Agenda — Richmond City Council, October 6, 2026 (part 2 of 8)

BARRETT AVENUE

SAN PABLO AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN

BARRETT AVENUE
''BAR'' 117+00 TO ''BAR''
126+00
C68
68 MATCHLINE "BAR" 117+00 SEE DRAWING
C67 MATCHLINE "BAR" 125+50 SEE DRAWING
C69
ADD ALTERNATE 1
396

BARRETT AVENUE

MOUNT STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

BARRETT AVENUE
''BAR'' 126+00 TO ''BAR''
137+50
C69
69 MATCHLINE "BAR" 126+00 SEE DRAWING C68
ADD ALTERNATE 1
397
MACDONALD AVENUE 11TH STREET 13TH STREET
MACDONALD AVENUE MARINA WAY 15TH STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

MACDONALD AVENUE
''MCD'' 9+50 TO ''MCD''
27+50
C70
70 MATCHLINE "MCD" 18+50 SEE BELOW MATCHLINE "MCD" 18+50 SEE ABOVE MATCHLINE "MCD" 27+50 SEE DRAWING C71

BASE BID
398
MACDONALD AVENUE 19TH STREET
MACDONALD AVENUE 22ND STREET 23RD STREET 24TH STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

MACDONALD AVENUE
''MCD'' 27+50 TO ''MCD''
51+00
C71
71 MATCHLINE "MCD" 27+50 SEE DRAWING C70 MATCHLINE "MCD" 51+00 SEE DRAWING C71 ADD ALTERNATE 1
399
MACDONALD AVENUE CIVIC CENTER PLAZA BROADWAY 25TH STREET MACDONALD AVENUE 29TH STREET 28TH STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

MACDONALD AVENUE
''MCD'' 51+00 TO ''MCD''
69+00
C72
72 MATCHLINE "MCD" 51+00 SEE DRAWING C71 MATCHLINE "MCD" 60+00 SEE BELOW MATCHLINE "MCD" 60+00 SEE ABOVE MATCHLINE "MCD" 69+00 SEE DRAWING C73

BASE BID
400
MACDONALD AVENUE 31ST STREET 32ND STREET 33RD STREET 34TH STREET MACDONALD AVENUE 35TH STREET 36TH STREET 37TH STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

MACDONALD AVENUE
''MCD'' 69+00 TO ''MCD''
87+00
C73
73 MATCHLINE "MCD" 69+00 SEE DRAWING C72 MATCHLINE "MCD" 78+00 SEE BELOW MATCHLINE "MCD" 78+00 SEE ABOVE MATCHLINE "MCD" 87+00 SEE DRAWING C74

BASE BID
401
MACDONALD AVENUE 38TH STREET 39TH STREET 40TH STREET 41ST STREET 42ND STREET 43RD STREET 44TH STREET 115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

MACDONALD AVENUE
''MCD'' 87+00 TO ''MCD''
105+00
C74
74 MATCHLINE "MCD" 87+00 SEE DRAWING C73 MATCHLINE "MCD" 96+00 SEE BELOW MATCHLINE "MCD" 96+00 SEE ABOVE MATCHLINE "MCD" 105+00 SEE DRAWING C74

BASE BID
402

MACDONALD AVENUE

WILSON AVENUE
I-80

MACDONALD AVENUE

SAN PABLO AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

MACDONALD AVENUE
''MCD'' 105+00 TO ''MCD''
116+83
C75
75 MATCHLINE "MCD" 105+50 SEE DRAWING C74 MATCHLINE "MCD" 114+00 SEE BELOW MATCHLINE "MCD" 114+00 SEE ABOVE

BASE BID
403
22ND STREET BISSELL AVENUE
22ND STREET NEVIN AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN
22ND STREET ''22'' 9+50
TO ''22'' 27+50
C76
76 ADD ALTERNATE 1
404
22ND STREET BARRETT AVENUE ROOSEVELT AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN
22ND STREET ''22''
27+50 TO ''22'' 36+50
C77
77 ADD ALTERNATE 1
405

MARINA BAY PARKWAY

MEEKER AVENUE
MARINA BAY PARKWAY I-80
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

MARINA BAY PARKWAY
''MS23'' 9+50 TO ''MS23''
26+50
C78
78 MATCHLINE "MS23" 18+00 SEE BELOW MATCHLINE "MS23" 18+00 SEE ABOVE MATCHLINE "MS23" 26+50 SEE DRAWING C79 ADD ALTERNATE 1
406

MARINA BAY PARKWAY CUTTING BOULEVARD

MARINA BAY PARKWAY MAINE AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

MARINA BAY PARKWAY
''MS23'' 26+50 TO ''MS23''
44+50
C79
79 MATCHLINE "MS23" 26+50 SEE DRAWING C78 MATCHLINE "MS23" 35+50 SEE BELOW MATCHLINE "MS23" 35+50 SEE ABOVE MATCHLINE "MS23" 44+50 SEE DRAWING C80 ADD ALTERNATE 1
407

MARINA BAY PARKWAY FLORIDA AVENUE OHIO AVENUE FLORIDA AVENUE 115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

MARINA BAY PARKWAY
''MS23'' 44+50 TO ''MS23''
51+19
C80
80 MATCHLINE "MS23" 44+50 SEE DRAWING C79
ADD ALTERNATE 1
408

HALL AVENUE HARBOUR WAY

HALL AVENUE MARINA WAY SOUTH
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

HALL AVENUE ''HAL''
9+50 TO ''HAL'' 20+88
C81
81 MATCHLINE "HAL" 18+50 SEE BELOW MATCHLINE "HAL" 18+50 SEE ABOVE ADD ALTERNATE 2
409

BROADWAY
24TH STREET

BROADWAY

MACDONALD AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "18+50" SEE BELOW MATCHLINE "18+50" SEE ABOVE

IMPROVEMENT PLAN
BROADWAY ''BR'' 9+50
TO ''BR'' 26+40
C82
82 ADD ALTERNATE 2
410
SAN PABLO ROAD I-80

SAN PABLO ROAD

CLINTON AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026MATCHLINE "SP2" 18+50 SEE BELOW MATCHLINE "SP2" 18+50 SEE ABOVE

IMPROVEMENT PLAN

SAN PABLO AVENUE
''SP2'' 9+50 TO ''SP2''
27+50
C83
83 MATCHLINE "SP2" 27+50 SEE DRAWING C84

BASE BID
411

SAN PABLO ROAD

ESMOND AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "SP2" 27+50 SEE DRAWING C83 MATCHLINE "SP2" 37+50 SEE BELOW MATCHLINE "SP2" 37+50 SEE ABOVE

IMPROVEMENT PLANT

SAN PABLO AVENUE
''SP2'' 27+50 TO ''SP2''
45+50
C84
84 MATCHLINE "SP2" 45+50 SEE DRAWING C85

BASE BID
412

SAN PABLO AVENUE

SAN PABLO ROAD

RHEEM AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026MATCHLINE "SP2" 54+50 SEE BELOW MATCHLINE "SP2" 54+50 SEE ABOVE

IMPROVEMENT PLAN

SAN PABLO AVENUE
''SP2'' 45+50 TO ''SP2''
55+40
C85
85 MATCHLINE "SP2" 45+50 SEE DRAWING C84

BASE BID
413

AMADOR STREET
I-80 SOLANO AVENUE

AMADOR STREET
I-80
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026MATCHLINE "AM" 18+50 SEE BELOW MATCHLINE "AM" 18+50 SEE ABOVE

IMPROVEMENT PLAN

AMADOR STREET ''AM''
9+50 TO ''AM'' 27+50
C86
86 MATCHLINE "AM" 27+50 SEE DRAWING C87
ADD ALTERNATE 2
414

AMADOR STREET
I-80 MCBRYDE AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "AM" 27+50 SEE DRAWING C86

IMPROVEMENT PLAN

AMADOR STREET ''AM''
27+50 TO ''AM'' 31+69
C87
87 ADD ALTERNATE 2
415

SOLANO AVENUE YUBA STREET KERN STREET AMADOR STREET

SOLANO AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN

SOLANO AVENUE ''SOL''
9+50 TO ''SOL'' 17+05
C88
88 ADD ALTERNATE 2
416

KEY BOULEVARD

PRATHER AVENUE

NEVIN AVENUE

MACDONALD AVENUE

KEY BOULEVARD

HUMBOLDT AVENUE CONLON AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

KEY BOULEVARD ''K''
9+50 TO ''K'' 26+50
C89
89 MATCHLINE "K" 17+50 SEE BELOW MATCHLINE "K" 17+50 SEE ABOVE MATCHLINE "K" 26+50 SEE DRAWING C90 ADD ALTERNATE 2
417

KEY BOULEVARD

KNOTT AVENUE

CUTTING BOULEVARD
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

KEY BOULEVARD ''K''
26+50 TO ''K'' 43+50
C90
90 MATCHLINE "K" 26+50 SEE DRAWING C89 MATCHLINE "K" 35+50 SEE BELOW MATCHLINE "K" 35+50 SEE ABOVEMATCHLINE "k" 43+50 SEE DRAWING C91 ADD ALTERNATE 2
418

KEY BOULEVARD

ELM STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN

KEY BOULEVARD ''K''
43+50 TO ''K'' 50+85
C91
91 MATCHLINE "k" 43+50 SEE DRAWING
C90
ADD ALTERNATE 2
419

CUTTING BOULEVARD CANAL BOULEVARD CANAL BOULEVARD

CUTTING BOULEVARD
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026MATCHLINE "CU" 18+50 SEE BELOW MATCHLINE "CU" 18+50 SEE ABOVE

IMPROVEMENT PLAN

CUTTING BOULEVARD
''CU'' 9+50 TO ''CU''
27+50
C92
92 MATCHLINE "CU" 27+50 SEE DRAWING C93
ADD ALTERNATE 1
420

CUTTING BOULEVARD
CUTTING BOULEVARD S 1ST STREET S 2ND STREET S 3RD STREET S 4TH STREET 115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "CU" 27+50 SEE DRAWING C92 MATCHLINE "CU" 36+50 SEE BELOW MATCHLINE "CU" 36+50 SEE ABOVE MATCHLINE "CU" 45+50 SEE DRAWING C94

IMPROVEMENT PLAN

CUTTING BOULEVARD
''CU'' 27+50 TO ''CU''
45+50
C93
93 ADD ALTERNATE 1
421
CUTTING BOULEVARD S 4TH STREET HOFFMAN BOULEVARD I-580
CUTTING BOULEVARD HARBOUR WAY S HARBOUR WAY S S 9TH STREET I-580 115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "CU" 45+50 SEE DRAWING C93 MATCHLINE "CU" 54+50 SEE BELOW MATCHLINE "CU" 54+50 SEE ABOVE MATCHLINE "CU" 63+50 SEE DRAWING C94

IMPROVEMENT PLAN

CUTTING BOULEVARD
''CU'' 45+50 TO ''CU''
63+50
C94
94 ADD ALTERNATE 1
422
CUTTING BOULEVARD S 11TH STREET S 11TH STREET S 12TH STREET S 12TH STREET S 13TH STREET S 13TH STREET CUTTING BOULEVARD MARINA WAY S S 15TH STREET MARINA WAY S S 15TH STREET S 16TH STREET S 16TH STREET 115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "CU" 81+50 SEE DRAWING C96 MATCHLINE "CU" 72+50 SEE BELOW MATCHLINE "CU" 63+50 SEE DRAWING C94 MATCHLINE "CU" 72+50 SEE ABOVE

IMPROVEMENT PLAN

CUTTING BOULEVARD
''CU'' 63+50 TO ''CU''
81+50
C95
95 BASE BID
423
CUTTING BOULEVARD S 17TH STREET S 17TH STREET S 18TH STREET S 18TH STREET S 19TH STREET S 19TH STREET S 20TH STREET S 20TH STREET CUTTING BOULEVARD S 21ST STREET S 22ND STREET S 21ST STREET S 23RD STREET S 22ND STREET PARWKAY MARINA BAY 115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "CU" 99+50 SEE DRAWING C97 MATCHLINE "CU" 90+50 SEE BELOW MATCHLINE "CU" 81+50 SEE DRAWING C95 MATCHLINE "CU" 90+50 SEE ABOVE

IMPROVEMENT PLAN

CUTTING BOULEVARD
''CU'' 81+50 TO ''CU''
99+50
C96
96 BASE BID
424
CUTTING BOULEVARD S 24TH STREET S 24TH STREET S 25TH STREET S 26TH STREET S 26TH STREET CUTTING BOULEVARD S 27TH STREET S 28TH STREET S 28TH STREET S 29TH STREET S 29TH STREET 115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "CU" 117+50 SEE DRAWING C98 MATCHLINE "CU" 108+50 SEE BELOW MATCHLINE "CU" 99+50 SEE DRAWING C96 MATCHLINE "CU" 108+50 SEE ABOVE

IMPROVEMENT PLAN

CUTTING BOULEVARD
''CU'' 99+50 TO ''CU''
117+50
C97
97 BASE BID
425
S 30TH STREET S 31ST STREET SPRING STREET

SPRING STREET

CARLSON BOULEVARD

CUTTING BOULEVARD

CARLSON BOULEVARD

STEGE AVENUE
STEGE AVENUE S 34TH STREET S 35TH STREET S 36TH STREET

CUTTING BOULEVARD
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "CU" 117+50 SEE DRAWING C97 MATCHLINE "CU" 126+50 SEE ABOVE MATCHLINE "CU" 135+50 SEE DRAWING C99 MATCHLINE "CU" 126+50 SEE BELOW

IMPROVEMENT PLAN

CUTTING BOULEVARD
''CU'' 117+50 TO ''CU''
135+50
C98
98 BASE BID
426
S 37TH STREET S 37TH STREET S 38TH STREET S 39TH STREET BERK AVENUE CUTTING BOULEVARD S 41ST STREET

CUTTING BOULEVARD
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "CU" 135+50 SEE DRAWING C98 MATCHLINE "CU" 144+50 SEE ABOVE MATCHLINE "CU" 153+50 SEE DRAWING C100 MATCHLINE "CU" 144+50 SEE BELOW

IMPROVEMENT PLAN

CUTTING BOULEVARD
''CU'' 135+50 TO ''CU''
153+50
C99
99 BASE BID
427
S 45TH STREET S 45TH STREET CUTTING CIRCLE
CUTTING BOULEVARD S 49TH STREET S 49TH STREET S 50TH STREET

CUTTING BOULEVARD

CUTTING CIRCLE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "CU" 153+50 SEE DRAWING C99 MATCHLINE "CU" 162+00 SEE ABOVE MATCHLINE "CU" 171+00 SEE DRAWING C101 MATCHLINE "CU" 162+00 SEE BELOW

IMPROVEMENT PLAN

CUTTING BOULEVARD
''CU'' 153+50 TO ''CU''
171+00
C100
100

BASE BID
428
CUTTING BOULEVARD I-80
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026 MATCHLINE "CU" 171+00 SEE DRAWING C100

IMPROVEMENT PLAN

CUTTING BOULEVARD
''CU'' 171+00 TO ''CU''
177+05
C101
101

BASE BID
429

MARINA WAY SOUTH HALL AVENUE

MARINA WAY SOUTH

REGATTA BOULEVARD
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

MARINA WAY SOUTH
''MWS'' 9+50 TO ''MWS''
27+50
C102
102 MATCHLINE "MWS" 18+50 SEE BELOW MATCHLINE "MWS" 18+50 SEE ABOVE MATCHLINE "MWS" 27+50 SEE DRAWING C103 ADD ALTERNATE 2
430

MARINA WAY SOUTH
MARINA WAY SOUTH WRIGHT AVENUE HOFFMAN BOULEVARD I-580
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

MARINA WAY SOUTH
''MWS'' 27+50 TO ''MWS''
41+97
C103
103 MATCHLINE "MWS" 27+50 SEE DRAWING C102 MATCHLINE "MWS" 36+50 SEE BELOW MATCHLINE "MWS" 36+50 SEE ABOVE ADD ALTERNATE 2
431

CARLSON BOULEVARD TEHAMA AVENUE

CARLSON BOULEVARD

SANTA CLARA STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

CARLSON BOULEVARD
''CAR'' 9+50 TO ''CAR''
25+50
C104
104 MATCHLINE "CAR" 17+50 SEE BELOW
MATCHLINE "CAR" 17+50 SEE ABOVE
MATCHLINE "CAR" 25+50 SEE DRAWING C105

BASE BID
432

CARLSON BOULEVARD

SUTTER AVENUE

CARLSON BOULEVARD SACRAMENTO AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

CARLSON BOULEVARD
''CAR'' 25+50 TO ''CAR''
42+50
C105
105 MATCHLINE "CAR" 25+50 SEE DRAWING C104 MATCHLINE "CAR" 42+50 SEE DRAWING C106 MATCHLINE "CAR" 33+50 SEE BELOW MATCHLINE "CAR" 33+50 SEE ABOVE

BASE BID
433

CARLSON BOULEVARD EL DORADO AVENUE

CARLSON BOULEVARD COLUMBIA AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

CARLSON BOULEVARD
''CAR'' 42+50 TO ''CAR''
52+30
C106
106 MATCHLINE "CAR" 42+50 SEE DRAWING C105 MATCHLINE "CAR" 51+50 SEE BELOW MATCHLINE "CAR" 51+50 SEE ABOVE

BASE BID
434
SAN JOAQUIN STREET IMPERIAL AVENUE IMPERIAL AVENUE I-80

SAN JOAQUIN STREET
I-80
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

SAN JOAQUIN IMPERIAL
''SJ'' 9+50 TO ''SJ'' 25+50
C107
107 MATCHLINE "SJ" 16+50 SEE BELOW
MATCHLINE "SJ" 16+50 SEE ABOVE MATCHLINE "SJ" 25+50 SEE DRAWING C108 ADD ALTERNATE 2
435

SAN JOAQUIN STREET
I-80

SAN JOAQUIN STREET HUNTINGTON AVENUE
I-80
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

SAN JOAQUIN IMPERIAL
''SJ'' 25+50 TO ''SJ''
35+36
C108
108 MATCHLINE "SJ" 25+50 SEE DRAWING C107 MATCHLINE "SJ" 34+50 SEE BELOW MATCHLINE "SJ" 34+50 SEE ABOVE ADD ALTERNATE 2
436

IMPERIAL AVENUE CARLSON BOULEVARD
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN

SAN JOAQUIN IMPERIAL
''IM'' 9+50 TO ''IM'' 12+74
C109
109
ADD ALTERNATE 2
437

CENTRAL AVENUE

ISABEL STREET

CENTRAL AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

CENTRAL AVENUE
''CEN'' 9+50 TO ''CEN''
27+00
C110
110 MATCHLINE "CEN" 18+50 SEE BELOW
MATCHLINE "CEN" 18+50 SEE ABOVE
MATCHLINE "CEN" 26+50 SEE DRAWING C111
ADD ALTERNATE 2
438

CENTRAL AVENUE

RYDIN ROAD

CENTRAL AVENUE
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE: ISSUED FOR BIDS 07-17-2026

IMPROVEMENT PLAN

CENTRAL AVENUE
''CEN'' 27+00 TO ''CEN''
34+50
C111
111 MATCHLINE "CEN" 27+50 SEE DRAWING C110
ADD ALTERNATE 2
439

JACUZZI STREET

JACUZZI STREET
I-80
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN

JACUZZI STREET ''JA''
9+50 TO ''CEN'' 23+82
C112
112
ADD ALTERNATE 2
440

PIERCE STREET

PIERCE STREET
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

IMPROVEMENT PLAN

PIERCE STREET ''JA''
9+50 TO ''CEN'' 22+01
C113
113
ADD ALTERNATE 2
441
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026
CIVIL DETAILS 1
C114
114
442
115
2026 CITYWIDE

ARTERIAL BASE REPAIR

PROJECT

CITY OF RICHMOND
1003 W. Cutting Blvd., Suite 110
Point Richmond, CA 94804
(510) 215-3620 * Fax (510) 215-2898
DATE:

ISSUED
FOR BIDS 07-17-2026

UTILITY ADJUSTMENT
TABLE
C115
115
443
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 1 of 106 ends

Printed 09/30/2026
PlanetBids
444
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 2 of 106 ends

Printed 09/30/2026
PlanetBids
445
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 3 of 106 ends

Printed 09/30/2026
PlanetBids
446
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 4 of 106 ends

Printed 09/30/2026
PlanetBids
447
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 5 of 106 ends

Printed 09/30/2026
PlanetBids
448
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 6 of 106 ends

Printed 09/30/2026
PlanetBids
449
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 7 of 106 ends

Printed 09/30/2026
PlanetBids
450
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 8 of 106 ends

Printed 09/30/2026
PlanetBids
451
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 9 of 106 ends

Printed 09/30/2026
PlanetBids
452
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 10 of 106 ends

Printed 09/30/2026
PlanetBids
453
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 11 of 106 ends

Printed 09/30/2026
PlanetBids
454
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 12 of 106 ends

Printed 09/30/2026
PlanetBids
455
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 13 of 106 ends

Printed 09/30/2026
PlanetBids
456
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 14 of 106 ends

Printed 09/30/2026
PlanetBids
457
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 15 of 106 ends

Printed 09/30/2026
PlanetBids
458
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 16 of 106 ends

Printed 09/30/2026
PlanetBids
459
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 17 of 106 ends

Printed 09/30/2026
PlanetBids
460
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 18 of 106 ends

Printed 09/30/2026
PlanetBids
461
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 19 of 106 ends

Printed 09/30/2026
PlanetBids
462
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 20 of 106 ends

Printed 09/30/2026
PlanetBids
463
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 21 of 106 ends

Printed 09/30/2026
PlanetBids
464
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 22 of 106 ends

Printed 09/30/2026
PlanetBids
465
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 23 of 106 ends

Printed 09/30/2026
PlanetBids
466
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 24 of 106 ends

Printed 09/30/2026
PlanetBids
467
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 25 of 106 ends

Printed 09/30/2026
PlanetBids
468
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 26 of 106 ends

Printed 09/30/2026
PlanetBids
469
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 27 of 106 ends

Printed 09/30/2026
PlanetBids
470
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 28 of 106 ends

Printed 09/30/2026
PlanetBids
471
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 29 of 106 ends

Printed 09/30/2026
PlanetBids
472
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 30 of 106 ends

Printed 09/30/2026
PlanetBids
473
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 31 of 106 ends

Printed 09/30/2026
PlanetBids
474
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 32 of 106 ends

Printed 09/30/2026
PlanetBids
475
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 33 of 106 ends

Printed 09/30/2026
PlanetBids
476
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 34 of 106 ends

Printed 09/30/2026
PlanetBids
477
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 35 of 106 ends

Printed 09/30/2026
PlanetBids
478
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 36 of 106 ends

Printed 09/30/2026
PlanetBids
479
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 37 of 106 ends

Printed 09/30/2026
PlanetBids
480
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 38 of 106 ends

Printed 09/30/2026
PlanetBids
481
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 39 of 106 ends

Printed 09/30/2026
PlanetBids
482
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 40 of 106 ends

Printed 09/30/2026
PlanetBids
483
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 41 of 106 ends

Printed 09/30/2026
PlanetBids
484
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 42 of 106 ends

Printed 09/30/2026
PlanetBids
485
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 43 of 106 ends

Printed 09/30/2026
PlanetBids
486
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 44 of 106 ends

Printed 09/30/2026
PlanetBids
487
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 45 of 106 ends

Printed 09/30/2026
PlanetBids
488
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 46 of 106 ends

Printed 09/30/2026
PlanetBids
489
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 47 of 106 ends

Printed 09/30/2026
PlanetBids
490
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 48 of 106 ends

Printed 09/30/2026
PlanetBids
491
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 49 of 106 ends

Printed 09/30/2026
PlanetBids
492
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 50 of 106 ends

Printed 09/30/2026
PlanetBids
493
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 51 of 106 ends

Printed 09/30/2026
PlanetBids
494
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 52 of 106 ends

Printed 09/30/2026
PlanetBids
495
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 53 of 106 ends

Printed 09/30/2026
PlanetBids
496
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 54 of 106 ends

Printed 09/30/2026
PlanetBids
497
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 55 of 106 ends

Printed 09/30/2026
PlanetBids
498
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 56 of 106 ends

Printed 09/30/2026
PlanetBids
499
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 57 of 106 ends

Printed 09/30/2026
PlanetBids
500
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 58 of 106 ends

Printed 09/30/2026
PlanetBids
501
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 59 of 106 ends

Printed 09/30/2026
PlanetBids
502
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 60 of 106 ends

Printed 09/30/2026
PlanetBids
503
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 61 of 106 ends

Printed 09/30/2026
PlanetBids
504
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 62 of 106 ends

Printed 09/30/2026
PlanetBids
505
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 63 of 106 ends

Printed 09/30/2026
PlanetBids
506
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 64 of 106 ends

Printed 09/30/2026
PlanetBids
507
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 65 of 106 ends

Printed 09/30/2026
PlanetBids
508
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 66 of 106 ends

Printed 09/30/2026
PlanetBids
509
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 67 of 106 ends

Printed 09/30/2026
PlanetBids
510
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 68 of 106 ends

Printed 09/30/2026
PlanetBids
511
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 69 of 106 ends

Printed 09/30/2026
PlanetBids
512
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 70 of 106 ends

Printed 09/30/2026
PlanetBids
513
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 71 of 106 ends

Printed 09/30/2026
PlanetBids
514
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 72 of 106 ends

Printed 09/30/2026
PlanetBids
515
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 73 of 106 ends

Printed 09/30/2026
PlanetBids
516
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 74 of 106 ends

Printed 09/30/2026
PlanetBids
517
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 75 of 106 ends

Printed 09/30/2026
PlanetBids
518
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 76 of 106 ends

Printed 09/30/2026
PlanetBids
519
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 77 of 106 ends

Printed 09/30/2026
PlanetBids
520
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 78 of 106 ends

Printed 09/30/2026
PlanetBids
521
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 79 of 106 ends

Printed 09/30/2026
PlanetBids
522
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 80 of 106 ends

Printed 09/30/2026
PlanetBids
523
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 81 of 106 ends

Printed 09/30/2026
PlanetBids
524
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 82 of 106 ends

Printed 09/30/2026
PlanetBids
525
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 83 of 106 ends

Printed 09/30/2026
PlanetBids
526
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 84 of 106 ends

Printed 09/30/2026
PlanetBids
527
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 85 of 106 ends

Printed 09/30/2026
PlanetBids
528
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

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Printed 09/30/2026
PlanetBids
529
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

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Printed 09/30/2026
PlanetBids
530
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

Page 88 of 106 ends

Printed 09/30/2026
PlanetBids
531
City of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE, bidding on 09/10/2026 2:00 PM (PDT)

