HomeMy WebLinkAboutPW 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