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PW Third Street Sidewalk Grinding; First AmendmentFIRST AMENDMENT TO THE PUBLIC WORKS CONTRACT WITH PRECISION EMPRISE, LLC. FOR CONTRACTING SERVICES FOR THE SIDEWALK GRINDING ON THIRD STREET PROJECT THIS FIRST AMENDMENT to the Professional Services Agreement by and between the CITY OF SAN RAFAEL (hereinafter "CITY"), and PRECISION EMPRISE, LLC., (hereinafter "CONTRACTOR"), is made and entered into as of thed-6-� day of 202/. RECITALS WHEREAS, the CITY and CONTRACTOR entered into a Public Works Informal Construction Agreement dated November 16, 2020 to assess and repair sidewalks in connection with CITY's project to grind the sidewalk on Third Street, for an amount not to exceed $15,000 (the "Agreement"); and WHEREAS, the CITY requires additional services from the CONTRACTOR, and the CONTRACTOR is willing to provide such services; AMENDMENT TO AGREEMENT NOW, THEREFORE, the parties hereby agree to amend the Agreement as follows: 1. Article I of the Agreement, entitled "Scope of Work" is hereby amended to include the additional services set forth in CONTRACTOR's proposal entitled "Sidewalk Repair Detailed Report" dated November 23, 2020, attached to this First Amendment as Exhibit A and incorporated herein by reference. 2. Article III of the Agreement, entitled "Contract Price" is hereby amended to include additional compensation payable to CONTRACTOR for the services described in Exhibit A to this First Amendment, in a not -to -exceed amount of $5,000, and to change the total not -to -exceed amount under the Agreement to $20,000. 3. Except as specifically amended herein, all of the other provisions, terms and obligations of the Agreement between the parties shall remain valid and shall be in full force. 1 PLC, IN WITNESS WHEREOF, the parties have executed this First Amendment on the day, month, and year first above written. CITY OF SAN RAFAEL JIM C TZ, Ci Ma ager ATTEST: rLINDSAY LARA, City Clerk APPROVED AS TO FORM: CONTRACTOR By: L�t'te� Name: ktAgc- C- U%' o _�4__ Alw • • ► [If Contractor is a corporation, add signature of second corporate officer] Name: Title: ROBERT F. EPSTEIN, Ci Attorney 2 j=PRECISION C0gNgqLETE CUTTING REF # 11.23.20.JAO Precision Concrete Curtine CUSTOMER: 111 Morphew St CSLB #1032474 C/O: 415.485.3409 335 Beach Road CONTACT: APRIL MALVINO Burlingame, CA 94010 ADDRESS: City of San Rafael CRY / ZIP: City of San Rafael 3rd Ave Joseph Ortega PHONE: San Rafael 94901 jortega@PCCnorcal.com PROPERTY LOCATION: 3rd Ave 650-576-4303 - Cell 650 -240 -3866 -Fax SIDEWALK REPAIR DETAILED REPORT Total ln.Ft. I Total Cost 22.00 $808.50 LEGEND: WW=Walkway SW=Sidewalk CSW=City Sidewalks DW=Driveway GB=Gutter Bed R&R=Remove