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Printed 09/30/2026
PlanetBids
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City of Richmond
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Port of Richmond
POINT POTRERO MARINE TERMINAL 2026 TERMINAL MAINTENANCE Bid Open 09.10.2026
ITEM DESCRIPTION QTY. UNIT Unit Price Bid Total Unit Price Bid Total Unit Price Bid Total Unit Price Bid Total 101 Mobilization/ Demobilization 1 LS $0 500,000 $500,000 $270,000.00 $270,000 450,000 $450,000 102 Remove Forklift 2 EA $0 4,000 $8,000 $2,892.24 $5,784 13,000 $26,000 103 Remove Boiler 1 EA $0 18,500 $18,500 $9,419.47 $9,419 12,500 $12,500 104 Remove Lights and Miscellaneous Concrete 1 LS $0 150,000 $150,000 $20,501.07 $20,501 23,000 $23,000 105 Remove Concrete Slab and Fencing 600 SF $0 50 $30,000 $11.95 $7,170 34 $20,400 106 Remove Miscellaneous Signs 3 EA $0 100 $300 $259.54 $779 2,200 $6,600 107 Pavement Repair 32,000 SF $0 12 $384,000 $4.81 $153,920 9 $272,000 108 New Asphalt Section 600 SF $0 24 $14,400 $17.05 $10,230 46 $27,600 109 Sinkhole Repair 400 SF $0 1 $400 $84.68 $33,872 77 $30,800 110 Asphalt Mill and Overlay 520 TON $0 10 $5,200 $304.47 $158,324 600 $312,000 111 Install Asphalt Berm 100 LF $0 97 $9,700 $200.95 $20,095 195 $19,500 112A Crack Seal Prior to Slurry Seal 45,000 LF $0 5 $225,000 $7.63 $343,350 1 $42,750 112 Slurry Seal 430,000 SY $0 3 $1,075,000 $3.36 $1,444,800 2 $838,500 113 Concrete to Asphalt Crack Seal 3,100 LF $0 23 $71,300 $12.84 $39,804 15 $48,019 114 Thermoplastic Marking and Delineation 1 LS $0 140,000 $140,000 $114,365.06 $114,365 90,050 $90,050 115 Paint Marking and Delineation 1 LS $0 500,000 $500,000 $595,767.44 $595,767 712,000 $712,000 116 Markers and Delineators 1 LS $0 11,000 $11,000 $9,499.36 $9,499 4,575 $4,575 117 Install Roadway Signs 3 EA $0 250 $750 $1,055.84 $3,168 625 $1,875 118 Replace Storm Drain Grate 1 EA $0 2,500 $2,500 $1,282.71 $1,283 6,500 $6,500 119 Install Drain Inlets 3 EA $0 3,500 $10,500 $16,107.58 $48,323 39,000 $117,000 120 Slip Line Storm Drain 800 LF $0 500 $400,000 $576.44 $461,152 480 $384,000 121 Install Sanitary Sewer Manhole 1 EA $0 15,000 $15,000 $38,892.30 $38,892 67,000 $67,000 122 Install Sewer Shut off Valve 1 EA $0 25,000 $25,000 $6,787.99 $6,788 58,000 $58,000 123 Cap Water Line and Install 2" Service 4 EA $0 8,000 $32,000 $5,860.45 $23,442 10,000 $40,000 124 Remove Gate Valve and Install Ball Valve 1 EA $0 5,000 $5,000 $1,545.64 $1,546 23,500 $23,500 125 Install Underground 12" Water Valve 1 EA $0 28,000 $28,000 $26,375.15 $26,375 49,000 $49,000 125B Remove and Replace Underground 12" Water Valve1 EA $0 25,000 $25,000 $26,976.50 $26,977 57,000 $57,000 126 Install Underground 4" Water Valve 4 EA $0 5,000 $20,000 $4,889.64 $19,559 22,500 $90,000 127 Install Water Meter Box 3 EA $0 3,500 $10,500 $1,357.76 $4,073 19,500 $58,500 128 Meter and Communication Equipment
Supply and Commissioning Agent 1 ALLOW $0 308,498 $308,498 $308,498.00 $308,498 308,498 $308,498 129A Electrical Metering System Installation 1 LS 77000 $77,000 300,000 $300,000 $108,024.68 $108,025 347,000 $347,000 129B Water Metering System Installation 1 LS $0 180,000 $180,000 $149,662.24 $149,662 350,000 $350,000 129C Communication and Infrastructure Installation 1 LS $0 280,000 $280,000 $85,299.39 $85,299 500,000 $500,000 130 Deferred Current Sensor Replacement 44 EA 1545 $67,980 980 $43,120 $2,004.61 $88,203 4,787 $210,628 131 Deferred Water Meter Replacement 9 EA $0 4,500 $40,500 $7,310.63 $65,796 23,000 $207,000 132 Install Building Ladder and Cage 2 EA $0 18,500 $37,000 $20,049.60 $40,099 59,000 $118,000 133 Replace Rollup Door 1 EA $0 30,000 $30,000 $18,633.34 $18,633 56,247 $56,247 134 Install Outdoor Table and Chairs 1 EA $0 6,500 $6,500 $6,249.95 $6,250 24,000 $24,000 135 Install Osprey Pole and Nest 3 EA $0 18,500 $55,500 $23,694.28 $71,083 38,500 $115,500 136 Install Large Fender 7 EA $0 2,500 $17,500 $5,994.72 $41,963 5,000 $35,000 137 Install Small Fender 4 EA $0 2,500 $10,000 $2,930.50 $11,722 4,500 $18,000 138 Install Solar Light 14 EA 10979 $153,706 14,500 $203,000 $15,436.57 $216,112 10,979 $153,706 139 Install Intepretative Panel 1 EA $0 3,000 $3,000 $1,226.96 $1,227 9,200 $9,200 140 Install Chainlink Fence and Gate 95 LF $0 60 $5,700 $401.14 $38,108 350 $33,250 141 Tree Removal 1 EA $0 10,000 $10,000 $4,249.22 $4,249 13,000 $13,000 142 Midwest Guardrail System 275 LF $0 95 $26,125 $91.34 $25,119 100 $27,500 143 End Anchor Assembly (Type SFT-M) 2 EA $0 2,600 $5,200 $2,606.23 $5,212 3,975 $7,950 144 Supplemental Work * 1 Allow $0 200,000 $200,000 $200,000.00 $200,000 200,000 $200,000 Itemized Value $298,686 $5,478,693 $5,384,517.70 $6,623,148 Stated As $298,700 $5,478,693 $5,384,508.70 $6,623,148
Bid Result with Richmond Incentive
Dynamo Argonaut Constructors
$298,686 $5,204,758 $5,384,518 $6,623,148
Non Responsive Richmond Business Non Local Non Local
APPARENT LOW BID: WR Forde
Antionch Richmond Moraga Santa Rosa
Lucas Electrical WR Forde
550
Reso. No. _____

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RESOLUTION NO. ______

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF RICHMOND, CALIFORNIA, APPROPRIATING $1,528,693 TO THE PORT’S FISCAL YEAR 2026-27 BUDGET, AUTHORIZING THE TRANSFER OF PORT FUNDS TO PROJECT CODE 36012, AND APPROVING A CONTRACT WITH W.R. FORDE ASSOCIATES, INC., IN AN AMOUNT NOT TO EXCEED $5,478,693 FOR THE 2026 POINT POTRERO MARINE TERMINAL MAINTENANCE PROJECT.

WHEREAS, the City of Richmond owns and operates the Point Potrero Marine Terminal ("PPMT"), which requires rehabilitation of pavement, storm drainage, utility metering, lighting, and fire water systems to support continued safe and secure terminal operations; and WHEREAS, the 2026 Point Potrero Marine Terminal Maintenance Project includes pavement sealing and repair, storm drain improvements, striping and delineation, LED and solar lighting, electrical and water metering and communication infrastructure, water and fire water valve replacement, and related site improvements; and
WHEREAS, the City advertised the Project through its Bids Online system on August 11, 2026, conducted a pre-bid meeting on August 17, 2026, and received four sealed bids on September 10, 2026; and
WHEREAS, W.R. Forde Associates, Inc. is a Richmond-based business that qualifies for the City's five-percent local bidder preference under the Richmond Business Opportunity Ordinance, resulting in an evaluated bid of $5,204,758.35 and making W.R. Forde Associates, Inc., the lowest responsive and responsible bidder; and
WHEREAS, the contract amount is based on W.R. Forde Associates, Inc.'s submitted bid of $5,478,693; and
WHEREAS, sufficient funds are available in the approved Fiscal Year 2026-2027 Port Budget in the amount of $3,950,000 under Account String 40163080-400708, within Project Codes 36009, 36012, and 36036, and an appropriation of $1,528,693 to the Port Budget for Fiscal Year 2026-2027 under Account String 40163080-400708, Project Code 36012, will provide total funding of $5,478,693 for the contract, with no impact on the General Fund; and
WHEREAS, the term of the Contract shall continue until the City determines that construction maintenance is complete, unless the City elects to terminate the Contract earlier in accordance with its terms; and
WHEREAS, the Project consists of repair, maintenance, and minor alteration of existing terminal facilities, involves negligible or no expansion of existing use, and is categorically exempt from the California Environmental Quality Act pursuant to CEQA Guidelines Section 15301 (Existing Facilities).

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Richmond, California, as follows:

1. The above recitals are true and correct and are incorporated herein by reference.

2. The City Council hereby appropriates $1,528,693 from the Port’s cash account to the Port’s Fiscal Year 2026-2027 Budget and authorizes the transfer of funds available under Account String 40163080-400708 within Project Codes 36009, 36012, and 36036 to Project Code 36012, resulting in total funding of $5,478,693 in Project Code 36012 for the 2026 Point Potrero Marine Terminal Maintenance Project.

3. The City Council awards and approves a three-year construction contract with W.R. Forde Associates, Inc., as the lowest responsive and responsible bidder, for the 2026 Point Potrero Marine Terminal Maintenance Project in an amount not to exceed $5,478,693.

4. The City Council hereby authorizes any necessary amendments.

5. This Resolution shall take effect immediately upon its passage and adoption. 551
Reso. No. _____

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******************
***THE CLERK'S OFFICE WILL COMPLETE THE INFORMATION BELOW**** I certify that the foregoing resolution was passed and adopted by the City Council of the City of Richmond at a regular meeting thereof held on Mmmm dd, yyyy, by the following vote:

AYES:

NOES:

ABSTENTIONS:

ABSENT:
________________________________

CLERK OF THE CITY OF RICHMOND
(SEAL)
Approved:
________________________________
Mayor
Approved as to form:
________________________________
City Attorney
State of California }
County of Contra Costa : ss.

City of Richmond }
I certify that the foregoing is a true copy of Resolution No. _____, finally passed and adopted by the City Council of the City of Richmond at a regular meeting held on Mmmm dd, yyyy. ________________________________
Pamela Christian, Clerk of the City of Richmond
552

CITY OF RICHMOND

STANDARD CONTRACT
Department: City Project Manager:

City Project Manager E-mail: City Project Manager Phone No:

Vendor No: Contract No:

Description of Services:

The parties to this STANDARD CONTRACT do mutually agree and promise as follows:

1. Parties. The parties to this Contract are the City of Richmond, a municipal corporation (“the City”), and the following named Contractor:

Contractor Name:

Street Address:

City, State, Zip Code:

Contact Person:

Telephone: Email:

Business License No:
☐ A California corporation, ☐ limited liability corporation ☐ general partnership, ☐ limited partnership, ☐ individual, ☐ non-profit corporation, ☐ individual dba as [specify:] ____________________ ☐ other [specify:] _______________________________

2. Term. The effective date of this Contract is _______________________ and terminates _________________ unless terminated earlier as set forth herein.

3. Payment Limit. City’s total payments to Contractor under this Contract shall not exceed $______________ (“Contract Payment Limit”) unless a Contract Amendment has been approved by the City Council or City Manager. If this amount includes a contingency, Contractor acknowledges that any use of such contingency shall be for work beyond the original scope of services and requires prior written authorization by the City. If noted below, Compensation for work done under this Contract, shall not exceed as follows:

FY _________ total compensation shall not exceed $_________________ FY _________ total compensation shall not exceed $_________________ FY _________ total compensation shall not exceed $_________________

4. Contractor’s Obligations. Contractor agrees to perform all work at its own cost and expense, to furnish all labor, tools, equipment, materials, except as otherwise specified, in accordance with the Service Plan set forth in Exhibit A, attached hereto and incorporated herein.

5. City Obligations. City shall make payments to the Contractor in accordance with the Payment Provisions set forth in Exhibit B, attached hereto and incorporated herein.

Port Charles Gerard [email protected] (510) 620-6792 2026 Point Potrero Terminal Maintenance
WR Forde Associates Inc. 984 Hensley Street Richmond, CA 94801 Candace Clapp (510) 215-9867 [email protected] October 15, 2026 October 14, 2029 5,478,693.00 553

6. Authorized Representatives and Notices. This Contract is subject to the Authorized Representatives and Notices Provisions (Exhibit C), attached hereto and incorporated herein.

7. General Conditions. This Contract is subject to the General Conditions (Exhibit D), which are attached hereto and incorporated herein.

8. Special Conditions. This Contract is subject to the Special Conditions (Exhibit E) (if any), which are attached hereto and incorporated herein.

9. Insurance Provisions. This Contract is subject to the Insurance Provisions (Exhibit F), which are attached hereto and incorporated herein.

10. Sanctuary City Compliance Statement. This Contract is subject to the Sanctuary City Compliance Statement (Exhibit G), which is attached hereto and incorporated herein.

11. Signatures. These signatures attest the parties' agreement hereto:

CITY OF RICHMOND,
a municipal corporation [BUSINESS NAME]
(* The Corporation Chairperson of the Board, President, or Vice President should sign below)
By: _________________________ By: ___________________________ Title: ________________________ Title: __________________________ Date Signed: _________________ Date Signed: ___________________ I hereby certify that this Contract (* The Corporation Chief Financial Officer or Assistant has been approved by City Council Treasurer, or Secretary or Assistant Secretary should or the City Manager. sign below)
By: _________________________ By: ___________________________ City Clerk Title: __________________________
Date Signed: ____________________
Approved as to form:
(NOTE: Pursuant to California Corporations Code Section By: _________________________ 313, if Contractor is a corporation or nonprofit organization, City Attorney this Contract (1) must be signed by (a) the Chairperson of the Board, President, or Vice-President and (b) the
Chief Financial Officer or Assistant Treasurer, or
Secretary or Assistant Secretary)
LIST OF ATTACHMENTS:

Service Plan Exhibit A
Payment Provisions Exhibit B
Authorized Representatives and Notices Exhibit C
General Conditions Exhibit D
Special Conditions Exhibit E
Insurance Provisions Exhibit F
Sanctuary City Compliance Statement Exhibit G
WR Forde Associates Inc.
554
Contract No: ________ For the Contract between the City of Richmond and
_____________________________

EXHIBIT A

SERVICE PLAN
Contractor shall, to the satisfaction of the Project Manager (set forth in Exhibit B), perform the following services and be compensated as outlined below [or attach service plan if necessary]:

WR Forde Associates Inc.

Complete pavement, utility, and meter improvements consistent with the bid proposal attached in Exhibit A, and the Plans and Specifications dated August 2026 and subsequent addenda incorporated in Exhibit E.
555
556
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559
560
561
562
563
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581
Contract No: ________ For the Contract between the City of Richmond and
_____________________________

EXHIBIT B

PAYMENT PROVISIONS

1. COMPENSATION TO CONTRACTOR:
a. Provided Contractor is not in default under this Contract, Contractor shall be compensated in the manner set forth herein.
b. All payments made pursuant to this Contract shall be subject to the Contract Payment Limit. The Payment Limit includes expenses (phones, photocopying, meals and travel, etc.). Invoices shall be adequately detailed, based on accurate records, and be in a form reasonably satisfactory to the City. Contractor may be required to provide back-up material upon request. c. All City vendors receiving new contracts shall sign up to receive electronic payments through the City’s Automated Clearinghouse (ACH) payments service/provider.

2. SUBMISSION OF INVOICES:

Contractor shall submit timely invoices by email to
[email protected] and/or to the following address:

Attention: City of Richmond Finance/Account Payable
Project Manager: _______________________
P.O. Box 4046
Richmond, CA 94804

3. All invoices that are submitted by Contractor shall be subject to the approval of the City Project Manager, _______________________, before payments shall be authorized.
a. The City will pay invoice(s) within 45 days after completion of services to the City’s satisfaction. The City shall not pay late fees or interest.
b. All appropriate permits, certificates, and licenses, including a City business license shall be obtained and maintained for the duration of this Contract before any payment is authorized.

4. All insurance coverage required by this Contract shall be provided by the Contractor before this Contract is executed by the City. The insurance coverage required by this Contract shall be maintained by Contractor for the duration of this Contract and must be in place before any payment is authorized.

Charles Gerard Charles Gerard WR Forde Associates Inc.
582
Contract No: ________ For the Contract between the City of Richmond and
_____________________________

EXHIBIT C

AUTHORIZED REPRESENTATIVES AND NOTICES

1. All required written notices shall be delivered: (i) by hand; or (ii) sent by registered, express, or certified mail, with return receipt requested or with delivery confirmation requested from the U.S. postal service; or (iii) sent by overnight or same day courier service at the party’s respective address listed in this Section.

2. Each notice shall be deemed to have been received on the earlier to occur of:
actual delivery or the date on which delivery is refused; or three (3) days after notice is deposited in the U.S. mail or with a courier service in the manner described above (Sundays and City holidays excepted).

3. Either party may, at any time, change its notice address (other than to a post office box address) by giving the other party three (3) days prior written notice of the new address.

4. All notices, demands, requests, or approvals from Contractor to the City shall be addressed to the City at:

City of Richmond
450 Civic Center Plaza
Richmond, CA 94804
Email: ________________________________________________

5. All notices, demands, requests, or approvals from the City to Contractor shall be addressed to Contractor at:

Attn:

Email: ________________________________________________ Charles Gerard [email protected] WR Forde Associates Inc. WR Forde Associates Inc. 984 Hensley Street Richmond, CA 94801 [email protected] Candace Clapp 583
Contract No: ________ For the Contract between the City of Richmond and
_____________________________

EXHIBIT D

GENERAL CONDITIONS

1. INDEPENDENT PARTIES:

Contractor hereby declares that Contractor is engaged as an independent business and Contractor agrees to perform the services as an independent contractor.

The manner and means of conducting the services and tasks are under the control of Contractor except to the extent they are limited by statute, rule or regulation and the express terms of this Contract. No civil service status or other right of employment will be acquired by virtue of Contractor’s services. None of the benefits provided by the City to its employees, including but not limited to unemployment insurance, workers’ compensation plans, vacation and sick leave, are available from the City to Contractor, its employees or agents. Deductions shall not be made for any state or federal taxes, FICA payments, PERS payments, or other purposes normally associated with an employer-employee relationship from any compensation due to Contractor. Payments of the above items, if required, are the responsibility of Contractor.

2. TIME IS OF THE ESSENCE:

Contractor and the City agree that time is of the essence regarding the performance of this Contract.

3. STANDARD OF CARE:

Contractor agrees to perform all services hereunder in a manner commensurate with the prevailing standards of like professionals or service Contractors, as applicable, in the San Francisco Bay Area and agrees that all services shall be performed by qualified and experienced personnel who are not employed by the City.

4. IMMIGRATION REFORM AND CONTROL ACT (IRCA):

Contractor assumes all responsibility for verifying the identity and employment authorization of all of its employees performing work hereunder, pursuant to all applicable IRCA or other federal, or state rules and regulations. Contractor shall indemnify, defend, and hold the City harmless from and against any loss, damage, liability, costs or expenses arising from any noncompliance of this provision by Contractor.

5. NON-DISCRIMINATION:

Consistent with the City’s policy and state and federal law that harassment and discrimination are unacceptable conduct, Contractor and its employees, contractors, and agents shall not harass or discriminate against any job applicant, City employee, or any other person on the basis of any kind of any statutorily (federal, state or local) protected class, including but not limited to: race, religious creed, color, national origin, ancestry, WR Forde Associates Inc.
584
Contract No: ________ For the Contract between the City of Richmond and
_____________________________
disability (both mental and physical) including HIV and AIDS, medical condition (e.g. cancer), genetic information, marital status, sex, gender, gender identity, gender expression, age, sexual orientation, pregnancy, political affiliation, military and veteran status or legitimate union activities. Contractor agrees that any violation of this provision shall constitute a material breach of this Contract.

6. CITY PROPERTY:
a. Each and every report, draft, work product, map, record, applicable plans, drawings, calculation, data, specification, video, graphic, or any other material or document produced, prepared or caused to be prepared by Contractor pursuant to or in connection with this Contract shall be the exclusive property of the City. b. Notwithstanding the foregoing, Contractor shall not be obligated to provide to City proprietary software or data which Contractor has developed or had developed for Contractor's own use; provided, however, that Contractor shall, pursuant to Section 11 below, indemnify, defend and hold the City harmless from and against any discovery or Public Records Act request seeking the disclosure of such proprietary software or data. c. No report, information or other data given to or prepared or assembled by Contractor pursuant to this Contract shall be made available to any individual or organization by Contractor without prior approval of the City Manager or their designee. d. Contractor shall, at such time and in such form as City Manager or their designee may require, furnish reports concerning the status of services and tasks required under this Contract.

7. RECORDS:
a. Contractor shall maintain complete and accurate records with respect to the services, tasks, work, documents and data in sufficient detail to permit an evaluation of Contractor’s performance under the Contract, as well as maintain books and records related to sales, costs, expenses, receipts and other such information required by the City that relate to the performance of the services and tasks under this Contract (collectively the “Records”).
b. All Records shall be maintained in accordance with generally accepted accounting principles and shall be clearly identified and readily accessible. Contractor shall provide free access to the Records to the representatives of the City or its designees during regular business hours upon reasonable prior notice. The City has the right to examine and audit the Records, and to make copies or transcripts therefrom as necessary, and to allow inspection of all proceedings and activities related to this Contract. Such Records, together with supporting documents, shall be kept separate from other documents and records and shall be maintained by Contractor for a period of five (5) years after receipt of final payment.

WR Forde Associates Inc.
585
Contract No: ________ For the Contract between the City of Richmond and
_____________________________
c. If supplemental examination or audit of the Records is necessary due to concerns raised by the City’s preliminary examination or audit of records, and the City’s supplemental examination or audit of the records discloses a failure to adhere to appropriate internal financial controls, or other breach of this Contract or failure to act in good faith, then Contractor shall reimburse the City for all reasonable costs and expenses associated with the supplemental examination or audit.

8. PERMITS AND LICENSES:

Contractor, at its sole expense, shall obtain and maintain during the term of this Contract, all appropriate permits, certificates and licenses, including a City business license, required in connection with the performance of the services and tasks hereunder.

The failure to obtain such permits and licenses shall be a material breach of this Contract and grounds for immediate termination by City; provided, however, that City may waive the business license requirement in writing under unusual or extraordinary circumstances without necessitating any modification of this Contract to reflect such waiver.

9. TERMINATION:
a. Termination Without Default. Notwithstanding any provision herein to the contrary, the City may, in its sole and absolute discretion and without cause, terminate this Contract at any time prior to completion by Contractor of the project or services hereunder immediately upon transmission of written notice to Contractor as provided in Exhibit C “Authorized Representatives and Notices”.
b. Termination in the Event of Default. Should Contractor fail to perform any of its obligations hereunder, within the time and in the manner provided or otherwise violate any of the terms of this Contract, City may immediately terminate this Contract by giving written notice of such termination, stating the reasons for such termination. Contractor shall be compensated as provided in Exhibit B; provided, however, there shall be deducted from such amount the amount of damage, including attorney's fees, expert witness fees and costs, if any, sustained by City by virtue of Contractor's breach of this Contract. Additionally, in the event of such termination, the City may proceed with the work in any reasonable manner it chooses.

10. CONFLICT OF INTEREST:

Contractor acknowledges, represents and warrants that Contractor shall avoid all conflicts of interest (as defined under any federal, state or local statute, rule or regulation, or at common law) with respect to this Contract. Contractor further acknowledges, represents and warrants that no City official or employee has any economic interest, as defined in Title 2, California Code of Regulations §§ 18703.1 through 18703.5, with Contractor that would invalidate this Contract. Contractor acknowledges that in the event that Contractor shall be found by any judicial or administrative body to have any conflict of interest (as defined above) with respect to this Contract, all consideration received under WR Forde Associates Inc.
586
Contract No: ________ For the Contract between the City of Richmond and
_____________________________
this Contract shall be forfeited and returned to City forthwith. This provision shall survive the termination of this Contract for one (1) year.

11. HOLD HARMLESS:
a. To the fullest extent permitted by law, Contractor shall indemnify, defend (with counsel acceptable to the City) and hold harmless the City, its City Council, boards, commissions, officials, employees, agents and volunteers (“Indemnitees”) from and against any and all loss, damages, liability, obligations, claims, suits, judgments, costs and expenses whatsoever, including attorney’s fees and costs of litigation (“Claims”), arising from or in any manner connected to Contractor’s performance of its obligations under this Contract or failure to comply with any of its obligations under this Contract or out of the operations conducted by Contractor even if the City is found to have been negligent. If the Claims filed against Indemnitees allege negligence, recklessness or willful misconduct on the part of Contractor, Contractor shall have no right of reimbursement against Indemnitees for the costs of defense even if negligence, recklessness or willful misconduct is not found on the part of Contractor. Contractor shall not have any obligations to indemnify Indemnitees if the loss or damage is found to have resulted solely from the negligence or the willful misconduct of the City. The defense and indemnification obligations of this Contract are undertaken in addition to, and shall not in any way be limited by, the insurance obligations contained in this Contract. b. This indemnification obligation shall survive this Contract and shall not be limited by any term of any insurance policy required under this Contract; provided however, that if this Contract is for design professional services, this indemnity provision is limited to claims that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the design professional (as defined in California Civil Code section 2782.8).

12. LIMITATIONS UPON SUBCONTRACTING AND ASSIGNMENT:
a. This Contract binds the heirs, successors, assigns and representatives of Contractor. The Contractor shall not enter into subcontracts for any work contemplated under this Contract and shall not assign this Contract, nor any portion hereof or monies due or to become due, without the prior written consent of the City Council or its designee.
b. Contractor shall not assign, sublease, hypothecate, or transfer this Contract, or any interest therein, directly or indirectly, by operation of law or otherwise, without prior written consent of the City Manager. Contractor shall submit a written request for consent to transfer to the City Manager at least thirty (30) days in advance of the desired transfer.

The City Manager or their designee may consent or reject such request in their sole and absolute discretion. Any attempt to do so without said consent shall be null and void, and any assignee, sublessee, hypothecate or transferee shall acquire no right or interest by reason of such attempted assignment, hypothecation or transfer. However, claims for WR Forde Associates Inc.
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money against the City under this Contract may be assigned by Contractor to a bank, trust company or other financial institution without prior written consent. c. The sale, assignment, transfer or other disposition of any of the issued and outstanding capital stock of Contractor (if applicable), or of the interest of any general partner or joint venturer or syndicate member if Contractor is a partnership or jointventure or syndicate, which shall result in a change of control of Contractor, shall be deemed an assignment. For this purpose, control shall mean fifty percent or more of the voting power or twenty-five percent or more of the assets of the corporation, partnership or joint-venture.
d. Only those persons and/or businesses whose names and resumés are attached to this Contract shall be used in the performance of this Contract. However, if after the start of this Contract, Contractor wishes to use sub-contractors, at no additional costs to the City, then Contractor shall submit a written request for consent to add subcontractors including the names of the sub-contractors and the reasons for the request to the City Manager at least five (5) days in advance. The City Manager may consent or reject such requests in their sole and absolute discretion. e. Each sub-contractor shall be required to furnish proof of workers’ compensation insurance and shall also be required to carry general, automobile and professional liability insurance (as applicable) in reasonable conformity to the insurance carried by Contractor.
f. In addition, any tasks or services performed by sub-contractors shall be subject to each provision of this Contract. Contractor shall include the following language in their Contract with any sub-contractor: “Sub-Contractors hired by Contractor agree to be bound to Contractor and the City in the same manner and to the same extent as Contractor is bound to the City.”
g. The requirements in this Section 12 shall not apply to persons who are merely providing materials, supplies, data or information that Contractor then analyzes and incorporates into its work product.

13. SAFETY:
a. Contractor acknowledges that the City is committed to the highest standards of workplace safety. Contractor will be solely and completely responsible for conditions of all vehicles owned or operated by Contractor, including the safety of all persons and property during performance of the services and tasks under this Contract.

Contractor shall assume sole and complete responsibility for the safety of Contractor's employees and any of subcontractor's employees This requirement will apply continuously and not be limited to normal working hours. In addition, Contractor will comply with all safety provisions in conformance with U.S. Department of Labor Occupational Safety and Health Act, any equivalent state law, and all other applicable WR Forde Associates Inc.
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federal, state, county and local laws, ordinances, codes, and any regulations that may be detailed in other parts of the Contract. Where any of these are in conflict, the more stringent requirements will be followed. Contractor’s failure to thoroughly familiarize itself with the aforementioned safety provisions will not relieve it from compliance with the obligations and penalties set forth herein.
b. Contractor will immediately notify the City (in no event less than 24 hours) of any incident of death, serious personal injury or substantial property damage that occurs in connection with the performance of this Contract. Contractor will promptly submit to the City a written report of all incidents that occur in connection with this Contract. This report must include the following information: (i) name and address of injured or deceased person(s); (ii) name and address of Contractor’s employee(s) involved in the incident; (iii) name and address of Contractor’s liability insurance carrier; (iv) a detailed description of the incident; and (v) a police report.
c. Contractor acknowledges that the City shall have the right to impose, at the City’s sole discretion, requirements that it deems are necessary to protect the health and safety of the City employees, residents, and visitors. Contractor agrees to comply with all such requirements, including, but not limited to, mandatory vaccinations, the use of personal protective equipment (e.g. masks), physical distancing, and health screenings.

