 644-3316 Project: Newport Theater Arts Center on Cliff Drive Location: 225 El Modena Avenue, Newport Beach, CA 92663 Contract Value: $10,740.00 Description: Design and construction management for the architectural upgrades of the theater. % Done By Metro: 50 % Completion Date: 5/9/2016 Owner: Castiac Lake Water Agency Contact: Ross Hartsock (Layfield) Phone Number: (619) 631-1260 Project: Rio Vista Water Treatment Plant Clearwell No. 2 Location: (Newhall Ranch Rd and Santa Clarita Pkwy) Contract Value: $929,387.65 Description: Subcontractor Work to Layfield USA % Done By Metro: 100 % Completion Date: 2/1/2016 Owner: City of Claremont Contact: Natalie Avila - RKA Consulting Phone Number: (909) 594-9702 Project: City Hall Water Conserving Landscape Project Location: 207 Harvard Ave, Claremont, CA 91711 Contract Value: $246,335.45 Description: Removal of existing grass and shrubs, installation of drip irrigation system and drought tolerant planting. Installation of landscape boulders, mow curbs, DG surfacing, and site amenities (tables and benches). % Done By Metro: 100 % Completion Date: 1 1/13/2015 Owner: City of Newport Beach Contact: Fong Tse Phone Number: (949) 644-3321 Project: Grand Canal Sand Maintenance Project Location: Grand Canal (Balboa Island), Newport Beach, CA Contract Value: $246,500.00 Description: Construction of seawall to prevent damage to existing retaining wall and prevent flooding. Done By Metro: 100 % Completion Date: 10/23/2015 Owner: Metropolitan Transportation Authority Contact: Scott McConnell Phone Number: (213) 312-3116 Project: C1048 Westside Subway Advanced Utility Relocations Location: Wilshire Blvd near La Brea Ave, Los Angeles, CA Contract Value: $8,373,236.99 Description: Advanced Utility Relocations for future subway construction. Relocates domestic water service lines and electrical power duct banks within city streets. % Done By Metro: 85 % Completion Date: 10/27/2014 ...... _..............:.. Completed and In -Progress .................................. .. _............. _. _.. ........ Projects Page 9 of l0 7/23/2019 Metro Builders And engineers Group Ltd. Owner: LA County Metropolitan Transportation Authority Contact: Matt Gallagher Phone Number: (323) 903-411 1 Project: C0990 - Crenshaw/LAX Advanced Utility Relocations Location: Various Locations within Los Angeles Area Contract Value: $9,1 16,140.16 Description: Relocations of underground utilities, including domestic water, storm drain, sewer, and communications ductbanks. % Done By Metro: 85 % Completion Date: 8/21/2014 Owner: Metropolitan Transportation Authority Contact: Thomas Lee Phone Number: (213) 922-7284 Project: MRL Union Station West Entrance Skylight Location: Union Station, Los Angeles, CA Contract Value: $410,000.00 Description: Modifications to existing skylight structure to add ventilation to Metro Red Line Subway Entrance. Includes removal and reinstallation of skylight, modifications to fire sprinkler system, modifications to structural supports, and installation of new louvers. % Done By Metro: 85 % Completion Date: 5/5/2014 Owner: Sanitation Districts of Los Angeles County Contact: Jennifer James Phone Number: (562) 699-741 1 Project: JWPCP Dewatering Facility Location: 24501 S Figueroa St, Carson, CA Contract Value: $11,721,164.49 Description: Construction of dewatering facility, including concrete wet well, masonry building, equipment installation, electrical and instrumentation, utility relocations, site asphalt, and other site improvements % Done By Metro: 75 % Completion Date: 9/18/2013 ....................................................................... . Completed and In -Progress Projects Page 10 of 10 7/23/2019 Nfct ro Builders And engineers Group Ltd.