and Replace ATTN=Attention OG=Old Grind OC=Old Cut AP=Asphalt Patch ASPCUT=As halt Cut XCUT=Crossed Lift LCUT=Slab lifter at corner MVCAR=Move Car PTRVL=Path of Travel No. Cat. Max Ht. (1/8 of In.) Min Ht. (1/8 of In.) Length (Feet) Latitude Longitude Description R&R SgFt Inch Feet Cost Date Initial 510 Phase 2 B 2 0 2.5 37.9739 -122.54 1879 2nd St: LCUT 0.31 $11.48 511 Phase 2 B 2 0 3 37.974 -122.54 1879 2nd St: LCUT 0.38 $13.78 512 Phase 2 B 0 0 0 1 37.9739 -122.54 RR 1879 2nd St: Slab broken box lifted 270 0.00 $0.00 513 Phase 2 B 9 0 7 37.9739 -122.54 1875 2nd St: 3.94 $144.70 514 Phase 2 B 0 0 0 37.974 -122.54 ATTN 1875 2nd St HOLE Needs Patch 0.00 $0.00 515 Phase 2 B 3 0 3 37.9739 -122.54 1875 2nd St: 0.56 $20.67 516 Phase 2 B 2 0 2 37.9739 -122.54 1875 2nd St : 0.25 $9.19 517 Phase 2 B 2 0 2 37.9739 -122.54 1875 2nd St : LCUT 0.25 $9.19 518 Phase 2 B 3 0 5 37.9739 -122.54 1875 2nd St: LCUT XCUT 0.94 $34.45 519 Phase 2 B 3 0 1 37.9739 -122.54 1875 2nd St: XCUT LCUT 0.19 $6.89 520 Phase 2 B 3 1 2 37.9739 -122.54 1875 2nd St: LCUT 0.50 $18.38 521 Phase 2 B 4 0 3.5 37.9739 -122.54 1875 2nd St: LCUT 0.88 $32.16 522 Phase 2 B 0 0 0 37.9739 -122.54 RR 1875 2nd St: Slab broken 162 0.00 $0.00 523 Phase 2 B 3 1 3.5 37.9739 -122.54 1871 2nd St: LCUT 0.88 $32.16 524 Phase 2 B 3 0 1.5 37.9738 -122.54 1871 2nd St: LCUT 0.28 $10.34 525 Phase 2 B 3 0 0.5 37.9738 -122.54 1871 2nd St : LCUT 0.09 $3.45 526 Phase 2 B 3 0 1.5 37.9738 -122.54 1871 2nd St: LCUT XCUT 0.28 $10.34 527 Phase 2 B 7 0 16 37.9738 -122.54 1871 2nd St: XCUT LCUT 7.00 $257.25 528 Phase 2 B 3 1 1 4 37.9738 -122.54 1871 2nd St: LCUT 1.00 $36.75 529 Phase 2 B 5 1 5 37.9738 -122.54 1871 2nd St: 1.88 $68.91 530 Phase 2 B 2 0 4 37.9738 -122.54 1871 2nd St : 0.50 $18.38 531 Phase 2 B 0 0 0 37.9738 -122.54 A7TN 1867 2nd St; HOLE Needs Patch 0.00 $0.00 532 Phase 2 B 2 0 5.5 37.9738 -122.54 1867 2nd St: 0.69 $25.27 533 Phase 2 B 3 0 5 37.9738 -122.54 1867 2nd St: 0.94 $34.45 534 Phase 2 B 3 0 1.5 37.9738 -122.54 1867 2nd St: 0.28 $10.34 535 Phase 2 B 0 0 1 0 37.9738 -122.54 RR 1867 2nd St : Slab broken 400 0.00 $0.00 Exhibit A Date created - 12/11/2020 1 of 1 P,REC/SION CONCRETE CUTTING REF # 11.23.20.JAO Precision Concrete Cuttine CUSTOMER: 111 Morphew St CSLB #1032474 C/O: 415.485.3409 335 Beach Road CONTACT: APRIL MALVINO Burlingame, CA 94010 ADDRESS: City of San Rafael CITY /ZIP: City of San Rafael 3rd Ave Joseph Ortega PHONE: San Rafael 94901 Jortega@PCCnormi.com PROPERTY LOCATION: 3rd Ave 650-576-4303 - Cell 650-240-3866 - Fax SIDEWALK REPAIR DETAILED REPORT Total In FL Total Cost 91.116 $3,346.55 LEGEND: W W=Walkway SW=Sidewalk CSW=City Sidewalks DW=Driveway GB=Gutter Bed R&R=Remove and Replace ATTN=Attention OG=01d Grind