Contractor also agrees to make available to the City, at the City’s request, records to demonstrate Contractor’s compliance with this Section.

14. INSURANCE:

Insurance requirements are set forth in Exhibit F to this Contract. Contractor shall abide by the insurance requirements set forth in said Exhibit F.

15. COMPLIANCE WITH ALL APPLICABLE LAWS:
a. During the term of this Contract, Contractor shall keep fully informed of all existing and future state and federal laws and all municipal ordinances and regulations of the City of Richmond which affect the manner in which the services or tasks are to be performed by Contractor, as well as all such orders and decrees of bodies or tribunals having any jurisdiction or authority over the same. Contractor shall comply with all applicable laws, state and federal and all ordinances, rules and regulations enacted or issued by the City. Compliance under this provision includes compliance with all provisions of the Richmond Municipal Code ("Municipal Code"), including Chapters 2.50,

2.52, 2.56, and 2.60, if applicable.
b. Contractor acknowledges that under § 2.60.070 of the Municipal Code ("Living Wage Ordinance"), Contractor is required to provide the City with documents and information verifying its compliance with the Living Wage Ordinance. Contractor shall notify each of its affected employees with regards to the wages that are required to be paid pursuant to the Living Wage Ordinance as prescribed in § 2.60.070 of the Municipal Code.

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c. Contractor shall comply with § 2.28.030 of the Municipal Code, obligating every Contractor or sub-Contractor under an agreement or sub-agreement with the City for public works, goods or services to refrain from discriminatory employment or practices on the basis of race, color, sex, sexual orientation, religious creed, national origin or ancestry of any employee, any applicant for employment or any potential sub-contractor. d. Contractor acknowledges that the City’s Drug Free Workplace Policy, Violence in the Workplace Policy and the Policy Against Workplace Harassment, are available on the City’s website at http://www.ci.richmond.ca.us/workplacepolicies.

Contractor agrees to abide by the terms and conditions of said policies.

16. INTEGRATED CONTRACT:

The Recitals and exhibits are a material part of this Contract and are expressly incorporated herein. This Contract represents the full and complete understanding of every kind or nature whatsoever between the parties hereto, and all preliminary negotiations and agreements of whatsoever kind or nature are merged herein. No verbal agreement or implied covenant shall be held to vary the provisions hereof. Any modification of this Contract will be effective only by written execution signed by both the City and Contractor.

17. CONFLICTING PROVISIONS:

In the event of a conflict between these General Conditions and those of any Exhibit or attachment hereto, these General Conditions shall prevail; provided, however, that any Special Condition as set forth in Exhibit E shall prevail over these General Conditions. In the event of a conflict between the terms and conditions of any two or more Exhibits or attachments hereto, those prepared by City shall prevail over those prepared by the Contractor, and the terms and conditions preferred by the City shall prevail over those preferred by the Contractor.

18. FORCE MAJEURE:

Neither party hereto shall be considered in default in the performance of its obligations hereunder to the extent that the performance of such an obligation is prevented or delayed by reason of acts of God, strikes, boycotts, lock-outs, inability to procure materials not related to the price thereof, failure of power, restrictive governmental laws and regulations enacted after the date of this Contract, riots, civil unrest, acts of terrorism, insurrection, war, declaration of a state or national emergency or other reasons of a like nature not within the reasonable control of such party.

19. CONFLICT OF LAW:

This Contract shall be interpreted under, and enforced by the laws of the State of WR Forde Associates Inc.
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California without regard to any choice of law rules which may direct the application of laws of another jurisdiction. The Contract and obligations of the parties are subject to all valid laws, orders, rules, and regulations of the authorities having jurisdiction over this Contract (or the successors of those authorities). Any suits brought pursuant to this Contract shall be filed with the courts of the County of Contra Costa, State of California.

20. CLAIMS:

Any claim by Contractor against City hereunder shall be subject to Government Code §§ 800 et seq. The claims presentation provisions of said Act are hereby modified such that the presentation of all claims hereunder to the City shall be waived if not made within six months after accrual of the cause of action.

21. INTERPRETATION:

This Contract shall be interpreted as if drafted by both parties.

22. WARRANTY:

If any product is be provided to the City as part of this Contract, Contractor warrants as follows: Contractor possesses good title to the product and the right to transfer the product to City; the product shall be delivered to the City free from any security interest or other lien; the product meets any specifications contained herein; the product shall be free from material defects in materials and workmanship under normal use for a period of one (1) year from the date of delivery; and the product shall be fit for its intended purpose(s). Notwithstanding the foregoing, consumable and maintenance items (such as light bulbs and batteries) shall be warranted for a period of one hundred and eighty (180) days from the date of delivery. All repairs during the warranty period shall be promptly performed by Contractor, at Contractor's expense, including shipping.

23. SEVERABILITY:

In the event that any of the provisions or portions or applications thereof of this Contract are held to be unenforceable or invalid by any court of competent jurisdiction, City and Contractor shall negotiate an equitable adjustment in the provisions of the Contract with a view toward effecting the purpose of this Contract, and the validity and enforceability of the remaining provisions or portions or applications thereof, shall not be affected thereby.

24. AUTHORITY:

City warrants and represents that the signatory hereto (the Mayor of the City of Richmond or the City Manager) is duly authorized to enter into and execute this Contract on behalf of City. The party signing on behalf of Contractor warrants and represents that they are duly authorized to enter into and execute this Contract on behalf of Contractor, WR Forde Associates Inc.
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and shall be personally liable to City if they are not duly authorized to enter into and execute this Contract on behalf of Contractor.

25. WAIVER:

The waiver by City of any breach of any term or provision of this Contract shall not be construed as a waiver of any subsequent breach. Inspections or approvals, or statements by any officer, agent or employee of the City relating to the Contractor’s performance, or payment therefore, or any combination of these acts, shall not relieve the Contractor’s obligation to fulfill this Contract as prescribed; nor shall the City be thereby stopped from bringing any action for damages or enforcement arising from any failure to comply with any of the terms and conditions of this Contract.

26. COUNTERPARTS:

This Contract may be executed in any number of counterparts (including by fax, PDF, DocuSign, or other electronic means), each of which shall be deemed an original, but all of which shall constitute one and the same instrument.

27. SANCTUARY CITY CONTRACTING ORDINANCE (SCCO):

The Richmond Sanctuary City Contracting Ordinance No. 12-18 prohibits the City from granting and or retaining contracts with any person or entity that provides Data Broker or Extreme Vetting services to the U.S. Immigration and Customs Enforcement Division of the United States Department of Homeland Security (“ICE”). Contractor must submit the Sanctuary City Compliance Statement, attached hereto as Exhibit G.

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EXHIBIT E

SPECIAL CONDITIONS
The General Conditions are hereby amended to include the following modifications and/or provisions (if applicable, otherwise please state “NONE”):

WR Forde Associates Inc.

All terms, conditions, requirements, specifications, provisions, and representations contained in the Notice to Contractors, Bid Proposal, Special and Technical Provisions; all Addenda issued, and the Plans, are hereby incorporated by reference into the Agreement and made a part thereof as though fully set forth herein.
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City of Richmond 2026 Terminal Maintenance

CITY OF RICHMOND

PORT DEPARTMENT
_______________________________-
_______________________________________________

NOTICE TO CONTRACTORS

BID PROPOSAL
AND

SPECIAL AND TECHNICAL PROVISIONS
FOR

POINT POTRERO MARINE TERMINAL
2026 TERMINAL MAINTENANCE
August 2026
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POINT POTRERO MARINE TERMINAL
2026 TERMINAL MAINTENANCE
The special provisions contained herein have been prepared for construction by or under the direction of the following Registered Person.

08.03.2026
Robert Stevens
Registered Civil Engineer, Number 58660
CSWST2
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TABLE OF CONTENTS
INTRODUCTION ....................................................................................................................................... 1 INVITATION FOR BIDS............................................................................................................................... 2 INSTRUCTIONS TO BIDDERS..................................................................................................................... 4 BID PROPOSAL ...................................................................................................................................... 14 BID SCHEDULE ...................................................................................................................................... 15 SUBCONTRACTOR FORM ....................................................................................................................... 21 PUBLIC CONTRACT CODE ...................................................................................................................... 23 DEBARMENT AND SUSPENSION CERTIFICATION..................................................................................... 26 BIDDER’S NON-COLLUSION AFFIDAVIT................................................................................................... 27 BIDDER’S BOND..................................................................................................................................... 28 PERFORMANCE BOND ........................................................................................................................... 30 PAYMENT BOND..................................................................................................................................... 31 FIRST SOURCE AGREEMENT ................................................................................................................... 32 SPECIAL PROVISIONS ............................................................................................................................ 33 SECTION SP-1 – STANDARD SPECIFICATIONS ..................................................................................... 34 SECTION SP-2 – PLANS AND SPECIFICATIONS .................................................................................... 34 SECTION SP-3 - AWARD AND EXECUTION OF CONTRACT .................................................................... 34 SECTION SP-4 - BEGINNING OF WORK, TIME OF COMPLETION AND LIQUIDATED DAMAGES................. 35 SECTION SP-5 - PUBLIC NOTICES ....................................................................................................... 37 SECTION SP-7 – GENERAL .................................................................................................................. 37 SECTION SP-10 – MOBILIZATION......................................................................................................... 43 SECTION SP-11 – STORM WATER POLLUTION CONTROL...................................................................... 43 SECTION SP-14 - DISPOSAL OF MATERIALS......................................................................................... 47 SECTION SP-15 - EXISTING UTILITIES .................................................................................................. 48 SECTION SP-16 – PRESERVATION OF PROPERTY ................................................................................. 49 SECTION SP-17 – CONSTRUCTION STAKING ....................................................................................... 50 SECTION SP-18 – DEWATERING.......................................................................................................... 51 SECTION SP-19 – SAWCUT EXISTING PAVEMENT ................................................................................. 52 SECTION SP-25 – AGGREGATE BASE ................................................................................................... 52 SECTION SP-26 – ASPHALT CONCRETE PAVEMENT ............................................................................. 53 TECHNICAL PROVISIONS ....................................................................................................................... 55 TS-1 REMOVAL AND DEMOLITION....................................................................................................... 56 TS-2 STRIPING REMOVAL.................................................................................................................... 56 TS-3 ASPHALT WORK.......................................................................................................................... 57 597
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TS-4 ASPHALT BERM .......................................................................................................................... 57 TS-5 SLURRY SEAL ............................................................................................................................. 57 TS-6 CRACK SEAL BETWEEN CONCRETE AND ASPHALT....................................................................... 60 TS-7 STORM DRAINAGE...................................................................................................................... 61 TS-8 PIPE LINING................................................................................................................................ 62 TS-9 TRAFFIC STRIPES AND PAVEMENT MARKINGS.............................................................................. 64 TS-10 SIGNS ...................................................................................................................................... 65 TS-11 POTABLE WATER SYSTEM.......................................................................................................... 66 TS-12 SANITARY SEWER SYSTEM......................................................................................................... 66 TS-13 METERING................................................................................................................................ 67 TS-14 BUILDING ACCESS ................................................................................................................... 78 TS-15 REPLACEMENT OF EXISTING OVERHEAD COILING STEEL DOOR................................................. 81 TS-16 FENDERS.................................................................................................................................. 83 TS-17 SOLAR LIGHTS.......................................................................................................................... 83 TS-18 OSPREY NEST ........................................................................................................................... 84 TS-19 FURNISHINGS .......................................................................................................................... 84 TS-20 ALLOWANCE ............................................................................................................................ 84 TS-21 SITE CLEAN-UP......................................................................................................................... 84 APPENDIX A – CITY OF RICHMOND – CONTRACT ...................................................................................A APPENDIX B – CITY OF RICHMOND – FIRST SOURCE AGREEMENT..........................................................B APPENDIX C – CITY OF RICHMOND – INSURANCE REQUIREMNTS – CONSTRUCTION PROJECTS............ C 598
City of Richmond 2026 Terminal Maintenance
Introduction
1 City of Richmond
Port Department

INTRODUCTION

1. CONTRACT DOCUMENTS
All documents included in the Project Specifications shall constitute part of the contract (hereinafter called "Contract Documents") for the completion of the project.

2. PROJECT
The Project (hereinafter in the Contract Documents and in the Contractual Agreement signed by the Contractor called "Project") to be completed by the Contractor is defined as follows:

POINT POTRERO MARINE TERMINAL (PPMT) 2026 TERMINAL MAINTENANCE

3. DEFINITIONS
The following terms as used in the Contract Documents and in the Contractual Agreement signed by the Contractor shall have the meanings set forth below:
"City" shall mean the City of Richmond, California.
"Contract" shall mean both the Contract Documents and the Contractual Agreement for the completion of the Project which is signed by the Contractor. "Contractor" shall mean the bidder who signs the Contractual Agreement for the Project substantially in the form set forth in the Contract Documents labeled, "Contractual Agreement Form." “Department” shall mean the City of Richmond, California. "Engineer" shall mean the City Engineer or his designated representative. "Local Public Agency" shall mean the City of Richmond, California. "Standard Specifications" shall mean 2025 edition of the State of California Department of Transportation Standard Specifications.
"City Standard Details" shall mean the Standard Details

END OF INTRODUCTION
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City of Richmond 2026 Terminal Maintenance
Invitation for Bids
2 CITY OF RICHMOND

PORT DEPARTMENT

INVITATION FOR BIDS
BID OPENING: The City of Richmond will receive sealed bids for the Point Potrero Marine Terminal 2026 Terminal Maintenance electronically through BidsOnline until 2:00pm PST on Thursday September 3, 2026. All bid forms must be electronically submitted by the due date and time or the bid will not be considered.

PRE BID MEETING: A mandatory pre bid meeting will be held online at 10:00 AM on August 17, 2026, at 1322 Canal Boulevard, Richmond, CA. This meeting will be held to allow bidders to review the site and discuss insurance requirements. Your firm must attend this meeting to bid the project.

QUESTIONS: All questions relative to this bid must be submitted via the electronic BidsOnline system on the Q&A tab by 3:00pm PST on August 24, 2026. If the City of Richmond finds it necessary to issue an addendum, prospective bidders will receive e-mail notification of the addendum. City will issue addendum by Thursday, August 27, 2026. Otherwise, answers to questions received will be provided on the Q&A tab and notification will be sent accordingly. It is the bidders responsibility to periodically check the BidsOnline website, www.ci.richmond.ca.us/bids for any possible Addenda to the bid that may have been posted.

WORK DESCRIPTION: In general, the work consists of pavement repairs, applications of slurry seal, utility improvements, and installation of both electric and water meters as required by the Drawings, Standard Specifications, of these Special Provisions.

The Engineer’s Estimate of Probable Construction Cost for the Base Bid Work is approximately:
$4 million.

BID DOCUMENTS: Bid Documents can be obtained from the City of Richmond’s website www.ci.richmond.ca.us/bids. To download documents, new vendors will be required to register. Once the vendor downloads any documents relative to a solicitation, that vendor’s name will appear on the prospective bidders list for that project and will receive any addenda or notifications relating to this bid.

BID DEPOSIT: A certified check or bank draft, payable to the order of the City of Richmond, negotiable U.S.

Government Bonds (at par value) or a satisfactory Bid Bond executed by the Bidder and an acceptable surety, in an amount equal to ten percent (10%) of the total bid shall be submitted with each bid. A bidder shall not be relieved of the bid unless by consent of the City nor shall any changes be made in the bid because of mistake, but a bidder may bring an action in the Superior Court of Contra Costa County for recovery of any amount forfeited, without interest or costs. A bidder who claims a mistake or who forfeits his or her bid security shall be prohibited from participating in further bidding on the project.

WITHDRAWAL OF PROPOSALS: Any bid may be withdrawn at any time prior to the time fixed in the public notice for the opening of bids only by written request for the withdrawal of the bid filed with the City Clerk. The request shall be executed by the bidder or its duly authorized representative. The withdrawal of a bid does not prejudice the right of the bidder to file a new bid. Whether or not bids are opened exactly at the time fixed in the public notice for opening bids, a bid will not be received after that time nor may any bid be withdrawn after the time fixed in the public notice for opening of bids.

DISQUALIFICATION OF BIDDERS: More than one proposal from an individual, firm, partnership, corporation, or combination thereof under the same or different names will not be considered. Reasonable grounds for 600
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Invitation for Bids
3 believing that any individual, firm, partnership, corporation, or combination thereof is interested in more than one proposal for the work contemplated may cause the rejection of all proposals in which such individual, firm, partnership, corporation, or combination thereof is interested. If there is reason for believing that collusion exists among the bidders, any or all proposals may be rejected. Proposals in which the prices obviously are unbalanced may be rejected as not responsive.

PREVIOUS DISQUALIFICATION, REMOVAL, OR OTHER PREVENTION OF BIDDING: A bid may be rejected on the basis of a bidder, any officer of such bidder, any employee of such bidder who has a proprietary interest in such bidder, or any listed subcontractor, having been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local project because of a violation of any law or any safety regulation.

RESPONSIBILITY FOR VERIFYING CONTRACT ADDENDA: All bidders shall verify if any addenda for this project have been issued by the City of Richmond. It is the bidders’ responsibility to ensure that all requirements of contract addenda are included in the bidder’s proposal. All bidders shall include a signed copy of all contract addenda with the proposal. Failure to comply with this requirement shall cause the proposal to be considered as non-responsive and shall be grounds for rejection of the bid.

CONTRACTOR’S LICENSE: All bidders are subject to California contractor’s licensing laws and the provisions of Business and Professions Code Section 7028.15. A California General A Contractor’s license is required to bid this Contract. Joint ventures must secure a joint venture license prior to award of this Contract. Other licenses may be required for additional specialty work.

MINIMUM WAGE RATES: Not less than the minimum salaries and wages as set forth in the Contract Documents must be paid on this project, and that the Contractor must ensure that employees and applicants for employment are not discriminated against because of their race, color, religion, sex or national origin.

BID REVIEW: Bids may be held by the City of Richmond for a period not to exceed sixty (60) days from the date of the opening of Bids for the purpose of reviewing the Bids and investigating the qualifications of Bidders, prior to awarding of the Contract.

CITY’S RIGHT TO REJECT BIDS: The City of Richmond reserves the right to reject any or all Bids, or to waive any informality or minor irregularity in the bids.

BID PREPARATION COSTS: Bidders are solely responsible for the cost of preparing bids.

City of Richmond, a Municipal Corporation
Pamela Christian
City Clerk

END OF INVITATION FOR BIDS
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City of Richmond 2026 Terminal Maintenance
Instructions to Bidders
4 CITY OF RICHMOND

PORT DEPARTMENT

INSTRUCTIONS TO BIDDERS

1. GENERAL INFORMATION
A. Bids are invited for construction for Point Potrero Marine Terminal 2026 Maintenance B. Sealed bids will be received up to the time and date as indicated in the Invitation to Bid or as modified by Addenda. Bids received after that time will not be accepted.

1. Bids will be opened publicly via BidsOnline. Please visit the City’s website at www.ci.richmond.ca.us/bids to register as a vendor, to order bid documents, and to submit bid documents.

2. SITE VISIT
Bidders are strongly encouraged to visit the sites of the proposed work and fully acquaint themselves with the existing conditions. Bidders should fully inform themselves as to the facilities involved, the difficulties and restrictions attending the performance of the contract. Bidders should thoroughly examine and familiarize themselves with the Specifications and all other Contract Documents. The Contractor, by the execution of this Contract, shall in no way be relieved of any obligation under it, due to Contractor's failure to receive or examine any form or legal instrument, or to visit the site and acquaint themselves with the existing conditions. The owner will reject any claim based on facts regarding which the bidder should have been aware as a result of visiting the site or reading the Contract Documents.

3. PROPOSAL
To receive consideration, bids shall be made in accordance with the following instructions:

A. Bids shall be made upon the proposal form contained herein. All items shall be properly filled in; numbers shall be stated both in writing and in figures. The signatures shall be original. Any alterations, interlineations, or erasures must be initialed.

B. Bids shall be submitted only upon the items of bid stated in the specifications; bids upon other basis will not be considered. Bids that do not reference all addenda or that are not submitted on the prescribed forms may be rejected.

C. The City reserves the right to accept bids on work and alternatives listed in the bid form in sum total or individually or in any combination unless the bid form makes specific provision to the contrary.

D. Unless called for, alternative bids will not be considered.

E. Modification of bids already submitted will be considered only if received at the office designated in the invitation for bids by the time set for opening of bids. 602
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Instructions to Bidders
5 F. Pursuant to the provisions of Section 4100 through 4113 of the Public Contracts Code of the State of California, every bidder shall, in his bid, set forth:
1) The Name and Location of the place of business of each subcontractor who will perform work or labor or render service to the bidder in or about the work in an amount in excess of one-half of one percent of the bidder’s total bid.
2) The portion of the work that will be done by each such subcontractor.

G. In the event that alternative bids are called for and bidder intends to use different or additional subcontractors on the alternative or alternatives, he shall fill out additional forms of the Subcontractors List and shall indicate on such forms whether they apply to the base or alternative bids.

H. If the bidder fails to specify a subcontractor for any portion of the work to be performed under the Contract in excess of one-half of one percent of the bidder’s total bid or, in the case of bids for the construction of streets and highways, including bridges, in excess of one-half of one percent of the total bid, or $10,000, whichever is greater, he agrees to perform that portion himself. The successful bidder shall not, without the consent of the City, either:
1) Substitute any person, firm, or corporation as subcontractor in place of the subcontractor designated in the original bid, or
2) Permit any subcontract to be assigned or transferred or allow it to be performed by anyone other than the original subcontractor listed in the bid.

I. Bids shall be accompanied by a certified or cashier’s check, or an acceptable bidder’s bond for an amount not less than ten percent (10%) of the bid, made payable to the order of the City of Richmond, California. Said check or bond shall be given as a guarantee that the bidder will timely enter into a Contract and provide all required insurance and bonds if awarded the work. In the case of refusal or failure to timely provide all required documents and enter into said Contract, the check or bond, as the case may be, shall be forfeited to the City of Richmond, California, as provided by law.

J. Before submitting a bid, bidders shall carefully examine the Plans, Specifications, and the form of Contract, shall visit the site of work, and shall fully inform themselves as to all existing conditions and limitations, and shall include in the bid a sum to cover the cost of all items included in the Contract.

K. Bidders shall give prices for each and all of the items set forth. The bidder shall set forth for each item of work, in clearly legible figures, a lumpsum price in spaces provided for this purpose. In case of differences between the lumpsum bid price for the project and the total of the lumpsum prices quoted for each item of work, the total of lumpsum prices quoted for each item of work will take precedence.

L. Bids shall be submitted electronically through the BidsOnline system. , M. The contract may not be awarded to a Contractor who is ineligible pursuant to Section 1771.1 or 1777.7 of the Labor Code, nor may any subcontract be awarded to a subcontractor that who is ineligible pursuant to Section 1771.1 or 1777.7 of the Labor Code. In accordance with Section 1771.1 of the California Labor Code, a contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this 603
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Instructions to Bidders
6 chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded. No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to California Labor Code section 1725.5. In accordance with Section 1771.4 of the California Labor Code, this Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

N. The City will use the Total Bid Price for the Base Bid to determine the low bidder.

4. CONTRACTOR’S LICENSE
No bid may be considered from a Contractor who, at the time the contract is awarded, is not licensed to perform the project in accordance with Division 3, Chapter 9, of the Business and Professions Code of the State of California. In the event of a dispute as to the classification of license required, the decision of the Contractor’s State License Board shall prevail. The classification of Contractor’s license required in the performance of this Contract is a Class A or C-33. Please note that there are other licensing requirements for particular items of work; this licensing requirement may be satisfied by a listed subcontractor at time of bid.

5. TIME LIMITS OF WORK
The work to be performed shall be completed within 45 working days for Base Bid work after execution of contract and Notice to Proceed has been issued.

6. WITHDRAWAL OF BIDS
Bids may be withdrawn by written request received from bidders prior to the time set for opening of bids.

7. INTERPRETATION OF PLANS AND SPECIFICATIONS
If there is doubt about the meaning of any part of Contract Documents, submit written request to the City of Richmond through the BidsOnline Q&A tab.

Request for interpretations shall be delivered by the date and time indicated in the Invitation to Bid.

Bids shall be based only on interpretations as issued in addenda.

8. ADDENDA OR BULLETINS
Any Addenda or information issued during the time of bidding, or forming a part of the documents loaned to the bidder for the preparation of his bid, shall be noted in the bid in the place provided and shall be made a part of the Contract.

9. AWARDING OR REJECTION OF BIDS
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Instructions to Bidders
7 The City reserves the right to reject the bid of any or all bidders, and to waive any informality in the bids received.

10. LAWS AND ORDINANCES
A. The successful Contractor and all subcontractors used in the work will be required to hold or to obtain a City of Richmond business license for which the fee will not be waived. Prior to the start of work, the successful Contractor shall obtain all other required permits from the City of Richmond, for which the fees will not be waived. The successful Contractor shall also obtain any other permits required from other agencies for the completion of the project, for which the fees will not be waived.

B. If any Contractor, or any subcontractor used in the work by the Contractor, is currently in violation of any federal, state or local law or ordinance related to public works bidding or construction, the Contractor's bid may be deemed to be non-responsible.

C. The Contractor and all subcontractors shall comply with the following City of Richmond Codes and Ordinances, which are incorporated into the Contract Documents by this reference:

1. Nondiscrimination Clause in City Contracts (RMC Chapter 2.28)

2. Business Opportunity Ordinance No. 16-12 N.S. (RMC Chapter 2.50)

3. Local Employment Program Ordinance No. 15-10 N.S. (RMC Chapter 2.56)

4. Living Wage Ordinance No. 15-17 N.S.(RMC Chapter 2.60) a. Except as provided in Section 2.60.080, the Living Wage Ordinance requires that an employer under contract valued at $25,000 or greater and/or an employers with ten or more employees provide to its covered employees the following minimum compensation terms for the duration of the covered period:
• Not less than $16.17/hour if employer pays at $1.50/hour/employee towards an employee medical benefits plan; or
• Not less than $17.67/hour if the employer does not provide the employees with such medical benefits plan.

5. Ordinance Banning the Requirement to Provide information of Prior Criminal Convictions on all Employment Applications No. 14-13 N.S. (“Ban the Box”) (RMC Chapter 2.65)

6. Sanctuary City Contracting and Investment Ordinance No. 12-18 N.S.

D. City Ordinances may be found in their entirety at:
https://www.ci.richmond.ca.us
https://library.municode.com/ca/richmond/codes/code_of_ordinances E. For general information, questions, requests for clarification, or comments regarding compliance with all local, state, and federal ordinances must be submitted in writing using the electronic BidsOnline system discussed in the Invitation to Bid. All 605
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Instructions to Bidders
8 clarifications and interpretations affecting the project will be issued by written addenda on the BidsOnline system. No interpretation or clarification given orally or separately will be effective to alter or affect the solicitation documents unless confirmed by written addendum.

11. CONTRACT BONDS
General - The successful bidder shall furnish to the City of Richmond a Performance Bond and a Payment Bond required by the State of California Contract Act. Said bonds shall be furnished in a form satisfactory to the City. Each of said bonds shall be executed in an amount equal to one hundred percent (100%) of the total bid.

Faithful Performance - Refer to Performance Bond.

Payment Bond – Refer to Payment Bond. The Payment Bond shall guarantee payment of all claims for labor, materials, provisions, provender and supplies furnished and any amounts required to be deducted withheld and paid over to the Franchise Tax Board from the wages of employees of the Contractor and his subcontractor pursuant to Section 18806 of the Revenue and Taxation Code. The bond shall satisfy all of the requirements set forth in Civil Code Section 3248.

Alterations - All alterations, extensions of time, extra and additional work, and other changes authorized by these Specifications or any part of the Contract may be made without securing the consent of the surety or sureties on the Contract bond.

12. SPECIAL NOTICE
Bidders are required to inform themselves fully of the conditions relating to construction and labor under which the work will be performed, and the Contractor must employ, so far as possible, such methods and means in the carrying out of his work as will not cause any interruption or interference with any other Contractor.

13. BIDDERS INTERESTED IN MORE THAN ONE BID
No person, firm, or corporation shall be allowed to make or file or be interested in more than one bid, as Prime Contractor for the same work. A person, firm, or corporation who has submitted a subproposal to a bidder, or who has quoted prices on materials to a bidder, is not hereby disqualified from submitting a sub-proposal or quoting prices to other bidders.

14. BIDS TO BE LEFT ON DEPOSIT
Unless otherwise required by law, no bid, nor any part thereof, may be withdrawn by the bidder for a period of sixty (60) calendar days after the opening of the bids.

15. MANDATORY NON-COLLUSION AFFIDAVIT
A. The City will, before any award of the Contract is made, require any bidder to whom it may make an award of the principal Contract, to execute a Non-Collusion Affidavit.

B. The City may require that the principal Contractor shall, before awarding any subcontract, secure from the proposed subcontractor a Non-Collusion Affidavit.

16. INDEMNIFICATION AND INSURANCE
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Instructions to Bidders
9 Attention is directed to Section 7-1.05, "Indemnification" of the State Standard Specifications and these Special Provisions.

Indemnification - Contractor shall indemnify, and shall cause all subcontractors to indemnify, the City in accordance with Section 3.4 of the Construction Agreement.

Insurance - Contractor shall provide and maintain the insurance requirements and limits as specified in the “City of Richmond – Insurance Requirements – Construction Projects”, attached in Appendix B for the duration of the contract, agreement, or other order of work, services or supplies, insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder and the results of that work by the Contractor, its agents, representatives, employees, or subcontractors.

Insurance certificates and endorsements shall be reviewed and approved by the City’s Risk Management before work may begin. The City of Richmond reserves the right to require complete, certified copies of all required insurance policies including endorsements affecting the coverage at any time.

Upon notification of receipt by the City of a Notice of Cancellation, major change in coverage or expiration, Contractor shall file with the City a certified copy of the required new renewal policy and certificates for such policies.

If at any time during the life of the Contract or any extension the Contractor fails to maintain the required insurance in full force and effect, all work under the Contract shall be discontinued immediately and all payments due or that become due to the Contractor will be withheld until notice is received by the City that the required insurance has been restored to full force and effect and that the premiums therefore have been paid for a period satisfactory to the City. Any failure to maintain the required insurance will be sufficient cause for City to terminate the Contract

17. PERMITS
The Contractor and their subcontractors shall obtain and pay for all licenses required the City including a City business license.

18. PREVAILING WAGE
A. All Contractors and Subcontractors performing services under this Contract shall pay their employees providing such services a minimum hourly prevailing wage rate as further described below.

B. In case of conflict between the Prevailing Wage as specified in this Section and any Federal Minimum Wage that may be specified elsewhere in these Specifications, the higher of the two shall prevail. Any amendments to the Federal Minimum Wage Determination issued up to 10 days prior to the bid opening date will become the part of the contract documents.

C. The Contractor and any subcontractor under the Contractor shall comply with Labor Code Sections 1774 and 1775. Pursuant to Section 1775, the Contractor and any subcontractor under the Contractor shall forfeit to the State or political subdivision on 607
City of Richmond 2026 Terminal Maintenance
Instructions to Bidders
10 whose behalf the contract is made or awarded a penalty of not more than fifty dollars ($50) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the Director of Industrial Relations for the work or craft in which the worker is employed for any public work done under the contract by the Contractor or by any subcontractor under the Contractor in violation of the requirements of the Labor Code and in particular, Labor Code Sections 1770 to 1780, inclusive. The amount of this forfeiture shall be determined by the Labor Commissioner and shall be based on consideration of the mistake, inadvertence, or neglect of the Contractor or subcontractor in failing to pay the correct rate of prevailing wages, or the previous record of the Contractor or subcontractor in meeting their respective prevailing wage obligations, or the willful failure by the Contractor or subcontractor to pay the correct rates of prevailing wages. A mistake, inadvertence, or neglect in failing to pay the correct rate of prevailing wages is not excusable if the Contractor or subcontractor had knowledge of the obligations under the Labor Code.

In addition to the penalty and pursuant to Labor Code Section 1775, the difference between the prevailing wage rates and the amount paid to each worker for each calendar day or portion thereof for which each worker was paid less than the prevailing wage rate shall be paid to each worker by the Contractor or subcontractor.

If a worker employed by a subcontractor on a public works project is not paid the general prevailing per diem wages by the subcontractor, the prime contractor of the project is not liable for the penalties described above unless the prime contractor had knowledge of that failure of the subcontractor to pay the specified prevailing rate of wages to those workers or unless the prime contractor fails to comply with all of the following requirements:

1. The contract executed between the contractor and the subcontractor for the performance of work on the public works project shall include a copy of the requirements in Sections 1771, 1775, 1776, 1777.5, 1813 and 1815 of the Labor Code.

2. The contractor shall monitor the payment of the specified general prevailing rate of per diem wages by the subcontractor to the employees, by periodic review of the certified payroll records of the subcontractor.

3. Upon becoming aware of the subcontractor's failure to pay the specified prevailing rate of wages to the subcontractor's workers, the contractor shall diligently take corrective action to halt or rectify the failure, including, but not limited to, retaining sufficient funds due the subcontractor for work performed on the public works project.

4. Prior to making final payment to the subcontractor for work performed on the public works project, the contractor shall obtain an affidavit signed under penalty of perjury from the subcontractor that the subcontractor has paid the specified general prevailing rate of per diem wages to the subcontractor's employees on the public works project and any amounts due pursuant to Section 1813 of the Labor Code.

D. Pursuant to Section 1775 of the Labor Code, the Division of Labor Standards Enforcement shall notify the Contractor on a public works project within 15 days of the receipt by the Division of Labor Standards Enforcement of a complaint of the failure of a subcontractor on that public works project to pay workers the general prevailing rate of per diem wages. If the Division of Labor Standards Enforcement 608
City of Richmond 2026 Terminal Maintenance
Instructions to Bidders
11 determines that employees of a subcontractor were not paid the general prevailing rate of per diem wages and if the Department did not retain sufficient money under the contract to pay those employees the balance of wages owed under the general prevailing rate of per diem wages, the contractor shall withhold an amount of moneys due the subcontractor sufficient to pay those employees the general prevailing rate of per diem wages if requested by the Division of Labor Standards Enforcement. The Contractor shall pay any money retained from and owed to a subcontractor upon receipt of notification by the Division of Labor Standards Enforcement that the wage complaint has been resolved. If notice of the resolution of the wage complaint has not been received by the Contractor within 180 days of the filing of a valid notice of completion or acceptance of the public works project, whichever occurs later, the Contractor shall pay all moneys retained from the subcontractor to the Department.

These moneys shall be retained by the Department pending the final decision of an enforcement action.

E. Pursuant to the requirements in Section 1773 of the Labor Code, the City has obtained the general prevailing rate of wages (which rate includes employer payments for health and welfare, pension, vacation, travel time and subsistence pay as provided for in Section 1773.8 of the Labor Code, apprenticeship or other training programs authorized by Section 3093 of the Labor Code, and similar purposes) applicable to the work to be done, for straight time, overtime, Saturday, Sunday and holiday work. The holiday wage rate listed shall be applicable to all holidays recognized in the collective bargaining agreement of the particular craft, classification or type of workmen concerned.

F. The general prevailing wage rates and any applicable changes to these wage rates are available from the California Department of Industrial Relations' Internet Web Site at:
http://www.dir.ca.gov.

G. The wage rates determined by the Director of Industrial Relations for the project refer to expiration dates. Prevailing wage determinations with a single asterisk after the expiration date are in effect on the date of advertisement for bids and are good for the life of the contract. Prevailing wage determinations with double asterisks after the expiration date indicate that the wage rate to be paid for work performed after this date has been determined. If work is to extend past this date, the new rate shall be paid and incorporated in the contract. The Contractor shall contact the Department of Industrial Relations as indicated in the wage rate determinations to obtain predetermined wage changes.

H. Pursuant to Section 1773.2 of the Labor Code, general prevailing wage rates shall be posted by the Contractor at a prominent place at the site of the work.

I. Changes in general prevailing wage determinations which conform to Labor Code Section 1773.6 and Title 8 California Code of Regulations Section 16204 shall apply to the project when issued by the Director of Industrial Relations at least 10 days prior to the date of the Notice to Contractors for the project.

J. The City of Richmond will not recognize any claim for additional compensation because of the payment by the Contractor of any wage rate in excess of the prevailing wage rate set forth in the contract. The possibility of wage increases is one 609
City of Richmond 2026 Terminal Maintenance
Instructions to Bidders
12 of the elements to be considered by the Contractor in determining the bid, and will not under any circumstances be considered as the basis of a claim against the City on the contract.

19. GUARANTY
All work shall be guaranteed until final acceptance by the Engineer. The Contractor shall promptly make all needed repairs arising out of defective materials, workmanship and equipment.

The City is hereby authorized to make such repairs if within (10) days after giving written notice to the Contractor, or his agent, the Contractor should fail to make or undertake with due diligence the aforesaid repairs; provided, however, that in case of an emergency, where, in the opinion of the City, delay would cause serious loss or damage, repairs may be made without notice being sent to the Contractor, and the Contractor shall pay the costs thereof.

The Contractor shall, upon completion of the Contract and prior to filing of the Notice of Completion, post a Maintenance Bond in the amount of ten percent (10%) of the Contract value. The Maintenance Bond shall remain in full force and effect through the guaranty period of one (1) year.

20. EXECUTION OF CONTRACT
The contract shall be signed by the successful bidder and returned, together with the contract bonds and insurance endorsements, within ten (10) working days after the bidder has received the contract documents.

21. ASSIGNMENT
The performance of the Contract may not be assigned, except upon the written consent of the City.

Consent will not be given to any proposed assignment that would relieve the original Contractor or its surety of their responsibilities under the Contract, nor will the City consent to any assignment of a part of the work under the Contract.

22. CONTRACTORS INDEPENDENT INVESTIGATION
No plea of ignorance of conditions that exist or that may hereafter exist or of conditions of difficulties that may be encountered in the execution of work under this Contract, as a result of failure on initial investigations or reports prepared by City for purposes of letting this Contract out to bid will be accepted as an excuse for any failure or omission on the part of the Contractor to fulfill in every detail all requirements of this Contract. Nor will such reasons be accepted as a basis for any claims whatsoever for extra compensation or for an extension of time.

23. SIGNATURE OF CONTRACTOR
Corporations:

The signature must contain the name of the corporation, must be signed by the President and Secretary or Assistant Secretary, and the corporate seal must be affixed. Other persons may sign for the corporation in lieu of the above if a certified copy of a resolution of the corporate board of directors so authorizing them to do so is on file in the City Clerk’s office.

Partnerships:
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Instructions to Bidders
13 The names of all persons comprising the partnership or co-partnership must be stated. The bid must be signed by all partners comprising the partnership unless proof in the form of a certified copy of a certificate of partnership acknowledging the signer to be a general partner is presented to the City Clerk, in which case the general partner may sign.

Joint Ventures:

Bids submitted as joint ventures must so state and be signed by each joint venture.

Individuals:

Bids submitted by individuals must be signed by the bidder, unless an up-to-date power of attorney is on file in the City Clerk’s office, in which case said person may sign for the individual.

The above rules also apply in the case of the use of a fictitious firm name. In addition, however, where the fictitious name is used, it must be so indicated in the signature.

24. CONDITIONAL CONTRACT AWARD
Notwithstanding any action by the City Council of Richmond to award a contract to a bidder, all contract awards are expressly conditioned on the timely provision of all required documents, including the executed Contract, to the City. The provision of all such documents is a condition precedent to the effectiveness of any contract award. Failure to provide any of the required documents may result in forfeiture of the bidders bid security as provided by law.

25. BID PROTEST
Any protest pertaining to the proposed award or any other matter relating to the bidding procedure must be submitted in writing to the City no later than 4:00 P.M. of the second business day following the date of bid opening. The protestor must have actually submitted a bid directly to the City on the Project or have been specifically excluded from filing a bid due to an action by the City. A subcontractor of a party filing a bid on this project may not submit a bid protest on its own accord. Each bid protest shall be accompanied by a check in the amount of $500.00 payable to the City of Richmond for each protest and shall constitute a non-refundable fee to reimburse the City for its costs in reviewing and investigating the bid protest. The City will review the bid protest and will issue its determination within a reasonable amount of time prior to bid award. These procedures and time limits are mandatory and are the bidder’s sole and exclusive remedy in the event of a bid protest.

26. Community Workforce and Project Stabilization Agreement For projects more than $1 million shall comply with the Community Workforce and Project Stabilization Agreement for the City of Richmond adopted on September 26, 2018.

END OF INSTRUCTIONS TO BIDDERS
611
City of Richmond 2026 Terminal Maintenance
Bid Proposal
14 City of Richmond
Port Department

BID PROPOSAL
DATE: _____________________________
TO THE CITY CLERK OF RICHMOND, CALIFORNIA:

NAME OF BIDDER _________________________________________________________________ BUSINESS P.O. BOX ________________________________________________________________ BUSINESS STREET ADDRESS _______________________________________________________ (Please include even if P.O. Box used)
CITY, STATE, ZIP __________________________________________________________________ TELEPHONE NO. AREA CODE ( )______________________________________________ FAX NO. AREA CODE ( ) _____________________________________________ CONTRACTOR LICENSE NO. _______________________________________________________ LICENSE EXPIRATION DATE _______________________________________________________ DEPARTMENT OF INDUSTRIAL RELATIONS NO. ____________________________________ POINT POTRERO MARINE TERMINAL 2026 MAINTENANCE
The work to be done and referred to herein is in the City of Richmond, Contra Costa County, State of California.

Construction to be in accordance with the Special Provisions including the payment of not less than the minimum wage rates set forth herein and the Contract annexed hereto and also in accordance with the State Standard Specifications dated 2026, and the current "Equipment Rental Rates and the Contractor is hereby notified that this project is subject to prevailing wage rates as described in the Instructions to Bidders.

To the City of Richmond Department of Public Services:

The undersigned, as Bidder, declares that the only persons or parties interested in this Proposal as principals are those named herein; that this Proposal is made without collusion with any other person, firm or corporation; that they have carefully examined the location of the proposed work; and the Plans therein referred to; and they propose, and agree if this Proposal is accepted, that they will contract with the City of Richmond to provide all necessary machinery, tools, apparatus and other means of construction, and to do all the work and furnish all the materials specified in the Contract, in the manner and time therein prescribed and according to the requirements of the Engineer as therein set forth, and that they will take in full payment therefor the following item prices to wit:

END OF BID PROPOSAL
612
City of Richmond 2026 Terminal Maintenance
Bid Schedule
15 City of Richmond
Port Department

BID SCHEDULE

ITEM DESCRIPTION QUANTITY UNIT UNIT COST
($/UNIT)
COST
($)
101 Mobilization/
Demobilization 1 LS
102 Remove Forklift 2 EA
103 Remove Boiler 1 EA
104 Remove Lights and
Miscellaneous Concrete 1 LS
105 Remove Concrete Slab and
Fencing 600 SF
106 Remove Miscellaneous Signs 4 EA
107 Pavement Repair 32,000 SF
108 New Asphalt Section 600 SF
109 Sinkhole Repair 400 SF
110 Asphalt Mill and Overlay 520 TON
111 Install Asphalt Berm 100 LF
112 Slurry Seal 430,000 SY
113 Concrete to Asphalt Crack
Seal 3,100 LF
114 Thermoplastic Marking and
Delineation 1 LS
115 Paint Marking and
Delineation 1 LS
116 Markers and Delineators 1 LS
117 Install Roadway Signs 4 EA
118 Replace Storm Drain Grate 1 EA
613
City of Richmond 2026 Terminal Maintenance
Bid Schedule
16 ITEM DESCRIPTION QUANTITY UNIT UNIT COST
($/UNIT)
COST
($)
119 Install Drain Inlets 3 EA
120 Slip Line Storm Drain 800 LF
121 Install Sanitary Sewer
Manhole 1 EA
122 Install Sewer Shut off Valve 1 EA
123 Cap Water Line and Install
2" Service 4 EA
124 Remove Gate Valve and
Install Ball Valve 1 EA
125 Install Underground 12"
Water Valve 1 EA
126 Install Underground 4"
Water Valve 3 EA
127 Install Water Meter Box 3 EA
128 Metering Control System 1 EA
129 Multi Circuit Electrical Meter 5 EA
130 Single Circuit Electrical
Meter 27 EA
131 Water Meter 18 EA
132 Install Building Ladder and
Cage 2 EA
133 Replace Rollup Door 1 EA
134 Install Outdoor Table and
Chairs 1 EA
135 Install Osprey Pole and Nest 3 EA
136 Install Large Fender 7 EA
137 Install Small Fender 4 EA
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Bid Schedule
17 ITEM DESCRIPTION QUANTITY UNIT UNIT COST
($/UNIT)
COST
($)
138 Install Solar Light 14 EA
139 Install Interpretative Panel 1 EA
140 Supplemental Work * 1 Allow $ 50,000.00 $ 50,000.00 Note: Items marked with an asterisk (*) are contingent – See Technical Specifications for additional details

BID SUMMARY

BASE BID

TOTAL PRICE
IN FIGURES $

TOTAL PRICE

IN WORDS
The undersigned acknowledges the receipt of the following addenda to the drawings and specifications.

Addendum No. Date Addendum No. Date
The undersigned hereby certifies that they understand and agree that the items listed as Bid Alternates may be incorporated into the Contract Documents at the discretion of the City depending on the financial resources available at the time the contract is awarded. The undersigned herby certifies they understand and agree that regardless of whether the City incorporates the use of the Bid Alternates, the Low Bidder will be determined by the Total Bid (as shown above); which is the total of the Base Bid.

The undersigned hereby certifies that he has an appropriate license, issued by the State of California to provide this work; that such license will be in full force and in effect throughout the duration of construction; and that any and all subcontractors to be employed on this project will be similarly licensed.

Dated
California Contractor’s License No.

CONTRACTOR
Signature Print or Type Name and Title
REJECTION OF BIDS:
615
City of Richmond 2026 Terminal Maintenance
Bid Schedule
18 The undersigned agrees that the City of Richmond reserves the right to reject any or all bids, and reserves the right to waive informalities in a bid or bids not affected by law, if to do so seems to best serve the public interest.
616
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Bid Schedule
19 TIME
The undersigned agrees to furnish, within ten (10) working days from the receipt of the Notice of Award of Contract, the items required by Section 1-03 of the Special Provisions. The failure to timely provide such items may result in annulment of the award and forfeiture of the Proposal Guarantee.

The undersigned agrees to begin work within ten (10) working days after the date specified in the Notice to Proceed.

If the proposal is accepted, the undersigned agrees to execute the required agreement and furnish the required bonds within ten (10) working days from the date of signing of this Contract.

BID DEPOSIT
There is enclosed herewith, a certified check or surety bond in the sum of ten percent (10%) of the base bid DOLLARS AND CENTS ($
) made payable to the City of Richmond and the undersigned agrees that in case of his failure to execute the necessary contract and furnish the required bonds, the certified check or surety bond the money payable thereon, shall be and remain the property of the City.

The unit price or lump sum prices to be paid for the items listed in the Proposal Bid Sheet shall include full compensation for furnishing all labor, materials, tools, and equipment, and doing all work involved in furnishing and installing the materials complete and in place, in accordance with the details as shown on the plans and as specified herein. Any items shown on the plans, but not included in the bid items, shall be considered as appurtenant items. All costs shall be included within the appropriate item of the Contractor’s bid.
617
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Bid Schedule
20 IMPORTANT NOTICE: On a separate sheet of paper, provide the following information. If bidder is a corporation, state legal name of corporation and names of the president, secretary, treasurer, and manager; if co-partnership, state true name of firm and names of all individual co-partners composing firm; or, if individual, state first and last names in full.

Officer’s Signature Title Date
Officer’s Signature Title Date
Officer’s Signature Title Date
Signature and title of the officer(s) set forth above shall be authorized to sign contracts on behalf of the corporation, co-partnership, or individual. If signature is by an agent, other than an officer of the corporation or a member of a partnership, a Power of Attorney must be on file with the City prior to or at time of bid opening; otherwise, the bid will be subject to rejection by City Council.

Address of Bidder: Corporate Seal:

State of Incorporation

END OF BID SCHEDULE
618
City of Richmond 2026 Terminal Maintenance
Subcontractor Form
21 City of Richmond
Port Department

SUBCONTRACTOR FORM
(Required Listing of Proposed Subcontractors)
The Contractor certifies he/she has used the sub-bids of the following listed Contractors in making up his/her bid and that the sub-contractors listed will be used for the work for which they bid, subject to the approval of the City Engineer, and in accordance with applicable provisions of the specifications and Section 4100 et seq. of the Public Works Code – “Subletting and Subcontracting Fair Practices Act.” No changes may be made in these subcontractors except upon the prior approval of the City Engineer of the City of Richmond pursuant to Section 4107 of the Public Contracts Code. The following information is required for each subcontractor.

Additional pages can be attached if required.

City will not accept a Bid Proposal from or enter into the Contract with a bidder, without proof that the bidder and its Subcontractors are registered with the California Department of Industrial Relations (“DIR”) to perform public work under Labor Code Section 1725.5, subject to limited legal exceptions.

Items
of
Work
Full Company
Name
Richmond
Firm?
Complete Address
with Zip Code
Phone No.
with Area Code
SUBCONTRACTOR’S LIST (Continued)
619
City of Richmond 2026 Terminal Maintenance
Subcontractor Form
22 The bidder is to provide the following information on the sub bids of all the listed subcontractors as part of the sealed bid submission. Additional pages can be attached, if required.

Type of State
Contracting License &
Number DIR Registration Number
Amount of Bid
($ or %)
*Licenses are renewable annually. If no valid license, indicate “NONE.” Valid license must be obtained prior to submission of signed contracts. This applies to all subcontractors.

NOTE: If alternate bids are called for, and Contractor intends to use different or additional subcontractors on the alternates, he/she must provide a separate list of subcontractors for each alternate. _______________________________________
Signature of Bidder

END OF SUBCONTRACTOR FORM
620
Debarment and Suspension Certification
23 BIDDER’S STATEMENT OF PAST CONTRACT DISQUALIFICATIONS The Bidder is required to state any and all instances of being disqualified, removed, or otherwise prevented from bidding on or completing any contract for construction.

1. Have you ever been disqualified from any contract?
Yes No

2. If yes, explain the circumstances:
_
Signature of Bidder
City of Richmond
Port Department

PUBLIC CONTRACT CODE
Public Contract Code Section 10285.1 Statement
621
Debarment and Suspension Certification
24 In accordance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the Bidder hereby declares under penalty of perjury under the laws of the State of California that the bidder has_____ has not_____been convicted within the preceding three years of any offenses referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or Federal antitrust law in connection with the bidding upon, award of, or performance of any public works contract as defined in Public Contract Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term “bidder” is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1.

Note: The bidder must place a check mark after “has” or “has not” in one of the blank space provided. The above Statement is part of the Bid Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Statement. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.

Public Contract Code Section 10162 Questionnaire
In accordance with Public Contract Code Section 10162, the Bidder shall complete under penalty of perjury, the following questionnaire:

Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation? Yes_____ No_____ If the answer is yes, explain the circumstances in the following space.

Public Contract Code Section 10232 Statement
In accordance with Public Contract Code Section 10232, the Contractor hereby states under penalty of perjury, that no more than one final unappealable finding of contempt of court by a federal court has been issued against the Contractor within the immediately preceding two year period because of the Contractor’s failure to comply with an order of a federal court which orders the contractor to comply with an order of the National Labor Relations Board.

Note: The above Statement and Questionnaire are part of the Bid Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Statement. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. 622
Debarment and Suspension Certification
25 WORKERS’ COMPENSATION CERTIFICATION
I am aware of Section 3700 of the Labor Code, which requires every employer to be insured against liability for Workers’ Compensation or to undertake self-insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the work of this contract.

By:

Title:

Date:

END OF PUBLIC CONTRACT CODE
623
Debarment and Suspension Certification
26 City of Richmond
Port Department

DEBARMENT AND SUSPENSION CERTIFICATION
TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29
The bidder, under penalty of perjury, certifies that, except as noted below, he/she or any other person associated therewith in the capacity of owner, partner, director, officer, manager:
• is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any Federal agency;
• has not been suspended, debarred, voluntarily excluded or determined ineligible by any Federal agency within the past 3 years;
• does not have a proposed debarment pending; and
• has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years.

If there are any exceptions to this certification, insert the exceptions in the following space.

Exceptions will not necessarily result in denial of award, but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action.

Notes: Providing false information may result in criminal prosecution or administrative sanctions. The above certification is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of thisCertification.

END OF DEBARMENT AND SUSPENSION CERTIFICATION
624
Bidder’s Non-Collusion Affidavit
27 City of Richmond
Port Department
BIDDER’S NON-COLLUSION AFFIDAVIT
(Title 23 United States Code Section 112 and
Public Contract Code Section 7106)
(Must be executed by Bidder and submitted with Bid)
State of California )
) ss
County of )
, being first duly sworn, deposes and says that he or she is of
,
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 agreement, communication, or conference with anyone, to fix the bid price of the bidder or 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 the information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or any member or agent thereof to effectuate a collusive or sham bid.

Subscribed and sworn to before me this ____ day of 2026.

By:

Title
Notary Public
Date:

END OF BIDDER’S NON-COLLUSION AFFIDAVIT
625
Bidder’s Bond
28 City of Richmond
Port Department
BIDDER’S BOND
Bond No. ______
KNOW ALL MEN BY THESE PRESENTS:

That We, , as Principal, and , as Surety, are hereby held and firmly bound unto the City of Richmond, in the penal sum of TEN PERCENT (10%) of the total bid submitted by said Principal to the City of Richmond for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THE ABOVE OBLIGATION IS SUCH THAT, whereas the Principal has submitted to the City of Richmond a certain bid, attached hereto and hereby made a part hereof, to enter into a contract in writing for the .

NOW, THEREFORE, if said bid submitted by the Principal be accepted and the contract be awarded to the Principal and the Principal shall, within ten (10) days after having received notice that the contract has been awarded to the Principal, enter into the Contract so awarded, shall furnish the required corporate surety bonds and insurance coverage verification and shall in all other respects perform the agreement created by the acceptance of the bid, then this obligation shall be void, otherwise the same shall remain in full force and effect.

The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the City of Richmond may accept such Bid; and said Surety does hereby waive notice of such extension.

As a part of the obligation secured hereby and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the City of Richmond in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered.

IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals on this _______day of___________, 202 .
626
Bidder’s Bond
29 By: __________________________________
Title_________________________________
By:__________________________________
Title:________________________________
Note: This bond must be dated, the surety’s signature must be notarized, and evidence of the authority of any person signing as attorney-in-fact must be attached.

END OF BIDDER’S BOND
627
Performance Bond
30 City of Richmond
Port Department

PERFORMANCE BOND
Bond No. ____________
Whereas, The City Council of the City of Richmond, State of California, and __________ (hereinafter designated as “principal”) have entered into an agreement whereby principal agrees to install and complete certain designated public improvements, which said agreement, dated __________, 202_, and identified as project __________, is hereby referred to and made a part hereof; and Whereas, Said principal is required under the terms of said agreement to furnish a bond for the faithful performance of said agreement.

Now, therefore, we, the principal and __________, as surety, are held and firmly bound unto the City of Richmond (hereinafter called “City”), in the penal sum of __________ dollars ($__________) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors, executors and administrators, jointly and severally, firmly by these presents.