OC=01d Cut AP=Asphalt Patch ASPCUT=As halt Cut XCUT=Crossed Lift LCUT=Slab lifter at corner MVCAR=Move Car PTRVL=Path cf Travel No. Cat. Max Ht. (1/8 of In. Min Ht. (1/8 of In.) LengthLatitude (Feet) Longitude Description R&R SgFt Inch Feet Cost Date Initial 431 Phase 2 A 4 0 4 37.9725 -122.54 1618 2nd St: 1.00 $36.75 432 Phase 2 A 0 0 0 37.9725 -122.54 RR 1618 2nd St: Slab broken 40 0.00 $0.00 433 Phase 2 A 2 1 4 37.9725 -122.54 1618 2nd 5t : 0.75 $27.56 434 Phase 2 A 3 1 4 37.9725 -122.54 1622 2nd St : 1.00 $36.75 435 Phase 2 A 7 0 50.5 37.9726 -122.54 1622 2nd St: ATCURB 22.09 $811.95 436 Phase 2 A 2 0 1.5 37.9726 -122.54 1622 2nd St: XCUT 0.19 $6.89 437 Phase 2 A 2 0 2.5 37.9726 -122.54 1622 2nd St: XCUT 0.31 $11.48 438 Phase 2 A 0 0 0 37.9726 -122.54 ATTN 1622 2nd St: HOLE Needs Patch 0.00 $0.00 439 Phase 2 A 5 2 4 37.9726 -122.54 1622 2nd St: 1.75 $64.31 440 Phase 2 A 8 0 13.5 37.9727 -122.54 1654 2nd St: ATCURB 6.75 $248.06 441 Phase 2 A 4 0 7 37.9727 -122.54 1654 2nd St: 1.75 $64.31 442 Phase 2 A 2 0 5.5 37.9727 -122.54 1654 2nd St: 0.69 $25.27 443 Phase 2 A 2 0 2.5 37.9727 -122.54 1654 2nd St: 0.31 $11.48 444 Phase 2 A 2 0 3.5 37.9728 -122.54 1660 2nd St: 0.44 $16.08 445 Phase 2 A 0 0 0 37.9727 -122.54 ATIFN 1660 2nd St: HOLE Needs Patch 0.00 $0.00 446 Phase 2 A 4 0 3.5 37.9728 -122.54 1660 2nd St : 0.88 $32.16 447 Phase 2 A 3 0 4 37.9728 -122.54 1660 2nd 5t : 0.75 $27.56 448 Phase 2 A 5 2 1 37.9728 -122.54 1660 2nd St: LCUT 0.44 $16.08 449 Phase 2 A 3 3 1 37.9728 -122.54 1660 2nd St: LCUT 0.38 $13.78 450 Phase 2 A 7 4 1 37.9728 -122.54 1660 2nd St: LCUT 0.69 $25.27 451 Phase 2 A 5 4 1 37.9728 -122.54 1660 2nd St: LCUT 0.56 $20.67 452 Phase 2 A 4 0 1.5 37.9728 -122.54 1660 2nd St: XCUT 0.38 $13.78 453 Phase 2 A 5 0 2.5 37.9728 -122.54 1660 2nd St: XCUT 0.78 $28.71 454 Phase 2 A 2 0 3 37.9729 -122.54 1660 2nd St : at crack. 0.38 $13.78 455 Phase 2 A 6 1 4 37.9728 -122.54 1660 2nd St : 1.75 $64.31 456 Phase 2 A 8 0 9.5 37.9729 -122.54 1660 2nd St: ATCURB 4.75 $174.56 457 Phase 2 A 0 0 0 37.9729 -122.54 RR 1660 2nd St: Greater than 2 inches Slab broken 85 0.00 $0.00 458 Phase 2 A 6 0 4 37.973 -122.54 Across 1660 2nd St: 1.50 $55.13 Date created - 12/10/2020 1 of 3 No. Cat. Max Ht. 1/8 of In.) Min Ht. (1/8 of In.) Length (Feet) Latitude Longitude Description R&R SgFt Inch Feet Cost Date Initial 459 Phase 2 A 0 0 0 37.9731 -122.54 RR 11 G St on 2nd St : Slab broken 285 0.00 $0.00 460 Phase 2 A 0 0 0 37.973 -122.54 ATTN it G St on 2nd St: HOLE Needs Patch 0.00 $0.00 461 Phase 2 A 2 0 5 37.973 -122.54 11 G St on 2nd St: 0.63 $22.97 462 Phase 2 A 3 0 5.5 37.9731 -122.54 11 G St on 2nd St: 1.03 $37.90 463 Phase 2 A 2 0 3 37.9731 -122.54 11 G St on 2nd St: XCUT 0.38 $13.78 464 Phase 2 