The condition of this obligation is such that if the above bounded principal, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and provisions in the said agreement and any alteration thereof made as therein provided, on his or their part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless City, its officers, agents and employees, as therein stipulated, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

As a part of the obligation secured hereby and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney’s fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered.

The surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the agreement or to the work to be performed thereunder or the specifications accompanying the same shall in anywise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the agreement or to the work or to the specifications.

In witness whereof, this instrument has been duly executed by the principal and surety above named, on __________, 202__.

By: _________________________
Title: _________________________
By: _________________________
Title: _________________________

END OF PERFORMANCE BOND
628
Payment Bond
31 City of Richmond
Port Department

PAYMENT BOND
(LABOR AND MATERIALS)
Bond No. ____________
Whereas, The City Council of the City of Richmond, State of California, and __________ (hereinafter designated as “the principal”) have entered into an agreement whereby the principal agrees to install and complete certain designated public improvements, which agreement, dated __________, 202__, and identified as project __________, is hereby referred to and made a part hereof; and Whereas, Under the terms of the agreement, the principal is required before entering upon the performance of the work, to file a good and sufficient payment bond with the City of Richmond to secure the claims to which reference is made in Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the Civil Code.

Now, therefore, the principal and ____________, as corporate surety, are held firmly bound unto the City of Richmond (hereinafter called “City”) and all contractors, subcontractors, laborers, material suppliers, and other persons employed in the performance of the agreement and referred to in Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the Civil Code in the sum of __________ dollars ($ __________), for materials furnished or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to this work or labor, that the surety will pay the same in an amount not exceeding the amount hereinabove set forth, and also in case suit is brought upon this bond, will pay, in addition to the face amount thereof, costs and reasonable expenses and fees, including reasonable attorney’s fees, incurred by City in successfully enforcing this obligation, to be awarded and fixed by the court, and to be taxed as costs and to be included in the judgment therein rendered.

It is hereby expressly stipulated and agreed that this bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this bond.

Should the condition of this bond be fully performed, then this obligation shall become null and void, otherwise it shall be and remain in full force and effect.

The surety hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the agreement or the specifications accompanying the same shall in any manner affect its obligations on this bond, and it does hereby waive notice of any such change, extension, alteration, or addition.

In witness whereof, this instrument has been duly executed by the principal and surety above named, on __________, 202__.

By: _________________________
Title: _________________________
By: _________________________
Title: _________________________

END OF PAYMENT BOND
629
First Source Agreement
32 City of Richmond
Port Department

FIRST SOURCE AGREEMENT

1. GENERAL INFORMATION
A. The City of Richmond First Source Agreement shall be executed between the Prime Contractor and the City of Richmond at a time during the Contract Award as directed by the City of Richmond.

B. A sample copy of this agreement along with any pertinent exhibits is in Appendix B.

END FIRST SOURCE AGREEMENT
630
Special Provisions
33 City of Richmond
Port Department

SPECIAL PROVISIONS
___________________________________________
________________________________________________

GENERAL PROVISIONS
The legal relationship and responsibilities of the parties, including but not limited to the obligation to arbitrate claims hereto and the work embraced herein shall be done in accordance with the Standard Specifications and Standard Plans dated 2025 of the California Department of Transportation, and the most recent Standard Plans of the City of Richmond, California, in so far as the same may apply and in accordance with the Project Plans and these
Special Provisions.

These Special Provisions are additions, modifications, and/or clarifications to the Standard Specifications of the California Department of Transportation. The numbers in parenthesis shown in the section and subsection headings of these Special Provisions refer to the State Standard Specifications Sections.

Refer to Section SP-1 of these Special Provisions for the order of precedence of the above contract documents in case of any conflict.
631
Special Provisions
34 SECTION SP-1 – STANDARD SPECIFICATIONS
(SECTION 1)
References in the Special Provisions to “City Standard Details and Specifications”, Contra Costa County Details, “Caltrans Standard Specifications” or “State Standard Specifications” shall mean the Standard Specifications, dated 2025, of the State of California, Department of Transportation, including all revisions and amendments, insofar as the same may apply and in accordance with the following special provisions.

In case of conflict between the State Standard Specifications and these special provisions, the special provisions shall take precedence over and be used in lieu of such conflicting portions.

SECTION SP-2 – PLANS AND SPECIFICATIONS
(SECTION 2)
The Contractor shall maintain a control set of Plans and Specifications on the project site at all times. All final locations determined in the field, and any deviations from the Plans and Specifications, shall legibly be marked to scale in red, both graphically and dimensionally on this control set to show the as-built conditions. Upon completion of all work, the Contractor shall return the control set to the Engineer. Final payment will not be made until this requirement is met.

Adjustments to the layout of this plan may be necessary due to the unknown existing conditions. It is the Contractor’s responsibility to retain the design intent. If a layout discrepancy should occur, the Contractor is to contact the Engineer.

SECTION SP-3 - AWARD AND EXECUTION OF CONTRACT
Within ten (10) working days after the date of the Notice to Award, the Contractor shall execute and return the following contract documents to the Agency:

1. Contract Agreement

2. Faithful Performance Bond

3. Payment Bond

4. Public Liability and Property Damage Insurance Certificate

5. Worker’s Compensation Insurance Certificate

6. Exhibit “A”, Indemnification and Hold Harmless Agreement and Waiver of Subrogation and Contribution
Failure to comply with the above will result in annulment of the award and forfeiture of the Proposal Guarantee.

The Contract Agreement shall not be considered binding upon the Agency until executed by the authorized Agency officials. A corporation to which an award is made may be required, before the Contract Agreement is executed the Agency, to furnish evidence of its corporate existence, of its right-to-enter into contracts in the State of California, and that the officers signing the contract and bonds for the corporation have the authority to do so.

CONTRACT BONDS
Before execution of the Contract, the Bidder shall file surety bonds with the Agency to be approved by the Board in the amounts and for the purposes noted below. Bonds issued by a surety who is listed in the latest version of U.S. Department of Treasury Circular 570, who is authorized to issue bonds in California, and whose bonding limitation shown in said circular is sufficient to provide bonds in the amount required by the Contract shall be deemed to be approved unless specifically rejected by the Agency. Bonds from all other sureties shall be accompanied by all of the documents enumerated in Code of Civil Procedure 995-660(a). The Bidder shall pay all bond premiums, costs, and incidentals.
632
Special Provisions
35 Each bond shall incorporate, by reference, the Contract and be signed by both the Bidder and Surety and the signature of the authorized agent of the Surety shall be notarized. Each bond shall name the City as beneficiary.

The Bidder shall provide two (2) good and sufficient surety bonds. The “Payment Bond” (Material and Labor Bond) shall be for not less than 100 percent of the Contract Price, to satisfy claims of material suppliers and mechanics and laborers employed by it on the Work. The bond shall be maintained by the Contractor in full force and effect until the work is accepted by Agency and until all claims for materials and labor are paid, and shall otherwise comply with the Civil Code.

The “Performance Bond” shall be for 100 percent of the Contract Price to guarantee faithful performance of all work, within the time prescribed, in a manner satisfactory to the Agency, and that all materials and workmanship will be free from original or developed defects.

Should any bond become insufficient, the Contractor shall renew the bond within ten (10) days after receiving notice from the City.

Should any Surety at any time be unsatisfactory to the City, notice will be given the Contractor to that effect. No further payments shall be deemed due or will be made under the Contract until a new Surety shall qualify and be accepted by the City.

Changes in the Work or extensions of time, made pursuant to the Contract, shall in no way release the Contractor or Surety from its obligation. Notice of such changes or extensions shall be waived by the Surety.

Both the Faithful Performance Bond and the Payment Bond shall be for not less than one hundred percent (100%) of the total contract amount for each Bond. Both the Faithful Performance Bond and the Payment Bond shall remain in force until thirty-five (35) days after the date of recordation of the Notice of Completion.

MEASUREMENT AND PAYMENT
Full compensation for Bonds shall be considered as included in the price paid for the various bid items and no additional compensation shall be allowed therefor.

SECTION SP-4 - BEGINNING OF WORK, TIME OF COMPLETION AND LIQUIDATED DAMAGES Attention is directed to the provisions in Sections 8-1.05, “Time,” 8-1.10, “Liquidated Damages,” and 20-4, “Plant Establishment Work,” of the State Standard Specifications and these special provisions.

CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK
The Contractor shall prosecute the work in the most efficient manner to minimize inconvenience to the public and complete the work within the Contract time limit. Prior to issuing the notice to proceed, the Contractor shall:

1. Provide the Engineer the name and local 24-hour telephone contact number of the Contractor’s Superintendent.

2. Provide submittals as detailed in TS-2.

The Contractor’s proposed Construction Schedule shall be submitted in a format as detailed in Section 8-1.02C “Level 2 Critical Path Method Schedule” of the State Standard Specifications to the Engineer within ten (10) working days after the date of the Notice of Award of Contract and shall reflect all major and controlling items of work and conform to all contract requirements, including the order of work mentioned above. The schedule shall be supported by written statements from each supplier of materials or equipment indicating that all orders have been placed and acknowledged and setting forth the dates that each item will be delivered. 633
Special Provisions
36 Prior to issuing the Notice to Proceed, the Engineer will schedule a preconstruction meeting with the Contractor to review the proposed Construction Schedule and delivery dates, arrange the utility coordination, discuss construction methods, and clarify inspection procedures.

The Contractor shall submit to the Engineer by the fifth (5th) day of each month, or upon request, Progress Reports and an updated complete project schedule. Any deviations from the original schedule shall be explained in writing and submitted with the Progress Reports or updated complete project schedule. Failure to submit Progress Reports, updated complete project schedules or explanations for deviations on the fifth (5th) day of the month or within 2 working days from the Engineer’s request may result in suspension of any or all portions of work or rejection of any or all portions of work until such Progress Reports or complete project schedules are delivered to the Engineer and the Engineer allowed a reasonable amount of time to review them.

Working days will continue to be accessed during this suspension. Progress payments will be withheld pending receipt of any outstanding reports, updated schedules or explanations for deviations.

In the event of a deviation from the most current order of work, progress report or complete progress schedule (whether authorized, planned, unplanned or emergency deviation) if additional or unplanned inspection fees are incurred by the City as a result as determined by the Engineer, then an inspection service fees will be charged against the Contractor. The service fees will include all costs to the City associated with the deviation, including consultant fees, testing fees, employee regular and overtime rates, benefits, overhead and travel time. The service fees will be deducted from any amounts due the Contractor.

LIQUIDATED DAMAGES
For each consecutive calendar day in excess of the time specified, as adjusted in accordance with Section 8-

1.07 of the State Standard Specifications, for completion of the work, the Contractor shall pay to the Agency, or have withheld from monies due it, the sum as set forth in the contract agreement, liquidated damages.

The Contractor shall pay to the City of Richmond the sum of $2,000 per calendar day for each and every calendar day delay in finishing the work in excess of the number of working days prescribed above, except as extended by contract change order.

HOURS OF WORK
Hours of work in general shall be between 8:00 A.M. and 5:00 P.M., Monday – Friday. If requested by the Contractor and if approved by the Engineer, the Contractor could work 24 hours per day 7 days per week.

All references herein to timeframes that are specified in days shall mean calendar days, unless specifically stated otherwise.

The temporary full closure of streets is not permitted without the advance approval of the Engineer.

When lane closures are made for daily work periods, at the end of each work period, all components of the traffic control systems shall be removed from the traveled way and shoulder.

The Contractor shall schedule and sequence his/her operations within the specified hours for lane closures such that lanes closed for the street work shall remain closed until applied pavement materials (asphalt concrete, pavement delineation, etc.) have sufficiently cured to accommodate traffic. All lanes shall be reopened to public traffic no later than the end of the allowed lane closure hours.

SUBMITTALS
The Contractor shall provide submittals in an electronic format to the Engineer for review and approval. The Contractor shall not proceed with procuring materials or commencing work until the submittal receives a favorable review by the Engineer. Prior to the Pre-Construction, the Contractor shall furnish the following:
634
Special Provisions
37 1. Designation of Project Superintendent.

2. 24-hour contact information.

3. Construction schedule

4. Complete and submit Workplan
The City reserves the right to require additional submittals from the Contractor that are not specifically identified above. See the Special Provisions for additional submittals required.

ORDER OF WORK
The Contractor shall prosecute the work in the most efficient manner to minimize inconvenience to the public and complete the work within the Contract time limit. With the Authorization to Proceed as previously described in this Section, The Contractor shall complete the work generally in accordance with the following:

Prepare submittals for all products used in construction of the project.

1. Procure all other materials and equipment needed for construction. (Time not charged to project while procuring materials)

2. Mobilize equipment and materials on the site.

3. Contractor to stage work to not impact more than 25% of the parking stalls with the tenant space.

4. Complete work as required.

MEASUREMENT AND PAYMENT
Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefor.

SECTION SP-5 - PUBLIC NOTICES
The Contractor shall assign a Project Superintendent who has the complete authority to make decisions on behalf of the Contractor. The Project Superintendent shall be on the job at all times during the construction and shall be available and on call 24 hours a day for the duration of the project. The Contractor shall coordinate access to the site with the Port and Auto Warehousing Corporation as noted in the Plans.

MEASUREMENT AND PAYMENT
Full compensation for conforming to the requirements of this Section shall be considered as included in the prices paid for the various contract items of work and no separate payment will be made therefore.

SECTION SP-7 – GENERAL

DEFINITIONS
Agency/City - City of Richmond
Board - City Council
Caltrans - California Department of Transportation
City - City of Richmond
Country - County of Contra Costa
Director - The Director of Public Works / City Engineer, City of Richmond, acting either directly or through his properly authorized agents, each agent action only within the scope of authority designated to him.
635
Special Provisions
38 Engineer - The Director of Public Works / City Engineer, City of Richmond, acting either directly or through his properly authorized agents, each agent action only within the scope of authority designated to him.

Federal - United States of America
Final Acceptance - Final Acceptance is defined as that stage of construction which allows the City to accept the project as completed (no punch list items remaining unresolved).

When the Contractor believes that the project is ready for final acceptance, he shall call for a final acceptance inspection. The Director will inspect the project to verify its completion. Should there be elements that are not completed, the Director will record same (final acceptance punch list) and bring them to the attention of the Contractor. All punch list items must be resolved prior to final acceptance.

When, in the Director’s judgment, the work has been completed in accordance with the plans and specifications and is ready for final acceptance, he will so certify to the Board, which may accept the completed work. Upon acceptance of the work by the Board, the City Clerk will file the Notice of Completion with the County Recorder.

State Standard
Specifications
- Standard Specifications, State of California, Department of Transportation, dated 2025 (or current version), including all revisions and amendments.

City Standard
Details
Contra Costa
County
Standard
Details
-
-
City of Richmond Department of Public Works Standard Details Contra Costa County Public Works Department – Standard Details Dated March 2014
Substantial
Completion
- Substantial Completion is defined as that stage of construction, which allows the Director to occupy or use the project for its intended purpose. When a project includes a plant establishment period, the date of the start of the plant establishment period may, at the discretion of the Director, be used as the basis for determining the substantial completion date, provided that all elements of the project, other than the landscape, are substantially completed as defined above.

The substantial completion date will be determined by the Director in cooperation with the Contractor and establish the termination of the time period for construction, and this date is used as a basis for determining whether liquidated damages are assessable. In no case shall the plant establishment period end prior to the final acceptance of the project.

When the Contractor believes that construction of the project is substantially complete, he shall call for an inspection. The Director will inspect the total project to verify its completion by the Contractor. Should there be elements of the project that are not yet completed, the Director will record same (substantial completion punch list) and bring them to the attention of the Contractor. All such 636
Special Provisions
39 items must be completed prior to acceptance of the project substantially complete.

In the event re-inspection of any project element results in additional cost to the City for consultant or staff time, the Director retains the right to withhold sufficient funds from payments due the Contractor to cover the cost to the City of such reinspection.

Traveled Way - That portion of the roadway reserved for the movement of vehicles for the general public, exclusive of shoulders and auxiliary lanes. When traffic has been diverted or restricted to certain lanes, with the approval of the Traffic Engineer, these diversions or restricted lanes become the traveled way.

LABOR NONDISCRIMINATION
Attention is directed to the following Notice that is required by Chapter 5 of Division 4 of Title 2, California Code of Regulations.

NOTICE OF REQUIREMENT FOR NONDISCRIMINATION PROGRAM
(GOV. CODE, SECTION 12990)
Your attention is called to the “Nondiscrimination Clause”, set forth in Section 7-1.02I(2), “Nondiscrimination,” of the State Standard Specifications, which is applicable to all nonexempt state contracts and subcontracts, and to the “Standard California Nondiscrimination Construction Contract Specifications” set forth herein. The State Standard Specifications are applicable to all nonexempt state construction contracts and subcontracts of $5,000 or more.

The Contractor shall ensure unlimited access to the job site for all equal employment opportunity compliance officers.

ARBITRATION
The last paragraph in Section 9-1.22, “Arbitration,” of the State Standard Specifications is amended to read:

Arbitration shall be initiated by a Complaint in Arbitration made in compliance with the requirements of said regulations. A Complaint in Arbitration by the Contractor shall be made not later than 180 days after the date of service in person or by mail on the Contractor of the final written decision by the Department on the claim.

POTENTIAL CLAIMS AND DISPUTE RESOLUTION
Section 5-1.43, “Potential Claims and Dispute Resolution,” of the State Standard Specifications is amended to read:

Section 5-1.43, “Potential Claims and Dispute Resolution,” -- The Contractor shall not be entitled to the payment of any additional compensation for any act, or failure to act, by the Engineer, including failure or refusal to issue a change order, or for the happening of any event, thing, occurrence, or other cause, unless he shall have given the Engineer due written notice of potential claim as hereinafter specified. Compliance with this Section 9-1.04 shall not be a prerequisite as to matters within the scope of the protest provisions in Section 4-1.05, “Changes and Extra Work,” or Section 8-1.05, “Time,” or the notice provisions in Section 4-1.06, “Differing Site Conditions,” or Section 8-1.10, “Liquidated Damages,” or Section 5-1.36C, “Non-Highway Facilities,” nor to any claim which is based on differences in measurements or errors of computation as to contract quantities.

The written notice of potential claim shall be submitted to the Engineer prior to the time that the Contractor performs the work giving rise to the potential claim for additional compensation, if based on an act or failure to 637
Special Provisions
40 act by the Engineer, or in all other cases within 15 days after the happening of the event, thing, occurrence, or other cause, giving rise to the potential claim.

The written notice of potential claim shall be submitted on Form CEM-6201 furnished by the Department and shall be certified with reference to the California False Claims Act, Government Code Sections 12650 - 12655.

The notice shall set forth the reasons for which the Contractor believes additional compensation will or may be due and the nature of the costs involved. Unless the amount of potential claim has been stated in the written notice, the Contractor shall, within 15 days of submitting said notice, furnish an estimate of the cost of the affected work and impacts, if any, on project completion. Said estimate of costs may be changed or updated by the Contractor when conditions have changed. When the affected work is completed, the Contractor shall submit substantiation of his actual costs. Failure to do so shall be sufficient cause for denial of any claim subsequently filed on the basis of said notice of potential claim.

It is the intention of this Section 5-1.43 that differences between the parties arising under and by virtue of the contract be brought to the attention of the Engineer at the earliest possible time in order that such matters may be settled, if possible, or other appropriate action promptly taken. The Contractor hereby agrees that he shall have no right to additional compensation for any claim that may be based on any such act, failure to act, event, thing or occurrence for which no written notice of potential claim as herein required was filed.

Should the Contractor, in connection with or subsequent to the assertion of a potential claim, request inspection and copying of documents or records in the possession of the Department that pertain to the potential claim, Contractor shall make its record of the project, as deemed by the Department to be pertinent to the potential claim, available to the Department for inspection and copying.

FINAL PAYMENT AND CLAIMS
CONTRACTOR’S AFFIDAVIT AND FINAL RELEASE. After completion of all contract work and prior to requesting release of any moneys held in retention or final payment by the CITY, the CONTRACTOR shall fully execute and deliver to the CITY the document entitled “Affidavit and Final Release,” included in the contract.

Section 9-1.17D, “Final Payment and Claims,” of the State Standard Specifications is amended to read:

9-1.17D Final Payment and Claims -- After acceptance by the Director, the Engineer will make a proposed final estimate in writing of the total amount payable to the Contractor, including therein an itemization of said amount, segregated as to contract item quantities, extra work and any other basis for payment, and shall also show therein all deductions made or to be made for prior payments and amounts to be kept or retained under the provisions of the contract. All prior estimates and payments shall be subject to correction in the proposed final estimate. The Contractor shall submit written approval of the proposed final estimate or a written statement of all claims arising under or by virtue of the contract so that the Engineer receives such written approval or statement of claims no later than close of business on the thirtieth day after receiving the proposed final estimate. If the thirtieth day falls on a Saturday, Sunday or legal holiday, then receipt of such written approval or statement of claims by the Engineer shall not be later than close of business of the next business day. No claim will be considered that was not included in the written statement of claims, nor will any claim be allowed as to which a notice or protest is required under the provisions in Sections 4-1.05, “Changes and Extra Work,” 8-1.05, “Time,” 8-1.10, “Liquidated Damages,” 4-1.06, “Differing Site Conditions,” 5-1.36C, “NonHighway Facilities,” and Section 5-1.43, “Potential Claims and Dispute Resolution,” unless the Contractor has complied with the notice or protest requirements in said sections.

On the Contractor’s approval, of if he files no claim within said period of 30 days, the Engineer will issue a final estimate in writing in accordance with the proposed final estimate submitted to the Contractor and within 30 days thereafter the City will pay the entire sum so found to be due. Such final estimate and payment thereon shall be conclusive and binding against both parties to the contract on all questions relating to the amount of work done and the compensation payable therefor, except as otherwise provided in Sections 5-1.27, “Records,” and 9-1.21, “Clerical Errors.”
638
Special Provisions
41 If the Contractor within said period of 30 days files claims, the Engineer will issue a semifinal estimate in accordance with the proposed final estimate submitted to the Contractor and within 30 days thereafter the City will pay the sum so found to be due. Such semifinal estimate and payment thereon shall be conclusive and binding against both parties to the contract on all questions relating to the amount of work done and the compensation payable therefor, except insofar as affected by the claims filed within the time and in the manner required hereunder and except as otherwise provided in Sections 5-1.27, “Records,” and 9-1.21 “Clerical Errors.”
Claims filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of said claims. If additional information or details are required by the Engineer to determine the basis and amount of said claims, the Contractor shall furnish such further information or details are received by the Engineer no later than the fifteenth day after receipt of the written request from the Engineer. If the fifteenth day falls upon a Saturday, Sunday or legal holiday, then receipt of such information or details by the Engineer shall not be later than close of business of the next business day. Failure to submit such information and details to the Engineer within the time specified will be sufficient cause for denying the claim.

The Contractor shall keep full and complete records of the costs and additional time incurred for any work for which a claim for additional compensation is made. The Engineer or any designated claim investigator or auditor shall have access to those records and any other records as may be required by the Engineer to determine the facts or contentions involved in the claims. Failure to permit access to such records shall be sufficient cause for denying the claims.

Claims submitted by the Contractor shall be accompanied by a notarized certificate containing the following language:

Under the penalty of law for perjury or falsification and with specific reference to the California False Claims Act, Government Code Section 12650 et. seq., the undersigned, _____________________________________________________,
(Name)
____________________________________________________Of
(Title)
_____________________________________________________,
(Company)

Hereby certifies that the claim for the additional compensation and time, if any, made herein for the work on this contract is a true statement of the actual costs incurred and time sought, and is fully documented and supported under the contract between parties.

Dated_______________________________________________

/s/___________________________________________________

Subscribed and sworn before me this ______ day of _________

______________________________________________________
Notary Public
My Commission Expires_________________________________
Failure to submit the notarized certificate will be sufficient cause for denying the claim.

Any claim for overhead type expenses or costs, in addition to being certified as stated above, shall be supported 639
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42 by an audit report of an independent Certified Public Accountant. Any such overhead claim shall also be subject to audit by the City at its discretion.

Any costs or expenses incurred by the City in reviewing or auditing any claims that are not supported by the Contractor’s cost accounting or other records shall be deemed to be damages incurred by the City within the meaning of the California False Claims Act.

The Engineer will make the final determination of any claims which remain in dispute after completion of claim review by the Engineer. A board or person designated by said Engineer. The Contractor may meet with the review board or person to make a presentation in support of such claims.

Upon final determination of the claims, the Engineer will then make and issue his final estimate in writing and within 30 days thereafter the City will pay the entire sum, if any, found due thereon. Such final estimate shall be conclusive and binding against both parties to the contract on all questions relating to the amount of work done and the compensation payable therefor, except as otherwise provided in Sections 5-1.27, “Records,” and 9-

1.21, “Clerical Errors
Claims within the meaning of this section shall refer to all types of claims in whatever manner made by the Contractor, whether written or verbal, whether formal or informal, including requests for extra compensation through Daily Extra Work Reports.

REMOVAL OF ASBESTOS, LEAD PAINT AND HAZARDOUS SUBSTANCES When the presence of asbestos, lead paint or hazardous substances are not shown on the plans or indicated in the specifications and the Contractor encounters materials which the Contractor reasonably believes to be asbestos or a hazardous substance as defined in Section 25914.1 of the Health and Safety Code, Contractor will immediately notify the engineer in accordance with Section 14-11.02 “Discovery of Unanticipated Asbestos and Hazardous Substances” of the Standard Specifications.

With City’s direction and approval, Contractor will proceed to conduct tests to determine the nature of the hazardous substance. If delay of work in the area delays the current controlling operation, it will be considered Extra Work as detailed in Section 4-1.05 “Changes and Extra Work,” of the State Standard Specifications.

LUMP SUM
All labor, materials and incidentals shall be provided for the lump sum prices specified in the Bid Schedule.

SUBCONTRACTING
All subcontractors, suppliers and vendors shall comply with applicable Agency, City and Federal orders regarding affirmative action to ensure equal employment opportunities and fair employment practices. Fail to file any report due under said orders will result in suspension of periodic progress payments.

PAYMENTS
Monthly payments to the Contract will be made based on percentage completion of work. After contract award, contractor will submit to the engineer a billing schedule of values for review and approval. Contractor will use an approved billing schedule of values to invoice every month.

SOUND CONTROL REQUIREMENTS
The noise level from the Contractor’s operations, between the hours of 8:00 a.m. and 5:00 p.m. shall meet the City of Richmond’s noise ordinance requirements. This requirement in no way relieves the Contractor from responsibility for complying with local ordinances regulating noise level.

Said noise level requirement shall apply to all equipment on the job or related to the job, including but not limited to trucks, transit mixers or transient equipment that may or may not be owned by the Contractor. The use of loud sound signals shall be avoided in favor of light warnings except those required by safety laws for the 640
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43 protection of personnel.

CONTRACTOR’S LIABILITY
The City of Richmond, the City Council, the Engineer or their agents and consultants shall not be answerable or accountable in any manner for any loss or damage that may happen to the work or any part thereof; or for any of the materials or other things used or employed in performing the work; or for injury to any person or persons, either workmen or the public; or for damage to any person or persons, either workmen or the public; or for damage to adjoining property from any cause which might have been prevented by the Contractor, or his workmen, or any one employed by him; against all of which injuries or damages to persons and property the Contractor, having control over such work, must properly guard. The Contractor shall be responsible for any damage to any person or property resulting from defects or obstructions or any time before its completion and final acceptance. So much of the money due the Contractor under and by virtue of the Contract as shall be considered necessary by the City may be retained by the City until disposition has been made of any suits or claims for damages aforesaid.

If, in the opinion of the Engineer, the precautions taken by the Contractor are not safe or adequate at any time during the life of the Contract, the Engineer may order the Contractor to take further precautions, and if the Contractor shall fail to do so, the Engineer may order the work done by others and charge the Contractor for the cost thereof, such cost to be deducted from any monies due or becoming due the Contractor. Failure of the Engineer to order such additional precautions, however, shall not relieve the Contractor from his full responsibility for public safety.

SECTION SP-10 – MOBILIZATION
Mobilization shall conform to the provisions in Section 9-1.16D, "Mobilization," of the State Standard Specifications and these Special Provisions.

In general, mobilization shall consist of the work associated with obtaining permits, insurance, and bonds, and the moving onto the site of materials, supplies, restroom facilities, and equipment as required for the proper performance and completion of the work.

MEASUREMENT AND PAYMENT
The contract lump sum price paid for “Mobilization/ Demobilization” (Bid Item 101) includes full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in bringing and removing labor and equipment to/from the site, complete in place, as shown on the plans, as specified in the Standard Specifications and these Specifications, and as directed by the Engineer.

SECTION SP-11 – STORM WATER POLLUTION CONTROL
The Contractor shall implement a Water Pollution Control Program consistent with Section 13-2 of the Standard Specifications. This shall implement the required measures as defined in the following Standard Specification sections:
641
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44 1. Section 13-4 Job Site Management

2. Section 13-5 Temporary Soil Stabilization

3. Section 13-6 Temporary Sediment Control

4. Section 13-7 Temporary Tracking Control

5. Section 13-9Temporary Concrete Washouts

6. Section 13-10Temporary Linear Sediment Barriers
No separate payment will be made for the purpose of controlling dust caused by Contractor and public traffic.

MEASUREMENT AND PAYMENT
Full compensation for Storm Water Pollution Control shall be considered as included in the prices paid for the various items of work and no additional compensation will be allowed therefor.

SECTION SP-12 – TEMPORARY TRAFFIC CONTROL
Maintaining safe and efficient traffic flow through the work zone is a high priority for the City. For the purpose of this section, traffic relates to cars, trucks, buses, pedestrians, and bicycles. The traffic control described in this section shall be coordinated with other City projects. The Contractor’s shall conform to Sections 7-1.03 “Public Convenience,” 7-1.04 “Public Safety” and Section 12 “Temporary Traffic Control” of the State Standard Specifications, insofar as they may apply, and these Specifications.

Traffic Control shall comply with the following:

1. No work that interferes with public traffic shall begin before 8:00 a.m. or after 5:00 p.m. from Monday through Friday. Lane closure hours are limited to between 8 a.m. and 5 p.m.

2. No work is allowed on Saturday, Sunday or Holidays.

3. During lane closure operations, a minimum of one flagman controlled and unobstructed paved traffic lane, not less than 11 feet wide, shall be open for use by public traffic.

4. The Contractor shall provide flagman and other personnel to control traffic at all times.

5. The Contractor shall prepare a detailed traffic control plan for the Engineer's advance approval; no work involving traffic control may occur until the Engineer approves the Plan.

6. All signs and other warning devices (including construction and advance warning signs placed beyond the limits of work) shall be provided and maintained by the Contractor at his or her expense, and shall remain his or her property after the completion of the contract.

7. The Contractor shall provide all flaggers at his or her expense.

8. The Contractor shall provide and maintain all necessary signs to inform the public of the work.

TRAFFIC CONTROL PLAN SUBMITTAL
The Contractor shall submit a “Traffic Control Plan” in conformance with Standard Plan, “Traffic Control System For Lane Closure on Multilane Conventional Highway”, showing the proposed exact location of signs, cone taper limits, and flashing arrow sign for review and acceptance by the Engineer. Lanes shall not be closed until the traffic control plan has been reviewed and accepted by the Engineer. Plan shall also be in compliance with the latest CA MUTCD.

If required, Contractor shall submit a “Pedestrian Traffic Control Plan” showing pedestrian detours or diversions that complies with the latest CA MUTCD including but not limited to Chapter 6D, Chapter 6F.

Section 6F.74, Chapter 6G. Section 6G.05, and Chapter 6H, Typical Application 28 and Caltrans Pedestrian Facilities Handbook downloadable from
http://www.dot.ca.gov/hq/construc/safety/Temporary_Pedestrian_Facilities_Handbook.pdf. 642
Special Provisions
45 All traffic control plans shall be prepared by a registered civil or traffic engineer, and shall provide sufficient information and details to show typical lane closures, channelizing, proposed detours, locations and usage of flagmen, typical construction zone signing, provisions for pedestrians, etc. The traffic control plan shall show in detail the proposed staging and sequencing of the work together with the proposed traffic control system for each work task. The proposed traffic control system shall, in all respects, satisfy the requirements of these Special Provisions. The Engineer will review the proposed traffic control plan and return it to the Contractor for any necessary revisions or corrections. The Contractor shall revise and resubmit the plan to the Engineer, and this process shall be repeated, until the proposed traffic control plan is accepted by the Engineer. The Contractor will not be permitted to perform any lane closures or implement any part of the traffic control plan until it has been accepted by the Engineer.

All weather and accessible access for pedestrians shall be provided at all times in and through the construction area. When a sidewalk, driveway or curb ramp is removed, the area shall be fenced and signage provided to direct pedestrians to an alternate ADA compliant route. Pedestrians shall be routed to temporary crossing points which shall be submitted to the Engineer for review and approval.

In locations where the sidewalk, driveway or curb ramp are removed, at the end of the work day the Contractor shall provide a temporary ADA compliant sidewalk, driveway or curb ramp fabricated from an accessible surface, including wood, asphalt or metal. A temporary access plan shall be submitted to the Engineer for review and approval 10 days prior to removal of the sidewalk, driveway or curb ramp.

No demolition work shall begin without the Engineer’s approval of the plans.

CONSTRUCTION AREA SIGNS
Once construction starts, the Contractor shall furnish and install construction area signs including sign required by proposition 68 grant to inform the public of the work in the area. Construction area signs shall be furnished, installed, maintained, and removed when no longer required. Signs shall be kept clean and in good repair. The Contractor’s traffic control plan shall show the location of the signs.

The Contractor shall be responsible for providing, placing, and installing all construction area signs. The signs shall not be installed on trees, utility poles, private property, traffic signals, or any other appurtenance, unless approved by the Engineer.

NO PARKING SIGNS
The Contractor’s traffic control plans shall show the locations where on street parking is to be temporarily removed. If approved by the Engineer, the Contractor shall post "NO PARKING" signs along the street to be closed not less than 72 hours in advance of the time he or she wishes to commence operations. The time and date must be written on each sign that is posted. Signs must be posted no more than 50 feet apart along the area to be cleared of vehicles. Signs shall be removed upon completion of the work in any given area or when there will be a delay between types of work (underground, concrete, pavement rehabilitation, etc.).

The Contractor shall notify the Engineer after posting said "NO PARKING" signs 72 hours before the prohibition is to become effective.

TRAFFIC CONTROL SYSTEM
If required, the Contractor shall implement the traffic control system as approved by the Engineer. If warranted by field conditions, the Contractor shall adjust the system as directed by the Engineer. The Contractor shall provide and implement all traffic handling devices and equipment as described in Sections 12-3 “Temporary Traffic Control Devices” and 12-4 “Maintaining Traffic” of the State Standard Specifications. 643
Special Provisions
46 If any component in the traffic control system is displaced, or ceases to operate or function as specified, from any cause, during the progress of the work, the Contractor shall immediately repair the component to its original condition or replace the component, and shall restore the component to its original location.

At the end of each workday, the Contractor shall open all streets for access and remove traffic control devices except for those providing advanced warning near work zones. Traffic control devices shall not be stored within public streets.

The Contractor shall allow traffic flow in two directions at all times providing two travel lanes of at least 11 feet each. When this is not possible, the Contractor shall provide flaggers to control traffic. The cost for flaggers is the Contractor’s responsibility.

All excavations shall be backfilled or covered with steel trench plates suitable for traffic loading, at the end of each day’s work. Trench plates shall be securely anchored in place and have temporary asphalt ramps all around. No open excavation of any depth will be permitted to remain overnight.

The Contractor shall provide access to all driveways within the work zone at all times.

TEMPORARY PEDESTRIAN ACCESS
All weather and accessible access for pedestrians shall be provided at all times in and through the construction area. When a sidewalk is removed, the area should be fenced and signage provided to direct pedestrians to an alternate route. Pedestrians shall be routed to temporary crossing points as approved by the Engineer.

However, the route shall not exceed one block.

At the end of each work day, the Contractor shall make provisions to allow safe access to pedestrians through the work zone.

In locations where the sidewalk is removed and entrances to private property are obstructed, the Contractor shall provide a temporary sidewalk fabricated from wood or asphalt. The temporary sidewalk shall comply with the Americans with Disabilities Act. A temporary access plan shall be submitted to the Engineer for review and approval 10 days prior to removal of the sidewalk.

The Contractor shall provide an alternate circulation path shall be provided whenever the existing pedestrian access route in the public right-of-way is blocked by construction, alteration, maintenance, or other temporary conditions.

Where possible, the alternate circulation path shall parallel the disrupted pedestrian access route, on the same side of the street. The path shall minimize the length of detour and shall be approved by the Engineer before implementation. The alternate circulation path shall be all weather and compliant with the Americans with Disabilities Act. Where the alternate circulation path is adjacent to potentially hazardous conditions, the path shall be protected with barricades.

TEMPORARY PAVEMENT DELINEATION
When the Contractor removes striping or markings, he or she shall immediately place temporary delineation prior to opening the traveled way to public traffic.

Surfaces on which temporary pavement delineation is to be applied shall be cleaned of all dirt and loose material and shall be dry when the pavement delineation is applied. The Contractor shall perform all work necessary to establish satisfactory alignment for temporary pavement delineation. Temporary pavement delineation that is damaged from any cause during the progress of the work shall be immediately repaired or replaced by the Contractor at their expense.
644
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47 The Contractor shall not use paint on pavement that is to remain in place. In this case, the Contractor shall use Temporary Traffic Stripe and Pavement Marking Tape. Tape shall be applied to a clean dry surface and rolled slowly with a rubber tired vehicle or roller to ensure complete contact with the pavement surface in accordance with the manufacturer’s recommendations. Tape shall not be applied over existing stripes or markings.

Completed stripes shall be straight on tangent alignments and shall be on a true arc on curved alignments.

Temporary pavement markers may be used to simulate the striping shown on the approved traffic control plans.

The use of temporary pavement markers shall conform to the typical details for pavement markers and traffic lines shown in the State Standard Plans and as determined by the Engineer.

When no longer required for the direction of public traffic, as determined by the Engineer, the temporary traffic stripe and pavement marking tape and temporary pavement markers, applied to existing pavement, the top layer of new pavements or any other paved surface where the previously placed pavement delineation conflicts with the new traffic pattern, shall be removed and disposed of in accordance with the provisions of these Specifications, and all lines and marks used to establish the alignment for the temporary traffic stripes, pavement markings and temporary pavement markers shall be removed from the pavement.

TEMPORARY VEHICLE ACCESS
The Contractor shall provide a stable base for vehicles to travel over at the end of the workday. This can include a class II aggregate base or cement treated base compacted adequately to support vehicle traffic without yielding. The Contractor shall apply water to control dust. The Contractor shall leave this temporary condition for the shortest period as necessary to complete the work; it shall be no more than 7 working days.

TEMPORARY PAVING
The Contractor shall place hot mix asphalt pavement in accordance with the Section 39 “Asphalt Concrete” of the State Standard Specification as necessary to provide two lanes of travel in each direction, turn lanes, access through intersections, and accommodate any vertical transitions. In locations shown in the Plans, the Contractor shall additionally provide, place, and compact class II aggregate base to facilitate the installation of the temporary asphalt paving. When a vertical difference in excess of 1.0 inch (i.e. between new pavement and old pavement) exists either parallel or perpendicular to the vehicle’s path of travel, the Contractor shall place hot mix asphalt pavement allowing for a smooth transition to the satisfaction of the Engineer. The Contractor shall be responsible for maintaining the asphalt pavement for the duration of the project. The Contractor shall grind, remove, and dispose of the asphalt as necessary to accommodate the staging.

MEASUREMENT AND PAYMENT
Full compensation for Temporary Traffic Control shall be considered as included in the prices paid for the various items of work and no additional compensation will be allowed therefor.

SECTION SP-14 - DISPOSAL OF MATERIALS
The Engineer has not arranged for disposal of materials associated with construction. These materials may include, but are not limited to, general debris, soil, plastic, concrete, asphalt, pipe of various types, rock, and vegetation. The Contractor shall comply with the following:

1. Dispose of all debris and waste materials in a safe and legal manner.

2. Not burn and/ or bury waste materials within the project area.

3. Allow any dirt, refuse, excavated material, surplus concrete or mortar, or any associated washings, to be disposed of onto streets, into manholes, or into the storm drain system.

The Contractor shall dispose of specific material as follows:
645
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48 1. All concrete and asphalt in a recycling facility.

2. All asphalt containing pavement fabric in a suitable landfill.

3. Wood and metal in a recycling facility.

4. All other materials in a suitable landfill.

The Engineer has no analytical testing data available for soil within the project limits. The Contractor shall assume that all soil has levels of contamination that exceeds environmental screening levels listed by the California Regional Water Quality Control Board for residential land use or commercial/industrial land use but is non-regulated and non-hazardous in accordance with Sections 25316 and 25317 of the State of California Health and Safety Code.

The Contractor shall be responsible for completing testing of the soil to be disposed to the satisfaction of the receiver of the soil. These tests could include, but are not limited to, heavy metals (CAM 17 metals), TPH (gas, diesel, and motor oil), semi-volatile organic compounds, pesticides, and polychlorinated biphenyls (PCBs). The Contractor shall submit to the Engineer copies of all waste manifests provided by the receiver of the soil.

The Contractor shall not stockpile and mix soil that originates from different locations of the work area or project elements. If the Contractor mixes soil, they shall be responsible for all disposal costs, including management of hazardous materials.

The Contractor shall schedule disposal of materials such that inclement weather does not impair access to the disposal facility.

Should the Contractor encounter asbestos as defined in Labor Code Section 6501.7 or a hazardous substance as defined in Health & Safety Code Section 25316 and § 25317 immediately stop working in the area of discovery and notify the Engineer. All work with hazardous substances shall be completed in accordance with Section 22 of the California Code of Regulations Division 4.5. The Engineer considers this work as a change in conditions.

MEASUREMENT AND PAYMENT
Full compensation for furnishing all labor, materials, equipment, and incidentals for doing all the work involved in Disposal of Materials shall be considered as included in the prices paid for the various items of work unless otherwise defined in these Specifications and no additional compensation will be allowed therefor.

SECTION SP-15 - EXISTING UTILITIES
Attention is directed to Sections 8-1.10, “Utility and Non-Highway Facilities”, and Section 15, “Existing Facilities”, of the State Standard Specifications. The scope of work of this section includes, but is not limited to, the following: removal of existing highway facilities, adjusting existing survey monuments, water valves, manholes and interconnect and monitoring well covers to grade, and protecting existing highway facilities.

The Engineer illustrates the locations of existing utilities in approximate locations in the Plans based upon record information and field review. The Contractor shall verify all horizontal and vertical locations of existing utilities and other obstructions prior to construction activities by potholing. The Contractor shall submit a log with the location of all utilities potholed to the engineer prior to excavation in an area. The contractor shall submit a log with the location of all utilities identified. If the Contractor identifies conflicts, he or she shall notify the Engineer immediately.

The Contractor shall call U.S.A. 800-227-2600 to mark the locations of all underground utilities at least fortyeight (48) hours before the intended start of excavation.

The Contractor shall retain a utility locating service to identify private utilities including water, communications, 646
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49 electrical service, and storm drainage facilities within the PPMT.

At the completion of work, the Contractor shall remove all U.S.A. painted markings by water blasting or other non-destructive method, approved by the Engineer. Sandblasting or grinding to remove markings will not be allowed.

Payment for removing U.S.A. painted markings shall be considered as included in the cost of the various items of work shown on the Bid Form Proposal and no additional compensation will be allowed therefore.

Any damage to storm drain facilities or sewer facilities due to the Contractor’s operations shall be repaired or replaced by the Contractor to the satisfaction of the Engineer at the Contractor’s expense. Any damage to gas, electric, water, telephone, or other utilities shall be repaired by the utility company at the Contractor’s expense.

The Contractor shall be responsible for coordinating with all utilities for the repair, adjustment or relocation of utility facilities.

The Contractor shall coordinate the work and cooperate with the utility companies during construction.

DELAYS
The Contractor shall receive no additional compensation for delays or inconvenience caused by utility relocations and / or adjustments. The delay caused by these relocations and/or adjustments shall not count towards the Contractors’ “working days”.

SURVEY MONUMENTS
Existing survey monuments shall be preserved, referenced or replaced pursuant to the requirements of State of California Streets and Highways Code Sections 732.5, 1492.5 and 1810.5 and Business and Professions Code Section 8771 and the following:

1. The Contractor shall not disturb permanent survey monuments or bench marks without consent of the Engineer. The Contractor shall bear the expense of replacing any monument or bench mark that may be disturbed without permission. Replacement shall be done only with the direction of, and in the presence of, the Engineer.

2. Should the Contractor, during the course of construction, encounter a survey monument or bench mark not shown on the plans for the work, he/she shall promptly notify the Engineer, in writing, so that the monument or bench mark may be properly referenced, preserved and/or restored.

SECTION SP-16 – PRESERVATION OF PROPERTY
The Contractor’s attention is directed to Section 5-1.36 “Property and Facility Preservation” of the State Standard Specifications. Building, fences, signs, walls, headers, curbs, gutters, sidewalks, driveways, curb ramps, pavements, hardscape, irrigation systems, drains, utilities, and any other features which are not designated to be removed shall be protected in place. Any damage to these facilities shall be repaired by the Contractor entirely at his or her expense as directed by the Engineer.

Existing trees, shrubs, and other plants, that are not to be removed and are injured or damaged by reason of the Contractor’s operations, shall be replaced by the Contractor at his/ her cost. The minimum size of tree replacement shall be 24-inch box and the minimum size of shrub replacement shall be 15 gallons.

Replacement ground cover plants shall be from flats and shall be planted 12 inches on center. The replacement specimen must be of the same species. All damaged vegetation is to be disposed of in a legal 647
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50 manner as required by these Specifications.

It shall be the contractor’s responsibility to ascertain the location of all utilities, including drains, manholes and monuments. The Contractor shall preserve all existing benchmarks, survey control points, reference points, and other permanent points within the project limits. Any of the aforementioned controls that are damaged will be replaced by the Contractor’s licensed Land Surveyor at no cost to the City.

Additionally, the Contractor shall institute measure to preserve and protect buildings, fences, signs, hardscape, and underground utilities located adjacent to the work area. All damaged items shall be replaced in kind or as approved by the Engineer.

REPLACEMENT OF DAMAGED SURFACES
All concrete curbs, gutters, driveways, sidewalks, curb ramps or other surfaced areas which are broken or damaged shall be reconstructed by and at the expense of the Contractor, of the same kind of material and of the same dimensions as the original work or as directed by the Engineer, with the minimum requirement that concrete as specified herein shall be used. Repairs shall be made by removing and replacing the entire portion between joints or scores and not by refinishing the damaged part.

APPEARANCE OF WORK
All work shall match the appearance of existing improvements to the satisfaction of the Engineer.

UTILITIES
The Contractor shall telephone Underground Service Alert (USA) at (800) 227-2600 or 811 a minimum of two working days prior to start of work so that underground facilities can be approximately located and marked on the surface by the various utilities.

The Contractor shall, prior to start of construction, excavate and pothole and determine the exact locations, both horizontally and vertically, of all utilities within the roadway in the Project area. Any utilities that are in conflict with the proposed work shall be relocated by the respective utility companies. If any utilities are in conflict with the proposed work, the Contractor shall notify the Engineer in writing of the location and elevation of the utility line that is in conflict. The Contractor shall coordinate all work with the utility companies under the direction of the Engineer.

The Contractor will be allowed additional working days equal to the number of working days that the relocation of utilities delays his work. No compensation will be allowed for idle time of equipment during the utility relocation.

MATERIALS
Materials and quality of work shall conform to those specified by the City Standards, the State Standard Plans and Specifications, and these Specifications.

RESTORATION DUE TO CONTRACTOR’S MEANS AND METHODS
The Contractor shall restore existing curbs, gutters, sidewalks, and asphalt at no additional cost to the City.

SECTION SP-17 – CONSTRUCTION STAKING
The approved plans provide sufficient information for a qualified surveyor to lay out the project. The Contractor shall provide all construction staking and surveying. All working stakes shall be established by a licensed Land 648
Special Provisions
51 Surveyor or a registered Civil Engineer authorized to practice land surveying pursuant to Section 8725 of the Business and Professions Code of California. The Contractor shall be held responsible for the correctness of such working stakes. The Contractor shall furnish the City Engineer legible notes ten (10) calendar days prior to the Contractor starting work in the area staked. The notes shall show the location of the working stakes in relation to the construction centerline or reference line, and all calculations used to reach the results of information written on the working stake marker. The location of the working stakes shall conform to the latest edition of the Caltrans Surveys Manual as shown in Chapter 12.

The Contractor shall provide a qualified “Grade Setter” to check horizontal and vertical alignment of all improvements in progress so that improvements will be built to conform to the lines, widths, and grades on the approved plans or any change order issued by the Engineer. The Contractor shall make available the “Grade Setter” to work with the City’s Inspector on checking or verifying all grade stakes, blue tops, form work, etc., when requested by the Inspector. The “Grade Setter” shall provide all necessary equipment and tools to perform this work.

Since this is a Lump Sum Bid Item, the Contractor is responsible for any and all re-staking expenses. The only exception is if there is found to be an error in the approved plans. All additional cost considerations will be included as part of any Change Order.

The Contractor shall preserve all existing benchmarks, survey control points, reference points, and other permanent points within the project limits. Unless noted in the plans, any survey control damaged by the Contractor shall be replaced by the Contractor’s licensed Land Surveyor at no cost to the Engineer.

In addition to the survey work required for establishing “…the lines, widths, and grades on the approved plans (etc)”, the Contractor shall engage the services of a licensed land surveyor to fully comply with §8771(b) of the Land Surveyors’ Act. This work consists of locating and referencing any/all survey monument(s) that might be “destroyed, damaged, covered, or otherwise obliterated” during the prosecution of this contract. All known reference points are shown in the Plans. Thereafter, the Contractor’s surveyor shall prepare, submit, and file for pre-construction and post-construction Corner Records as required.

SECTION SP-18 – DEWATERING
The contractor shall be solely responsible for dewatering excavations and subsequent control surface and ground water flows.

DEWATERING PLAN
If required, the contractor shall provide a Dewatering Plan.

If pumping is used, the contractor shall, at all times have sufficient pumping equipment available for immediate use including standby pumps for use in case other pumps become inoperable. Water shall be disposed of so as to be compliant with the law, and so it does not cause injury to public or private property or be a menace to the public health.

Disposal of water through dewatering operations shall conform to the requirements of the Contract Documents and State and Federal Law.

MEASUREMENT AND PAYMENTS
649
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52 Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefor.

SECTION SP-19 – SAWCUT EXISTING PAVEMENT
The Contractor shall saw cut asphalt where required and as shown on the plans. Saw cutting shall be vertical and neatly edged and all the way through pavement to the sub grade. The sawing method shall consist of cutting a groove through the pavement with a power driven concrete saw or equivalent. The Contractor shall provide a vacuum to remove water and debris during the saw cutting process.

SECTION SP-25 – AGGREGATE BASE
Aggregate bases shall conform to Section 26, "Aggregate Bases" of the State Standard Specifications and these Special Provision Specifications.

All aggregate base used for the project shall be Class 2. The grading shall be 3/4 inch maximum size aggregate.

Aggregate base may include or consist of material processed from recycled asphalt concrete, portland cement concrete, lean concrete base, cement treated base, or a combination of any of these materials.

The use of 100% recycled aggregate base is allowed with the following conditions:

A. Shall conform to Section 26, “Aggregate Bases,” of the State Standard Specifications B. Use only within the roadway structural section
C. 5% maximum asphalt concrete
D. No glass
E. No organic materials
The following defines the difference between recycled and reclaimed:

Recycled – developed through the recycling plant and is re-blended to conform with Section 26 requirements of the State Standard Specifications
Reclaimed – taken from one site, stockpiled, and re-used on another site and does not go through the plant and is not re-blended
The use of reclaimed asphalt is not allowed on this project. All reclaimed material must be re-processed through a crushing and screening plant.

If the Contractor intends to use recycled Class 2 aggregate base, he or she must provide independent laboratory testing showing that the proposed material conforms to the Class 2 material as defined in Section 26 of the State Standard Specifications. The results must additionally include the data necessary to calibrate field compaction testing equipment to evaluate the material placed in reference with ASTM D1557. The Contractor shall supply testing results as necessary to the satisfaction of the Engineer.

In addition to R-value and durability index testing, the aggregate shall conform to the following additional quality requirement:
650
Special Provisions
53 Test Calif. Test Method No. Requirement
Loss in Los Angeles Rattler
(after 500 revolutions)
211 50% Maximum

SECTION SP-26 – ASPHALT CONCRETE PAVEMENT
Hot mix asphalt used shall conform to the provisions of in Section 39, "Asphalt Concrete," of the State Standard Specifications and these Special Provisions Specifications.

Materials used include:

1. Asphalt Concrete for the surface course shall be ½” Type A for a minimum of 2” in roadway areas.

2. Asphalt Concrete for the surface course shall be ½” Type A for all trail areas.

3. Asphalt Concrete for the base course (below 2” from final grade) shall be ¾” Type A. a. All ¾”asphalt concrete shall be placed in 3” minimum and 4” maximum lifts.

4. The asphalt concrete binder shall be PG 64-10.

5. Tack coat shall be utilized and will be emulsified asphalt Grade RS-1, RS-1h, SS-1, or SS-1h and shall conform to Section 94, ‘Asphaltic Emulsions’, of the Standard Specifications.

The Contractor shall use the Standard HMA construction process.

The Contractor shall provide a Job Mix Formula as detailed in Section 39-2 “Hot Mix Asphalt” of the State Standard Specifications.

The quality control measures for the asphalt concrete shall be as outlined in Section 39-2 “Hot Mix Asphalt” of the State Standard Specifications.

The Contractor shall schedule his or her paving operations such that the entire asphalt layer is placed at the completion of the workday leaving no exposed joints. All paving joints shall be on lane lines only.

The final lift of asphalt concrete for the roadway section (the top 2-inches) shall be placed in one continuous operation over the entire street with the adjacent 2-inch Asphalt Overlay section The quantity for the top 2-inch lift is included in the total quantity for Asphalt Overlay. The asphalt quantity for any additional depth below the 2-inch lift shall be considered as part of the bid item for Asphalt Concrete – Roadway.

The Contractor shall not perform paving operations when the weather is rainy or foggy. It shall be the Contractor's responsibility, based on weather predictions, to schedule his paving operations to avoid paving in the rain or fog.

If the day's operations are canceled because of predicted rain or fog, a non-working day will be allowed regardless of actual working conditions.

Asphalt concrete shall not be placed on any surface, which contains ponded water or excessive moisture in the opinion of the Engineer.

If paving operations are in progress and rain or fog forces a shutdown, loaded trucks shall return to the plant and no compensation will be allowed therefor.
651
Special Provisions
54 The Contractor shall furnish and use canvas tarpaulins to cover all loads of asphalt concrete from the time that the mixture is loaded until it is discharged from the delivery vehicle, unless otherwise directed in writing by the Engineer.

Severely cracked or uneven pavements and as directed by the Engineer, shall receive a leveling course. The Contractor shall apply a tack coat emulsion with a Minimum Residual Rate (gallons per square yard) similar to that of a planed pavement surface (0.05 minimum). If, in the opinion of the Engineer, the pavement appears too dry after applying tack coat, another application of tack coat shall be applied by the Contractor.

No traffic shall be allowed on the asphalt tack coat with the exception of vehicles unloading asphalt concrete. All vehicles involved with the Contractor's operations shall turn around within the road right-of-way. Driveways and other private property shall not be used without prior written consent of the involved property owner, a dated copy of which shall be delivered to the Engineer prior to the use thereof.

The area to which the tack coat has been applied shall be closed to public traffic. Care shall be taken to avoid tracking the asphaltic emulsion material onto existing pavement surfaces beyond the limits of construction.