A 2 0 2 37.9731 -122.54 11 G St on 2nd St: XCUT 0.25 $9.19 465 Phase 2 A 3 1 0 7 1 37.9731 -122.54 11 G St on 2nd St: 1.31 $48.23 466 Phase 2 A 3 0 7 37.9731 -122.54 11 G St on 2nd St : 1.31 $48.23 467 Phase 2 A 2 0 6.5 37.9731 -122.54 11 G St on 2nd St : 0.81 $29.86 468 Phase 2 A 3 1 3.5 37.9732 -122.54 11 G St on 2nd St: 0.88 $32.16 469 Phase 2 A 4 1 1 5.5 1 37.9732 -122.54 1800 2nd St : 1.72 $63.16 470 Phase 2 A 7 0 5 37.9732 -122.54 1800 2nd St : 2.19 $80.39 471 Phase 2 A 6 0 3.5 37.9732 -122.54 1800 2nd St: XCUT 1.31 $48.23 472 Phase 2 A 3 0 1.5 37.9732 -122.54 1800 2nd St: XCUT 0.28 $10.34 473 Phase 2 A 5 1 2 5 1 37.9732 -122.54 1800 2nd 5t: 2.19 $80.39 474 Phase 2A 6 1 5 37.9732 -122.54 1800 2nd St : 2.19 $80.39 475 Phase 2 A 0 0 0 37.9732 -122.54 ATTN 1800 2nd St: HOLE Needs Patch 0.00 $0.00 476 Phase 2 A 2 0 3.5 37.9732 -122.54 1800 2nd St : 0.44 $16.08 477 Phase 2 A 4 0 2.5 37.9733 -122.54 1800 2nd St: 0.63 $22.97 478 Phase 2 A 2 0 4 37.9733 -122.54 1800 2nd St : 0.50 $18.38 479 Phase 2 A 2 1 1 37.9733 -122.54 1800 2nd St : 0.19 $6.89 480 Phase 2 A 3 0 3 37.9734 -122.54 1800 2nd St : 0.56 $20.67 481 Phase 2 A 3 0 2.5 37.9734 -122.54 1800 2nd St : 0.47 $17.23 482 Phase 2 A 2 0 2 37.9734 -122.54 1800 2nd St: LCUT 0.25 $9.19 483 Phase 2 A 5 0 4.5 37.9734 -122.54 1800 2nd St: OG LCUT 1.41 $51.68 484 Phase 2 A 4 0 14 37.9733 -122.54 1800 2nd St: LCUT 3.50 $128.63 485 Phase 2 A 7 2 4 37.9734 -122.54 1814 2nd St: 2.25 $82.69 486 Phase 2 A 6 5 1 37.9734 -122.54 1814 2nd St: LCUT 0.69 $25.27 487 Phase 2 A 5 1 1.5 37.9734 -122.54 1814 2nd St : at crack. LCUT 0.56 $20.67 488 Phase 2 A 0 0 0 37.9734 -122.54 ATTN 1814 2nd St: HOLE Needs Patch 0.00 $0.00 489 Phase 2 A 2 0 2.5 37.9734 -122.54 1814 2nd St : 0.31 $11.48 490 Phase 2 A 2 1 4 37.9735 -122.54 1814 2nd St : 0.75 $27.56 491 Phase 2 A 2 0 4 37.9735 -122.54 1814 2nd St: 0.50 $18.38 492 Phase 2 A 5 3 4 37.9734 -122.54 1814 2nd St: 2.00 $73.50 Date created - 12/10/2020 2 of 3 PRECISION CONCRFIE CUTTING No. Cat. Max Ht. (1/8 of In.) Min Ht. (1/8 of In.) Length (Feet) Latitude Longitude Description R&R SgFt Inch Feet Cost Date Initial 493 Phase 2 A 2 0 3.5 37.9735 -122.54 1814 2nd St: 0.44 $16.08 494 Phase 2 A 0 0 0 37.9735 -122.54 RR 1814 2nd St: Greater than 2 inches Slab broken 54 0.00 $0.00 495 Phase 2 A 7 0 4 37.9736 -122.54 1816 2nd St : 1.75 $64.31 496 Phase 2 A 7 0 3.5 37.9736 -122.54 1816 2nd St : 1.53 $56.27 497 Phase 2 A 2 0 1 37.9736 -122.54 1816 2nd St: LCUT 0.13 $4.59 498 Phase 2 A 2 0 1.5 37.9735 -122.54 1816 2nd St: LCUT 0.19 $6.89 499 Phase 2 A 0 0 0 37.9735 -122.54 ATTN 1816 2nd St: PGE lid lifted 0.00 $0.00 500 Phase 2 A 3 0 7.5 37.9736 -122.54 1816 2nd St : 1.41 $51.68 501 Phase 2 A 2 0 2.5 37.9736 -122.54 1816 