All asphalt concrete spillage and/or tracking of tack coat (asphaltic emulsion) or other materials on public streets, driveways and gutters shall be removed or cleared within 48 hours of the hot mix asphalt placement. If existing striping is marked by emulsion or other materials, it shall be repainted/restored. Alternatively, existing striping may be protected by a method approved by the Engineer.

Conform cuts between existing pavement and newly constructed pavement shall be made by cutting the existing pavement to a neat, smooth line at the limit lines and constructing a vertical-face butt joint.

Batch data and load slips shall be presented to the Engineer as asphalt is delivered to the project site. Failure to do so may result in non-payment for questionable quantities or rejection of the load.

ASPHALT TAPERS
The Contractor shall place hot mix asphalt tapers as described in this section at all vertical surfaces open to traffic (i.e. driveways and conform limits) and at roadway utility structures. The contract price for temporary asphalt tapers shall be included in the cost for Traffic Control Work.

Full compensation for conforming to the requirements of this Section and for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in furnishing and compacting the aggregate base as shown on the Plans, and as specified in the State Standard Specifications and these Special Provision Specifications shall be considered as included in the prices paid for the various items of work related to other roadway work and no separate payment will be made therefore.

ASPHALT PLUGS
The Contractor shall replace asphalt as necessary to complete the concrete improvements. The Contractor shall place hot mix asphalt as described in this section to a depth of at least 6 inches as shown on the plans. The contract price for asphalt plugs shall be included in the cost for the various concrete items of work.

08.03.2026
Robert Stevens
Registered Civil Engineer, Number 58660
CSWST2
653
Technical Provisions
56 TS-1 REMOVAL AND DEMOLITION
In the locations shown in the Plans, described in these Special Provisions, and as coordinated in the field, the Contractor shall remove and dispose of various items including:
• Forklift
• Boiler
• Lights
• Concrete slab and fencing
• Signs

MEASUREMENT AND PAYMENT
The contract unit price paid for “Remove Forklift” (Bid Item 102), “Remove Boiler” (Bid Item 103), and “Remove Miscellaneous Signs” (Bid Item 106) includes full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved equipment removal, complete in place, as shown on the Plans, as specified in the Standard Specifications and these Specifications, and as directed by the Engineer.

The contract lump sum price paid for “Remove Lights and Miscellaneous Concrete” (Bid Item 104) includes full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved equipment removal, complete in place, as shown on the Plans, as specified in the Standard Specifications and these Specifications, and as directed by the Engineer.

The contract price paid per square for “Remove Concrete Slab and Fencing” (Bid Item 105) includes full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved equipment removal, complete in place, as shown on the Plans, as specified in the Standard Specifications and these Specifications, and as directed by the Engineer.

TS-2 STRIPING REMOVAL
The Contractor shall remove all existing thermoplastic striping, thermoplastic legends, paint, striping, and raised pavement markers within the limits of work. When removing striping and legends, the Contractor shall use equipment to minimize damage to the pavement’s surface. Removal by sandblasting will not be allowed.

The existing traffic striping at the Port of Richmond is lead free.

When removing the raised pavement markers the Contractor shall remove excessive adhesive left on the pavement caused from the removal of raised pavement markers. In areas where grinding of asphalt or new asphalt overlay is not in project scope, any excessive pavement damage occurred from the removal of raised pavement markers, the damage shall be repaired by filling with patching material. Removal shall be done to the satisfaction of the Engineer.

Existing pavement markers shall be removed in accordance with Section 81-8.03B of the Standard Specifications.

In the locations that the Contractor is to remove markers, markings, and lines, the Contractor shall use methods that do not damage the pavement’s surface.

MEASUREMENT AND PAYMENT
Full compensation for furnishing all labor, materials, equipment, and incidentals for doing all the work involved in the work contained in this section shall be considered as included in the prices paid for the various items of work and no additional compensation will be allowed therefor. 654
Technical Provisions
57 TS-3 ASPHALT WORK
In the locations shown in the Plans, described in these Special Provisions, and as coordinated in the field, the Contractor shall complete pavement rehabilitation work consistent with the requirements of Section SP-26 of these Special Provisions. Specific work included in this section includes the following:

1. Pavement Repair. The Contractor shall mark location of asphalt repair in the field with the Engineer.

This work shall include milling and placing no less than 2 inches of asphalt.

2. New Asphalt Section. This shall include placing a new asphalt section after removal of the concrete pad.

3. Sinkhole Repair. This work shall include saw cutting, backfill, and placement of asphalt consistent with the project plans.

4. Asphalt Mill and Overlay This work shall including milling and placement of asphalt atop a concrete dock.

All materials removed shall be disposed in accordance with Section SP-14 “Disposal of Materials” of the Special Provisions.

MEASUREMENT AND PAYMENT
The contract price paid per square foot for “Pavement Repair” (Bid Item 107), “New Asphalt Section” (Bid Item 108), and “Sinkhole Repair (Bid Item 109) includes full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in repair asphalt, complete in place, including saw cutting, milling, asphalt placement, striping, and disposal of unsuitable materials as shown on the Plans, as specified in the Standard Specifications and these Specifications, and as directed by the Engineer.

The contract price paid per ton for “Asphalt Mill and Overlay” (Bid Item 110) includes full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in repair asphalt, complete in place, including saw cutting, milling, asphalt placement, striping, and disposal of unsuitable materials as shown on the Plans, as specified in the Standard Specifications and these Specifications, and as directed by the Engineer.

TS-4 ASPHALT BERM
The Contractor shall install an asphalt berm as shown in the project plans and in accordance with Section 39-2.01B(11) of the Standard Specifications.

MEASUREMENT AND PAYMENT
The contract price paid per linear foot for “Install Asphalt Berm” (Bid Item 111) includes full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in placing a berm, complete in place, as shown on the Plans, as specified in the Standard Specifications and these Specifications, and as directed by the Engineer.

TS-5 SLURRY SEAL
The Contractor shall apply a slurry seal to the location shown on the Plans. This work includes the removal of all pavement stripes and markings, clean and weed abate cracks, and perform crack sealing. Prior to commencing this work, the Contractor shall coordinate with the Engineer to identify locations of Pavement Repair as detailed in these Technical Provisions.

The Contractor shall complete the slurry seal of the parking lot area in no less than four stages allowing the tenant to use the open area for their operations. The Contractor shall adapt its installation process to ensure the seals adherence to the parking lot surface.

Prior to crack sealing the Contractor shall remove vegetation and debris from cracks. Cracks having an average clear opening of ¼ inch or greater shall be cleaned with high velocity compressed air to a depth of ¾- to 1-inch unless otherwise directed by the Engineer. The air compressor shall be capable of providing 655
Technical Provisions
58 sufficient uncontaminated air pressure and shall be equipped with traps that prevent oil and moisture from entering the stream of compressed air. The Contractor shall remove all debris from the road surface.

The Contractor shall neutralize future vegetation growth by heating the cracks. When using heat, the Contractor shall use extreme care to prevent fire. The City of Richmond prohibits the use of herbicide.

Crack Sealing
Work shall conform to Sec. 37-6, “Crack Treatment” in the Standard Specifications and these Specification.

The Contractor shall seal cracks on all streets designed for crack sealing and those receiving fog seals.

Crack and joint sealant material shall be hot-poured sealant “Crafco, Roadsaver Low Tack” (#34543) or approved equal.

Crack sealant shall meet the following requirements for Type I, Joint and Crack Sealants, Hot-applied, for Concrete and Asphalt Pavements.

Sealant packaged in containers shall be labeled in accordance with AASHTO M 301-85, Section 5. Bulk shipments of sealant shall be accompanied by documents providing the name of the manufacturer, trade name of the sealant, batch or lot number, pouring temperature, and safe heating temperature. Mixing of more than one lot or batch within a bulk shipment of sealant will not be permitted.

Contractor shall thoroughly inspect the project site prior to submitting a bid for the project. All cracks and joints exceeding 1/4” in diameter shall be sealed.

Crack sealant shall not be placed during wet or inclement weather, or on wet surfaces. The atmospheric temperature shall be at least 4°C (40°F) and rising before the crack sealant is placed. The temperature of the existing pavement surface shall be above 0°C (32°F) when applying the crack sealant.

Crack Sealant shall be applied only when the wind conditions are such that a satisfactorily seal is achieved.

Air compressors shall be capable of providing sufficient uncontaminated air pressure to clean the cracks and shall be equipped with traps that prevent oil and moisture from entering the stream of compressed air.

The equipment for heating and preparing the sealant mixture shall be capable of providing a continuous supply of the prepared mixture and of maintaining a continuous, uniform, homogeneous mixture throughout the sealing operation. Continuous mechanical agitation shall be provided as necessary to maintain homogeneity.

Application devices shall provide uniform application of the sealant materials without clogging, or other irregularities in distribution. Application devices and equipment shall meet all stated requirements of the sealant manufacturer.
656
Technical Provisions
59 Cracks having an average clear opening of ½-inch or greater shall be cleaned with high velocity compressed air to a depth of ¾- to 1-inch unless otherwise directed by the Engineer.

Immediately before placing the sealant, the sealant reservoirs shall be cleaned of loose particles, dust and other deleterious materials by means of high velocity compressed air.

Application of sealant shall be controlled to confine the crack sealant within the reservoirs. Crack sealant shall be applied to the clean, surface-dry reservoirs to a depth of between 3/8- to ¼-inch below the existing surface of the roadway. If, in the opinion of the Engineer, the Contractor’s method of filling the crack results in an excessive amount of sealant on the pavement surface, filling shall be stopped and the method changed.

Overflow shall be cleaned from the pavement surface. The Engineer will determine when the cracks are properly sealed.

Should clogging of the application devices or irregularities in the application occur, operations shall cease until corrective action is taken.

Special requirements indicated by the manufacturer for preparation or placement of a given sealant material will be followed.

Vehicular traffic will not be permitted on the pavement surface until sufficient curing time has elapsed to eliminate pickup or tracking of the sealant.

Slurry Seal
This section covers the furnishing and application of Type II slurry seal to existing pavement surfaces designated on the Plans, in accordance with Section 37-3, "Slurry Seal," of the Standard Specifications and these Specification. Slurry seal shall be applied to streets designated for surface treatment only (no mill and fill).

A test strip shall be placed in conditions similar to those expected to be encountered during the project. Test strip shall be approved by the Engineer prior to further roadway application.

Aggregate shall be 100% crushed with no rounded particles, volcanic in origin and black in color. The use of gray or light-colored aggregate will not be allowed.

Immediately before commencing the slurry seal operations, all surface metal utility covers (including survey monuments) shall be protected by thoroughly covering the surface with an appropriate adhesive and oiled or plastic paper. No adhesive material shall be permitted to cover, seal, or fill the joint between the frame and cover of the structure. Covers are to be uncovered and cleaned of slurry material by the end of the same workday.

All existing raised traffic and reflective pavement markers shall be removed from the pavement prior to the placement of slurry seal.

No application of slurry seal mixture shall be permitted when the temperature of the pavement to be surfaced is below 50o
F or when the air temperature is below 55oF in the shade or when in the opinion of the Engineer, road conditions, road temperatures, imminence of rain, wetness or dampness are not conducive to successful results.

Prior to placing the slurry seal, the streets shall be cleaned by sweeping with self-loading, self-propelled sweepers with water spray bars to reduce dust. Sidewinder sweepers or brooms that wind row material and do not remove it shall not be used. Completion of sweeping shall be evidenced by the absence of all loose particles of paving, dirt, vegetation, and all other extraneous material. If needed, all areas shall be swept a second time or more if necessary in the same manner as the first sweeping or as directed by the Engineer.

The slurry seal shall be applied to the full width of the roadway (excluding any existing Portland cement concrete gutters).

The minimum thickness of the slurry seal shall be 3/16 above the nominal surface of the existing underlying pavement.
657
Technical Provisions
60 The slurry seal machine shall move forward at such a speed that the fluid mixture will penetrate and substantially fill all available voids. The slurry box squeegees, rubber belting or similar material, shall be flexible enough to wipe the slurry seal uniformly over the surface without gouging, scouring, or abrading the surface.

The Contractors shall furnish and maintain in good operating condition all tools and equipment necessary to do the work with a minimum of inconvenience to the public and shall employ sufficient personnel to operate all equipment efficiently and skillfully. The contractor shall immediately remove any excess slurry seal from the gutters.

The Contractor shall return to each area receiving a slurry seal a minimum of 2 times, but up to three (3) times for post sweeping at the following intervals: 3 days after slurry seal is placed, 2 weeks after slurry seal is placed, and the day of striping and marking operations, just prior to striping and pavement marking placement. Brooms shall be self propelled and capable of removing loose material from the surface during sweeping.

The Contractor shall refrain from using fuel or solvents of any kind for cleaning tools and equipment in such a manner as to permit spillage of diesel fuel or solvent on the pavement, curbs, gutters, parkways, or other adjoining areas.

At least 7 days before the work commences, the contractor shall submit an approved mix design covering the specific materials to be used on the project. This design will be performed by a laboratory, which has experience in designing slurry seal. The International Slurry Surfacing Association can provide a list of laboratories experienced in slurry seal design. After the mix design has been approved, no substitution will be permitted, unless approved by the Engineer.

Cleanup - All areas, such as utility covers, gutters, and intersections, shall have the slurry seal mix removed as specified by the City Engineer. The contractor shall, on a daily basis, remove any debris associated with the performance of the work. The loose aggregate remaining after the slurry seal has been set shall be swept up and disposed of the day after it was placed. All streets shall be reswept two weeks and again six weeks after the completion of the slurry seal to remove any loose aggregate.

MEASUREMENT AND PAYMENT
The contract price paid per square yard for “Slurry Seal” (Bid Item 112) shall include full compensation for furnishing all labor, materials, tools and equipment necessary to perform the work involved in placing the slurry seal including all incidental work or materials necessary including striping removal, crack cleaning, and crack sealing to complete the work as specified in the State Standard Specifications, Special Provisions, these Technical Provisions, and as directed by the Engineer.

TS-6 CRACK SEAL BETWEEN CONCRETE AND ASPHALT
The work consists of removing vegetation, soil, loose pavement, existing filler, and other debris from gaps between asphalt concrete and Portland cement concrete and filling the prepared gaps as specified. Clean the gaps using mechanical brushing, vacuum equipment, oil-free compressed air, or a combination of these methods. Surfaces receiving sealant or asphalt repair mastic must be clean and dry. Remove standing water before placing material. Do not allow debris or repair material to enter drainage facilities or receiving waters.

Fill gaps up to 3/4 inch wide with hot-applied, polymer-modified asphalt joint sealant complying with ASTM D6690. Where necessary, install closed-cell backer rod or other compatible bond-breaker material to control the sealant depth. Provide a sealant width-to-depth ratio of approximately 2:1, with a minimum depth of 3/8 inch and maximum depth of 3/4 inch, unless otherwise recommended by the manufacturer. Apply primer when required by the manufacturer.

Fill gaps greater than 3/4 inch through 2 inches wide with hot-applied, polymer-modified, aggregate-filled asphalt repair mastic manufactured for wide pavement cracks and joints. Where the gap is deeper than the required mastic placement depth, fill the lower portion with closed-cell backer rod, clean dry sand, or clean 658
Technical Provisions
61 fine aggregate. Consolidate granular filler to minimize settlement and leave a minimum depth of 1 inch for the asphalt repair mastic. Ordinary hot-poured crack sealant must not be used to fill gaps wider than 3/4 inch.

Fill gaps greater than 2 inches through 6 inches wide with aggregate filler or excavatable controlled lowstrength material. Aggregate filler may be used only where the gap has a firm, confined bottom and the aggregate cannot migrate beneath the adjoining pavement or concrete. Use controlled low-strength material where the gap is deep, irregular, unconfined, or contains underlying voids. Terminate the aggregate filler or controlled low-strength material approximately 1-1/2 inches below the adjacent surface and fill the remaining depth with hot-applied, aggregate-filled asphalt repair mastic. Place the mastic in lifts not exceeding the manufacturer’s recommended maximum thickness.

Controlled low-strength material must be self-consolidating and excavatable, with a 28-day compressive strength between 50 and 150 psi and a maximum compressive strength of 300 psi at any age. The material must have sufficient flowability to fill irregular openings without mechanical consolidation and must exhibit minimal segregation, settlement, shrinkage, and bleed water. Allow the controlled low-strength material to harden sufficiently to support placement of the surface material. Remove bleed water, laitance, and loose material before placing asphalt repair mastic.

Where erosion or a subsurface void extends beneath the adjoining asphalt or concrete, notify the Engineer before placing material. Fill authorized subsurface voids with controlled low-strength material placed progressively to minimize trapped air and unfilled cavities. Prevent controlled low-strength material from entering pipes, drainage facilities, utility structures, expansion joints, or receiving waters.

Joint sealant and asphalt repair mastic must be suitable for bonding to both asphalt concrete and Portland cement concrete. Asphalt repair mastic must be a factory-manufactured, polymer-modified, aggregate-filled material recommended by the manufacturer for the proposed gap width, depth, substrate, and exposure conditions. Roofing asphalt, asphalt cement, cutback asphalt, asphalt emulsion, conventional crack sealant, and non-shrink grout must not be substituted for asphalt repair mastic.

Install all materials in accordance with the manufacturer’s written instructions, including requirements for primers, heating temperatures, ambient and pavement temperatures, lift thicknesses, curing, and protection. Do not place material during rain, in standing water, or when pavement and weather conditions are outside the manufacturer’s specified limits. Discard material that has been overheated, contaminated, or reheated more times than permitted by the manufacturer.

Finish the completed repair flush with or not more than 1/8 inch below the lower adjacent surface. The finished repair must be continuously bonded to the sides of the prepared gap and free of holes, tears, exposed filler, excessive settlement, and unfilled areas. The repair must not project above the adjacent surface or obstruct drainage. Protect the completed work until the material has cooled or cured sufficiently.

MEASUREMENT AND PAYMENT
The contract price paid per linear foot “Concrete to Asphalt Crack Seal” (Bid Item 113) shall include full compensation for furnishing all labor, materials, tools and equipment necessary to perform the work involved in sealing cracks regardless of size and type complete in place, as shown on the Plans, as specified in the Standard Specifications and these Specifications, and as directed by the Engineer.

TS-7 STORM DRAINAGE
The work consists of furnishing all labor, materials, equipment, excavation, dewatering, traffic control, testing, restoration, and incidentals necessary to construct, reconstruct, adjust, or replace storm drain structures, including catch basins, area drains, curb inlets, junction structures, frames, covers, grates, and all related appurtenances at the locations shown on the Contract Plans. Storm drain structures shall be 659
Technical Provisions
62 constructed in accordance with the Contra Costa County Standard Details, Caltrans Specifications Section 51, “Concrete Structures”, these Specification, and the Contract Documents.

All pipe materials, related appurtenances, pipe bedding, and trench backfill shall conform to the requirements of the American Society for Testing and Materials (ASTM) Standard Specifications and these Specification.

When adjusting drain inlets to grade, the Contractor shall provide asphalt pavement as required to provide a uniform surface.

MEASUREMENT AND PAYMENT
The contract unit price paid for “Replace Storm Drain Grate” (Bid Item 118) and “Install Drain Inlets” (Bid Item 119) shall include full compensation for furnishing all labor, materials, tools and equipment necessary to perform the work involved in installing inlets type complete in place, including conform paving, as shown on the Plans, as specified in the Standard Specifications and these Specifications, and as directed by the Engineer.

TS-8 PIPE LINING
This section specifies the work necessary to furnish, install, and complete the cured-in-place pipe (CIPP) linings as specified and shown on the Plans.

The Contractor shall provide all materials, labor, equipment, and services necessary for bypass pumping of flows, cleaning and inspection of mains to be lined, installation of CIPP, and television inspection and testing of completed lined drainage systems.

Contractor shall provide and install a resin impregnated needled polyester felt non-woven material tube with a plastic coated wearing surface in all sewers identified for CIPP lining in accordance with American Society for Testing and Materials (ASTM) F1216.

REFERENCES
This section contains references to the following documents. They are a part of this section as specified and modified. In case of conflict between the requirements of this section and those of the listed documents, the requirements of this section shall prevail.

Reference Title
ASTM D2990 Test Method for Tensile, Compressive and Flexural Creep and CreepRupture of Plastics ASTM D543 Test Method for Resistance of Plastics to Chemical Reagents ASTM D638 Test Method for Tensile Properties of Plastics ASTM D790 Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials
ASTM D883 Definitions and Terms Relating to Plastics
ASTM D1600 Abbreviations, Acronyms, and Codes for Terms Relating to Plastics ASTM F412 Definitions of Terms Relating to Plastic Piping Systems ASTM F1216 Rehabilitation of Existing Pipelines and Conduits by Inversion and Curing of a Resin Impregnated Tube

SUBMITTALS
Manufacturer’s certification demonstrates that the liner conforms to the standard specifications.

PRODUCTS
660
Technical Provisions
63 The CIPP liner shall conform to ASTM F1216 for design and installation practice and ASTM D5813 for material property requirements. The tube shall be constructed of non-woven, needled polyester or fiberglass felt, impregnated with a thermosetting resin system; polyester or epoxy resin is acceptable, though vinyl ester is preferred where chemical resistance to urban runoff, road salts, or hydrocarbons is a concern. The finished liner shall have a smooth polyurethane or equivalent interior coating, yielding a post-installation Manning's n of approximately 0.010.

Structurally, the cured liner shall achieve a minimum initial flexural strength of 4,500 psi and a minimum initial flexural modulus of elasticity of 250,000 psi, with enhanced resin systems achieving 300,000 to 400,000 psi where greater stiffness is required. Because CIPP is viscoelastic, the long-term flexural modulus used for design shall be reduced to approximately 50 percent of the initial value, in accordance with the creep-adjustment procedure in ASTM F1216 Appendix X1. Wall thickness shall not be fixed by table but shall be calculated per the F1216 buckling design equation, accounting for host pipe diameter, depth of cover, groundwater conditions, and any traffic or surface loading.

The resin system shall be tested for chemical resistance per ASTM F1216 Section 8 against the anticipated storm drain exposure environment, and the completed installation shall be verified through leakage testing per ASTM F1216 Section 9 to confirm freedom from infiltration and exfiltration. Cure shall be achieved by hot water, steam, or UV light, consistent with the resin and installation method selected.

EXECUTION
No earlier than two weeks and at least 24 hours prior to CIPP tube installation, the Contractor shall clean the existing pipeline. The Contractor shall clear the existing sewer of obstructions such as solids, deleterious materials and gaskets that will prevent or hinder CIPP liner installation.

Experienced personnel trained in locating breaks, obstacles and lateral pipe connections by visual inspection shall perform inspection of the sanitary sewer line no earlier than two weeks and at least 24 hours prior to CIPP tube installation. The interior of the sanitary sewer line shall be carefully inspected, to determine the location of conditions, which may prevent proper installation of CIPP. Contractor shall furnish televisions inspection report material to the Engineer.

It is the Contractor’s responsibility to locate laterals and to determine whether laterals are live or have been abandoned by use of a rotating head video camera. It is the Contractor’s responsibility to ensure that all buildings in the vicinity of the sewer main are reconnected to the sewer system by use of dye testing or other methods, as approved by the Engineer. All efforts have been made to show existing service laterals on the drawings, however, the City cannot ensure that there may be others not shown or shown in other locations.

The Contractor shall designate the location where the CIPP felt tube would be impregnated with resin (“wetout”). Locations shall be subject to approval by the Engineer and applicable local agencies. The Contractor shall allow the Engineer to inspect the materials and “wet-out” procedure.

If the “wet-out” location is not at the project site, the impregnated CIPP tube shall be transported to site under controlled environmental conditions. Transport vehicles shall include a tamper resistant, sealed temperaturerecording device which records the temperature of the liner at all time after leaving the wet-out site. The Contractor shall decide when to transport the impregnated CIPP tube to site and when to commence insertion with respect to weather conditions.

The Contractor shall ensure that the pressure inside of the CIPP tube exceeds the pressure due to groundwater.

No CIPP installations will be undertaken in weather conditions that could jeopardize the installation of the CIPP or be detrimental to the long-term performance of the CIPP. The liner shall be installed by the inversion tube method or pulled lengthwise into the pipe at the Contractor’s option. 661
Technical Provisions
64 1. INVERSION METHOD: The tube shall be impregnated with a liquid thermosetting resin and lowered into the insertion manhole through an inversion tube. Excavation of an insertion pit is not allowed. The inversion tube will then be filled with steam where the steam will push the tube through the damaged pipe inside out, while pressing the resin impregnated side firmly against the inside walls of the damaged pipe. The smooth coated side of the liner shall become the new interior surface of the pipe. After the tube is inverted through the pipe section, the Contractor shall heat the steam by circulating it through a boiler to produce steam that will cause the resin to cure. Curing the resin using hot water is not allowed.

2. PULLED INTO PIPE: The tube shall be impregnated with a liquid thermosetting resin and pulled into the insertion manhole using a winch or other means. Care shall be taken to not damage the liner. Excavation of an insertion pit is not allowed. The tube will then be filled with steam so the steam will press the resin impregnated side firmly against the walls of the damaged pipe. The smooth coated side of the liner shall become the new interior surface of the pipe.

The curing process shall follow a step cure or similar approach recommended by the manufacturer and approved by the Engineer, and shall be held at the top step for an adequate length of time as determined by the liner manufacturer to ensure that the design physical properties are attained.

The rate of temperature rise and fall during heating and cooling shall not exceed 2 degrees F per minute.

The temperature of the liner shall be monitored by remote temperature sensors placed at the interface of the existing pipe and the CIPP. A minimum of two temperature sensors shall be installed, one at either end of the length being lined. The curing process shall not be terminated until the temperature sensor readings indicate that a satisfactory cure has been completed. Any extended cure times shall not adversely affect the properties of the CIPP lining material.

Hot water is not allowed for curing the liner. Only steam will be allowed for curing the liner.

The finished CIPP shall be continuous over the entire length of an installation run.

Defects such as foreign inclusions, dry spots, pinholes, delamination, and wrinkling beyond the specification allowances, determined by the Engineer as affecting the integrity or strength of the CIPP, or as adversely affecting the hydraulic capacity of the CIPP, shall be repaired or replaced at the Contractor’s expense.

The Contractor shall inspect the CIPP after installation. The inspection will be performed and recorded using closed circuit television equipment in accordance with Section of these Special Provisions. If defects or voids exist, the Contractor shall repair or replace that section of the pipe at no additional cost to the City. Examples of defects are holes in the pipe. Methods of repair shall be proposed by the Contractor and submitted to the Engineer for review.

MEASUREMENT AND PAYMENT
The contract price paid per Linear Foot for “Slip Line Storm Drain” (Bid Item 120) shall include full compensation for furnishing all labor, materials, tools and equipment necessary to perform the work involved repairing the storm drain complete in place, as shown on the Plans, as specified in the Standard Specifications and these Specifications, and as directed by the Engineer.

TS-9 TRAFFIC STRIPES AND PAVEMENT MARKINGS
Thermoplastic traffic stripes (traffic lines) and pavement markings shall be applied in conformance with the provisions in Section 84, "Markings," of the Standard Specifications and these General and Supplemental Conditions.
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Technical Provisions
65 Thermoplastic material shall be free of lead and chromium and shall conform to the requirements in State Specification PTH-02ALKYD.

Retroreflectivity of the thermoplastic traffic stripes and pavement markings shall conform to the requirements in ASTM Designation: D 6359-99. White thermoplastic traffic stripes and pavement markings shall have a minimum initial retroreflectivity of 250 mcd m-2 lx-1 . Yellow thermoplastic traffic stripes and
pavement markings shall have a minimum initial retroreflectivity of 150 mcd m-2 lx-1 .

Where striping joins existing striping, as shown on the plans, the Contractor shall begin and end the transition from the existing striping pattern into or from the new striping pattern a sufficient distance to ensure continuity of the striping pattern.

Thermoplastic material for traffic stripes shall be applied at a minimum rate of 0.20 lb/ft. The minimum application rate is based on a solid stripe of 4 inches in width.