2nd St : 0.31 $11.48 502 Phase 2 A 2 1 1.5 37.9736 -122.54 1816 2nd St : 0.28 $10.34 503 Phase 2 A 0 0 0 37.9736 -122.54 RR 1818 2nd 5t: Slab broken HOLE Needs Patch 35 0.00 $0.00 504 Phase 2 A 0 0 0 37.9738 -122.54 RR 1818 2nd St : Slab broken Box lifted 31.5 0.00 $0.00 505 Phase 2 A 3 0 4 37.9739 -122.54 1833 4th St on 2nd St : 0.75 $27.56 506 Phase 2 A 2 0 2 37.9739 -122.54 1833 4th St on 2nd St: XCUT 0.25 $9.19 507 Phase 2 A 2 0 2.5 37.9739 -122.54 1833 4th St on 2nd St: XCUT 0.31 $11.48 508 Phase 2 A 3 1 3 37.974 -122.54 1833 4th St on 2nd St : 0.75 $27.56 509 Phase 2 A 4 0 5 37.974 -122.54 1833 4th St on 2nd 5t : 1.25 $45.94 Date created - 12/10/2020 3 of 3 �iTrwITH P�`� CONTRACT ROUTING FORM INSTRUCTIONS: Use this cover sheet to circulate all contracts for review and approval in the order shown below. TO BE COMPLETED BY INITIATING DEPARTMENT PROJECT MANAGER: Contracting Department: Public Works Project Manager: Iman Kayani for AM Extension: 3352 Contractor Name: Precision Concrete Contractor's Contact: Joseph Ortega Contact's Email: jortega@pccnorcal.com ❑ FPPC: Check if Contractor/Consultant must file Form 700 Step RESPONSIBLE DESCRIPTION COMPLETED REVIEWER DEPARTMENT DATE Check/Initial 1 Project Manager a. Email PINS Introductory Notice to Contractor (Aiel: here. to ❑ E,i;ter a dale. b. Email contract (in Word) and attachments to City 12/21/2020 Attorney c/o Laraine.Gittens@cityofsanrafael.org DIKK 2 City Attorney a. Review, revise, and comment on draft agreement 1/5/2021 OLG and return to Project Manager 1/5/2021 ❑x LG b. Confirm insurance requirements, create Job on PINS, send PINS insurance notice to contractor 3 Department Director Approval of final agreement form to send to 1/5/2021 ❑x BG contractor 4 Project Manager Forward three (3) originals of final agreement to 1/5/2021 ❑x IKK contractor for their signature 5 Project Manager When necessary, contractor -signed agreement ❑x N/A agendized for City Council approval * *City Council approval required for Professional Services ❑X IKK Agreements and purchases of goods and services that exceed Or $75,000; and for Public Works Contracts that exceed $175,000 Mick here to Date of City Council approval enter a slate. PRINT CONTINUE ROUTING PROCESS WITH HARD COPY 6 Project Manager Forward signed original agreements to City 1/13/2021 IKK Attorney with printed copy of this routing form 7 City Attorney Review and approve hard copy of signed agreement 8 City Attorney Review and approve insurance in PINS, and bonds (for Public Works Contracts) 112P)w 24 9 City Manager/ Mayor Agreement executed by City Council authorized official / X<l 10 City Clerk Attest signatures, retains original agreement and forwards copies to Project Manager