Thermoplastic traffic stripes and pavement markings shall be free of runs, bubbles, craters, drag marks, stretch marks, and debris.

At the option of the Contractor, permanent traffic striping and pavement marking tape conforming to the provisions in Section 84-2.02E Traffic Striping and Pavement Marking Tape of the Standard Specifications may be placed instead of the thermoplastic traffic stripes and pavement markings specified herein.

Permanent tape, if used, shall be installed in conformance with the manufacturer's specifications.

If permanent tape is placed instead of thermoplastic traffic stripes and pavement markings, the tape will be measured and paid for by the linear foot as thermoplastic traffic stripe and by the square foot as thermoplastic pavement marking.

All limit lines, shoulder stripes, crosswalks, and legends shall be thermoplastic unless otherwise indicated on the plans or directed by the Engineer.

Thermoplastic traffic stripes and pavement markings shall conform to the provisions of Section 84-2, “Traffic Stripes and Pavement Markings”, of the Standard Specifications and these General and Supplemental Conditions.

The State Specifications No. for glass beads in Section 84-2.02, “Materials” of the Standard Specifications is amended to read “8010-21C-22 (Type l).

Thermoplastic material shall conform to the requirements of State Specifications No. 8010-21C-l9.

Thermoplastic material for traffic stripes shall be applied at a minimum thickness of 0.070 inch.

MEASUREMENT AND PAYMENT
The contract lump sum price paid for “Thermoplastic Marking and Delineation” (Bid Item 114), “Paint Marking and Delineation” (Bid Item 115), and “Markers and Delineators” Bid Item 116 shall include full compensation for furnishing all labor, materials, tools and equipment necessary to perform the work involved in striping and markings complete in place, as shown on the Plans, as specified in the Standard Specifications and these Specifications, and as directed by the Engineer.

TS-10 SIGNS
Signs shall be placed in the locations shown on the Plans or where directed by the Engineer, and shall conform to the provisions in Section 56-2, "Overhead Sign Structures" of the Standard Specifications and these Specifications.
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Technical Provisions
66 Posts for roadside signs shall conform to State Standard Plan RS1. Posts shall have a bolt installed at the base of the post, as recommended by the manufacturer, and as directed by the Engineer. Posts shall be 12- gage galvanized steel 1.75-inch square tube with perforations, weighing 2.09 pounds per linear foot.

The following notation shall be placed on the lower right side of the back of each sign where the notation will not be blocked by the signpost or frame:

1. Name of the sign manufacturer,

2. Month and year of fabrication,

3. Type of retroreflective sheeting, and

4. Manufacturer's identification and lot number of retroreflective sheeting.

MEASUREMENT AND PAYMENT
The contract unit prices paid for “Install Roadway Signs” (Bid Items 117) shall include full compensation for furnishing all labor, materials, tools, equipment, , and incidentals and for doing all the work involved in signs, complete in place, as shown on the Plans, as specified in the Standard Specifications and these Specifications, and as directed by the Engineer.

Multiple signs on a post shall be paid as a unit of one (1).

TS-11 POTABLE WATER SYSTEM
The Contractor shall complete upgrades to the potable water system within the Graving Basins as shown o the Plans. Forty-eight hours prior to shutting off the water, the Contractor shall coordinate with the Engineer.

Upon completion of repairs, the Contractor shall flush the waterline.

MEASUREMENT AND PAYMENT
The contract unit prices paid for each of the “Cap Water Line and Install 2” Service” (Bid Item 123) , “Remove Gate Valve and Install Ball Valve” (Bid Item 124), “Install Underground 12” Water Valve” (Bid Item 125), “Install Underground 4” Water Valve” (Bid Item 126), and “Install Water Meter Box” (Bid Item 127) shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in repairing the water system complete in place, as shown on the Plans, as specified in the Standard Specifications and these Specifications, and as directed by the Engineer.

TS-12 SANITARY SEWER SYSTEM
The work consists of furnishing and installing a new sanitary sewer manhole and manually operated control valve on the existing sewer lateral at the location shown. The work includes excavation, shoring, dewatering, protection of existing utilities, temporary control of sewer flows, pipe removal, precast manhole, valve, piping, couplings, connections, channeling, frame and cover, backfill, surface restoration, testing, and all incidental work necessary for a complete installation.

Before beginning work, verify the horizontal and vertical location, size, material, slope, condition, and direction of flow of the existing sewer. Coordinate shutdowns and temporary flow-control procedures with the Owner. Prevent sewage, process water, sediment, and construction debris from entering the excavation, storm-drain system, or receiving waters. Maintain existing sewer service unless a shutdown has been approved.

Provide a minimum 48-inch-diameter precast reinforced-concrete manhole complying with ASTM C478.

Provide flexible, watertight pipe connectors at wall penetrations. Seal joints between precast sections with resilient rubber gaskets or approved butyl sealant. Construct a concrete channel and bench directing flow smoothly through the manhole without abrupt changes in direction or elevation. Slope the bench toward the channel.
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Technical Provisions
67 Provide a heavy-duty ductile-iron frame and cover suitable for the anticipated loading. Mark the cover “SANITARY SEWER.” Provide a bolted, gasketed, watertight cover where the manhole is subject to surface drainage, flooding, washdown water, or tidal exposure. Adjust the frame and cover flush with the surrounding finished surface.

Provide a full-port eccentric plug valve specifically manufactured for raw sewage and wastewater service.

The valve must be the same nominal size as the sewer pipe unless otherwise shown. Provide a ductile-iron body, corrosion-resistant shaft, resilient-faced plug, permanently lubricated bearings, stainless-steel external fasteners, and fusion-bonded epoxy coating on interior and exterior ferrous surfaces. The valve must be suitable for bidirectional shutoff and the maximum anticipated operating and test pressure.

Provide a manual gear operator with a position indicator and lockable operating mechanism. Extend the operating stem to within 12 inches of the manhole cover so the valve can be operated from the surface without confined-space entry. Provide a removable operating wrench and deliver it to the Owner. Clearly label the open and closed directions.

Support the valve and adjoining piping independently using corrosion-resistant supports anchored to the manhole base. Do not allow the valve weight or operating force to be carried solely by the sewer pipe or flexible connectors. Arrange piping and supports to permit future valve removal and replacement.

Install the valve so the plug rotates away from the normal flow path when opened and the valve does not create a pocket that traps solids. Unless otherwise directed, leave the valve in the fully closed position when the connected outdoor process-water drainage system is not in active use. Provide a permanent sign stating:
“SANITARY SEWER CONTROL VALVE—KEEP CLOSED EXCEPT DURING AUTHORIZED DISCHARGE.” Connect the manhole and valve to the existing sewer using approved shielded flexible couplings or restrained mechanical couplings compatible with the existing and proposed pipe materials. Maintain the existing pipe slope and provide a smooth interior transition. Remove protruding mortar, grout, gasket material, and debris.

Place the manhole on a minimum 6-inch-thick compacted crushed-rock base. Backfill around the manhole and piping with imported granular material compacted in lifts to at least 95 percent relative compaction beneath pavement and 90 percent elsewhere, unless more stringent requirements are shown. Restore pavement, concrete, aggregate surfacing, and other disturbed improvements to match existing conditions.

After installation, clean the manhole and piping and demonstrate operation of the valve through at least three complete open-and-close cycles. Verify that the position indicator is correct and the valve operates from the surface without binding. Test the manhole, pipe connections, and valve for leakage. Correct visible infiltration, exfiltration, leakage past the valve, defective coatings, misalignment, settlement, and other deficiencies before acceptance.

MEASUREMENT AND PAYMENT
The contract unit prices paid for each of the “Install Sanitary Sewer Manhole” (Bid Item 121) and “Install Sewer Shut off Valve” (Bid Item 122) shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in repairing the sewer system complete in place, as shown on the Plans, as specified in the Standard Specifications and these Specifications, and as directed by the Engineer.

TS-13 METERING
The work consists of furnishing, installing, programming, integrating, testing, and commissioning a complete electrical and water submetering system at the Point Potrero Marine Terminal. The system must collect electrical-energy and water-consumption data, calculate virtual and deduct meters, reconcile electrical submeters against PG&E utility-meter readings, retain historical data, and generate reports suitable for utility management and account billing.
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Technical Provisions
68 The work includes electrical meters, multi-circuit meters, current sensors, Rogowski coils, voltage connections, control-power transformers, DC power supplies, water meters, pulse-output registers, pulsecounter nodes, communication modules, radios, antennas, repeaters, gateways, Ethernet interfaces, RS485 networks, communication cabling, enclosures, surge protection, software, databases, programming, licenses, dashboards, reports, virtual-meter calculations, testing, training, documentation, and all accessories necessary for a complete operating system.

SYSTEM RESPONSIBILITY
Provide the work through a qualified metering-system integrator having demonstrated experience with multibuilding electrical and water submetering, Modbus communications, pulse-output water meters, wireless field networks, virtual-meter calculations, and billing-data systems.

The metering-system integrator is responsible for end-to-end performance of the complete system. Division of work among electrical, plumbing, network, software, and equipment contractors does not relieve the integrator of responsibility for delivering complete and accurate data from each field meter to the central database, dashboard, and reports.

Electrical work must be performed by a California-licensed electrical contractor. Potable-water work must be performed by a California-licensed plumbing or pipeline contractor, as applicable. Installation, calibration, repair, and placement in service of meters used for commercial billing must be performed by appropriately registered or licensed personnel where required by the California Department of Food and Agriculture, Division of Measurement Standards.

PERFORMANCE REQUIREMENTS
Provide an open, expandable, nonproprietary system capable of supporting all Phase 1 and Phase 2 meters identified in this section, plus at least 25 percent spare device, channel, gateway, database, and software capacity.

Provide electrical-metering accuracy suitable for commercial account allocation. Provide water meters suitable for the expected minimum, normal, and maximum flows. Provide reliable communication under industrial marine-port conditions.

Loss of field communication, network service, Internet service, hosted software, or gateway-to-server communication must not cause loss of cumulative electrical-energy or water-consumption readings. Field devices and gateways must retain readings locally and automatically forward stored information after communication is restored.

The system must permit authorized Port personnel to add meters, rename accounts, reassign meters, modify meter groups, change tariffs, and revise virtual-meter formulas without replacing equipment or modifying field wiring.

CODES AND STANDARDS
Comply with the current adopted editions of the California Building Code, California Electrical Code, California Plumbing Code, NFPA 70, NFPA 70E, applicable Cal/OSHA requirements, ANSI C12.1, applicable AWWA water-meter standards, NSF/ANSI/CAN 61, NSF/ANSI/CAN 372, and applicable California weightsand-measures laws and regulations.

Electrical meters must comply with ANSI C12.1-2024 and have an accuracy class of 0.5 or better for active energy. Water meters must comply with the current edition of the applicable AWWA standard for the selected type, including AWWA C700, C701, C708, C710, C712, or C715. 666
Technical Provisions
69 Where meter readings are used to calculate charges, furnish devices having applicable California Type Evaluation Program approval or National Type Evaluation Program certification when required. Coordinate device registration, testing, sealing, and placement in service with the Contra Costa County Sealer of Weights and Measures.

PHASING AND COORDINATION
Phase 1 consists of meters that can be installed using the existing electrical, plumbing, and communication infrastructure. Phase 2 consists of meters dependent on new vaults, valves, flanged connections, piping modifications, service verification, tenant or account decisions, or PG&E energization.

Install Phase 2 equipment only after the Engineer confirms that the associated infrastructure is complete.

Design and furnish the Phase 1 gateway, software, and database with sufficient capacity for all Phase 2 devices.

Before ordering equipment, verify every meter location, panel designation, circuit destination, voltage, phase, conductor arrangement, breaker rating, current-sensor size, pipe size, pipe material, flow direction, available straight-pipe length, communication pathway, and power source.

The meter tags in this section govern. Identify and resolve conflicts among this section, the preliminary metering drawings, field conditions, and other Contract Documents before submitting shop drawings. Do not order equipment, fabricate labels, or program the database using conflicting meter tags.

METER IDENTIFICATION
Identify meters permanently by physical location, electrical circuit, water service, and approved meter tag.

Tenant names, operators, billing entities, and account assignments shown in preliminary documents are informational and are not permanent meter identifications.

Do not place tenant or operator names on meters, current sensors, enclosures, conduits, water-meter vaults, or field wiring. Permanent labels must show the approved meter tag, physical location, circuit or service description, voltage or pipe size where applicable, and communication address.

Maintain tenant, operator, account, and tariff information only in editable software fields. Changing an account assignment must not require replacement of field equipment, modification of wiring, or manufacturer programming.

SUBMITTALS
Submit a complete system-design package before purchasing equipment. Include product data, meter schedules, electrical one-lines, water-meter details, system architecture, network diagrams, panel layouts, current-sensor schedules, voltage-connection details, conduit and cable schedules, control-power requirements, communication pathways, radio-signal survey, gateway configuration, software description, cybersecurity architecture, point list, virtual-meter formulas, report samples, testing procedures, training plan, and responsibility matrix.

Provide a coordinated meter schedule showing each meter tag, physical location, circuit or water service, service size, meter manufacturer and model, serial number, current-sensor ratio or pulse multiplier, communication address, phase, installation phase, and applicable virtual-meter formula.

Submit documentation demonstrating meter accuracy and applicable ANSI, AWWA, NSF, UL, NEMA, CTEP, or NTEP compliance. Provide factory calibration certificates traceable to recognized national standards.

Shop drawings must be project specific. Generic manufacturer diagrams alone are not acceptable. Electrical shop drawings must show conductor size, conductor quantity, voltage, phase, breaker rating, sensor type, sensor rating, sensor orientation, voltage reference, control power, fusing, disconnecting provisions, communication address, enclosure, and connection to the gateway. Water-meter shop drawings must show 667
Technical Provisions
70 pipe material, pipe size, meter size, meter type, flow range, pressure loss, pressure rating, connection type, valves, unions or flanges, required straight-pipe lengths, pulse output, pulse value, communication node, enclosure, and gateway connection.

Submit a software point list identifying every physical meter, meter channel, virtual meter, alarm, status value, engineering unit, multiplier, sampling interval, trend interval, communication address, and database field.

ELECTRICAL METERS
Provide solid-state, true-RMS electrical meters suitable for the actual voltage, frequency, phase configuration, conductor arrangement, and load. Meters must measure and retain accumulated kilowatthours in nonvolatile memory.

At a minimum, provide measurements for accumulated kilowatt-hours, voltage, current, real power, apparent power, reactive power, power factor, frequency, demand, and maximum demand where supported by the meter. Multi-circuit meters must provide separate readings for every monitored circuit and phase.

Provide Modbus RTU over RS-485, Modbus TCP over Ethernet, or both, as required by the approved architecture. Provide complete published register maps without additional licensing charges. Proprietary communication may be provided only in addition to an approved open interface.

Provide displays or local interfaces permitting verification of cumulative energy, circuit status, currentsensor ratios, voltage configuration, and communication status without requiring access to hosted software.

Provide meters, power supplies, and communication equipment listed or recognized for their intended use.

Install outdoor or damp-location equipment in NEMA 4X corrosion-resistant enclosures. Provide minimum NEMA 12 enclosures in dusty industrial interior locations and minimum NEMA 1 enclosures in clean, dry electrical rooms.

CURRENT SENSORS
Provide Rogowski-type flexible current sensors for the 2,000-ampere and 1,000-ampere main measurements where specified. Provide split-core current sensors for branch circuits to avoid disconnecting existing conductors.

Select current-sensor ranges based on the circuit rating and anticipated operating load. Do not use oversized sensors where doing so would materially reduce low-load accuracy. The combined installed meter and sensor accuracy must be suitable for commercial allocation.

Identify each sensor by meter tag, channel, phase, circuit, and ratio. Provide permanent polarity markings.

Secure sensors so they cannot rotate, open, or move after installation. Do not splice sensor leads unless specifically permitted by the manufacturer.

VOLTAGE SENSING AND CONTROL POWER
Provide fused voltage-reference connections or listed voltage-tap assemblies. Protect voltage-sensing and control-power conductors at the point of connection. Provide disconnecting and shorting provisions where required for safe testing and maintenance.

Provide internal or external control-power transformers where a meter cannot be powered directly from the monitored circuit. Provide the DC power supply required for the EM-01 communication module.

WATER METERS
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Technical Provisions
71 Provide mechanical cold-water meters with integral pulse-output or encoder-type registers. Select meter type and size based on expected minimum, normal, and maximum flow, pressure loss, service conditions, and available installation dimensions. Do not select meter size solely by matching the existing pipe diameter.

Meters 2 inches and smaller must comply with the applicable current AWWA standard for the selected meter type. Three-inch turbine meters must comply with AWWA C701. Alternative electromagnetic or ultrasonic revenue meters may be proposed if they comply with AWWA C715 and provide equal or better accuracy, range, pressure rating, and communication capability.

Water meters must have a working-pressure rating of at least 150 psi unless field conditions require a higher rating. Wetted components must be certified to NSF/ANSI/CAN 61 and NSF/ANSI/CAN 372.

Registers must be permanently sealed against moisture and readable locally without special tools. Provide a tamper-resistant dry-contact, solid-state, pulse, or encoded output compatible with the communication system. Select pulse resolution to provide meaningful low-flow interval data without exceeding counter capacity at maximum flow.

WATER-METER PULSE NODES
Provide a communication node for each water meter. Each node must accept the meter output, accumulate total consumption locally, communicate the cumulative reading to the gateway, and retain its count during loss of communication or power.

Configure the pulse value, units, register multiplier, and rollover value to match the connected meter. The local register, pulse-counter node, gateway, and software readings must remain synchronized.

Outdoor, vault, pier, and washdown-area nodes and connections must be rated NEMA 6P or IP68. Provide watertight corrosion-resistant connectors and marine-rated cable. Mount nodes and antennas above expected standing-water elevations wherever practicable.

Battery-powered nodes must have a calculated battery life of at least 10 years under the proposed reporting interval and field conditions. Provide low-battery alarms. Submit battery-life calculations and assumptions.

COMMUNICATION NETWORK
Provide a complete communication network connecting all meters to the central data gateway. Use Ethernet at locations having an approved Port LAN connection. Use RS-485 Modbus RTU between compatible meters and local gateways where practical. Use an Owner-approved wireless system for remote meters lacking a wired pathway.

Use shielded twisted-pair cable for RS-485 communication. Install RS-485 networks in a properly terminated daisy-chain configuration unless the manufacturer specifically permits another topology. Provide correct polarity, shielding, grounding, isolation, biasing, termination, and surge protection.

Use fiber-optic communication between buildings or separate electrical services where necessary to prevent ground-potential differences, induced voltage, or lightning exposure. Do not install interbuilding copper communication wiring without approved isolation and surge protection.

Provide industrial-grade Ethernet equipment compatible with Port network requirements. Coordinate Internet Protocol addresses, virtual LANs, firewall rules, ports, protocols, and network connection points with the Port’s information-technology representative.

WIRELESS COMMUNICATION
Provide wireless equipment legally permitted for the application and suitable for industrial marine-port conditions. Account for steel buildings, electrical switchgear, shipping containers, vessels, cranes, equipment movement, terrain, interference, and changing obstructions. 669
Technical Provisions
72 Provide all gateways, repeaters, antennas, cables, mounts, power supplies, and accessories required for reliable communication. Published unobstructed radio range alone is not acceptable as evidence of coverage.

Outdoor radios, antennas, connectors, and enclosures must be corrosion resistant, ultraviolet resistant, and rated not less than NEMA 4X. Equipment subject to flooding or temporary immersion must be rated NEMA 6P or IP68.

DATA GATEWAY
Provide one or more industrial data gateways capable of collecting Modbus RTU, Modbus TCP, Ethernet, wireless, and water-meter pulse data. Size the gateway for all Phase 1 and Phase 2 devices plus at least 25 percent spare capacity.

Gateway processor loading, memory use, communication-port loading, and storage use must not exceed 75 percent of rated capacity when all planned meters are installed.

Provide at least 90 days of local storage for 15-minute interval data. Store programming, meter addresses, current-sensor ratios, pulse multipliers, virtual-meter formulas, and communication settings in nonvolatile memory.

Synchronize gateway time through an Owner-approved time source. Account for daylight-saving-time changes without omitting or duplicating consumption. Provide complete gateway configuration backup and restoration capability.

METERING SOFTWARE
Provide browser-accessible metering software capable of collecting, storing, displaying, calculating, and reporting electrical and water usage. The software must operate on current commonly used browsers without proprietary browser extensions.

Organize information by utility type, physical meter tag, building, basin, pier, electrical service, water service, account, and billing group. Maintain permanent physical meter records separately from editable account information.

Display current meter status, cumulative consumption, interval consumption, last successful reading, communication condition, battery condition, alarms, and data quality. Clearly identify virtual meters and calculated quantities.

Collect and store interval data at 15-minute intervals unless otherwise directed. Retain original cumulative readings in addition to calculated interval consumption. Changes to account names, tariffs, or virtual-meter formulas must not overwrite raw historical data.

Provide daily, weekly, monthly, annual, billing-period, and custom-date-range reports. Reports must show meter inputs, beginning and ending readings, consumption, multiplier, missing-data indication, applicable calculation, and total. Export reports and raw data in CSV and PDF formats.

Provide configurable alarms for communication loss, stale data, low battery, meter reset, reverse energy flow, negative virtual-meter usage, unusually high use, continuous water flow, and suspected water leakage.

DATA OWNERSHIP AND LICENSING
All meter readings, interval data, account configurations, formulas, databases, reports, configuration files, and derived information are the property of the Port. Provide unrestricted export of raw and calculated data in documented, nonproprietary formats.
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Technical Provisions
73 The Port must be able to obtain a complete export without continued assistance from the manufacturer or integrator. Ending a subscription must not prevent retrieval of previously collected data.

Identify all software licenses, device licenses, user licenses, cloud-hosting charges, cellular charges, storage charges, support fees, subscriptions, and firmware-maintenance costs. Include all licenses, hosting, cellular service, subscriptions, and support required through one year after final acceptance. Do not activate automatic renewals without written Port authorization.

CYBERSECURITY
Provide unique credentials and role-based access for administrators, billing personnel, operators, and readonly users. Do not leave default passwords active. Use encrypted communications for web access and remote connections.

Disable unused services, ports, and accounts. Remote vendor access must be disabled by default and enabled only with Port authorization. Do not create inbound Internet connections, remote-access tunnels, cellular connections, or cloud connections without approval from the Port’s information-technology representative.

Submit a schedule of network addresses, ports, protocols, external destinations, certificates, firmware versions, cloud dependencies, and remote-access methods. Provide secure procedures for software and firmware updates and back up the system before applying updates.

ELECTRICAL METER SCHEDULE
Provide the following Phase 1 electrical meters and channels:

Tag Physical location and measured circuit
EM-01
SWG-9/Substation 9A parking-lot lighting load. Replace the existing noncommunicating meter head.

Retain the existing 800-ampere current sensors and voltage wiring only after verifying compatibility, condition, polarity, and accuracy.

SC-01-1 FP-DP 480-volt main, 2,000 amperes; total service consumption; Rogowski sensors.

SC-01-2 Basin 3 East, 480-volt shore-power circuit, 200 amperes.

SC-01-3 Basin 3 West, 480-volt shore-power circuit, 200 amperes.

SC-01-4 Basin 4 East, 480-volt shore-power circuit, 200 amperes.

SC-01-5 Basin 4 West, 480-volt shore-power circuit, 200 amperes.

SC-01-6 Basin 5 East, 480-volt shore-power circuit, 200 amperes.

SC-01-7 Basin 5 West, 480-volt shore-power circuit, 200 amperes.

SC-01-8 Combined feed to Buildings 1317 and 1319, 200 amperes.

SC-02-1 FP-DP Panel B1; Basin 1 lighting and receptacles, 100 amperes.

SC-02-2 FP-DP Panel B2; Basin 2 lighting and receptacles, 100 amperes.

SC-02-3 FP-DP Panel B3; Basin 3 lighting and receptacles, 100 amperes.

SC-02-4 FP-DP Panel B4; Basin 4 lighting and receptacles, 100 amperes.

SC-02-5 FP-DP Panel B5; Basin 5 lighting and receptacles, 100 amperes.

EM-02 Building 1317 feed from Building 1319, 100 amperes, 480 volts. Provide required control-power transformer.

SC-03-1 SWG-3A main, 2,000 amperes; total service consumption; Rogowski sensors.

SC-03-2 Main Office feed, 400 amperes.

SC-03-3 Processing Facility feed, 400 amperes.

SC-03-4 Car Wash Building feed, 200 amperes.
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Technical Provisions
74 Tag Physical location and measured circuit
SC-03-5 EV transformer feed, 400 amperes.

SC-03-6 Panel 4HA feed, 100 amperes.

SC-03-7 Building 1322/Port Administration feed, 800 amperes.

SC-03-8 General Warehouse Building 24 feed, 400 amperes.

SC-05 Building 1322, Panel HV branch circuits. Monitor all active circuits and provide at least 25 percent spare channel capacity. Connect through the approved building LAN.

SC-04-1 SWG-4A main, 1,000 amperes; total service consumption; Rogowski sensors.

SC-04-2 SWG-4A Branch Circuit 1, 800 amperes; verify destination.

SC-04-3 SWG-4A Branch Circuit 2, 800 amperes; verify destination.

SC-04-4 SWG-4A Branch Circuit 3, 400 amperes; verify destination.

SC-04-5 Panel A4 feed, 100 amperes.

SC-04-6 Water-pump-station feed, 100 amperes.

Provide a deferred electrical meter designated TBD-B23 at Building 23 after PG&E energizes the service.

Provide an eight-channel multi-circuit meter at the 400-ampere main switchboard to monitor the main and all active branch circuits, including two future 100-ampere circuits, the 200-ampere parking-lot lighting circuit, and Panel D. Verify service voltage and phase before selecting equipment.

WATER METER SCHEDULE
Provide the following Phase 1 water meters:

Tag Physical location and service
WM03 Car Wash Building; existing 2-inch PVC filter-system feed at the interior service entry.

WM06Port Administration Building; existing 2-inch service downstream of the tee separating the building and tenant-space services.

WM07 Building 1322 tenant space; existing 1-inch copper service.

WM13Basin 5 West; existing 3/4-inch copper service downstream of the existing saddle clamp and ball valve.

WM14Basin 5 East; existing 1-inch copper line at the flanged takeoff. Record the final reading of the existing meter near the gangplank and abandon or remove it as directed.

WM15 Longshore Trailer domestic service; approximately 3/4 inch; verify size.

WM16Longshore-area ship’s-water standpipe service; approximately 1-1/2 inches; verify size. Maintain this service as a separate tariff category.

WM17Finger Pier 1; replace the existing 3-inch flanged mechanical meter with a new AWWA C701 pulseoutput meter.

WM18Finger Pier 2; replace the existing 3-inch flanged mechanical meter with a new AWWA C701 pulseoutput meter.

Provide the following Phase 2 water meters after the associated vault, piping, valve, and flange work is complete:

Tag Physical location and service
WM01 Rail Building service entry; install in a new underground vault with isolation valves. 672
Technical Provisions
75 Tag Physical location and service
WM02 Processing Building, 1311 Canal Boulevard; install in a new vault on the separated building service.

WM04 Processing Building 2; install as part of the same service-separation and vault work as WM-02.

WM05General Warehouse Building 24; verify that the service is active and install in a new vault with isolation valves.

WM08 Basin 1 West water service; install at the new flanged takeoff from the 6-inch main.

WM09Basin 1 East water service; install at the confirmed takeoff from the 6-inch main. Verify all downstream subfeeds.

WM10Basin 2 water service; final location depends on the approved disposition of the existing 2-inch PVC quick-disconnect service.

WM11 Basin 3 water service; install at the new flanged takeoff.

WM12 Basin 4 water service; install at the new flanged takeoff.

VIRTUAL METERS
Program the following initial virtual meters:
• VM-01 equals SC-01-8 minus EM-02 and represents the residual consumption on the combined Building 1317 and Building 1319 feed.
• VM-02 equals SC-03-1 minus SC-03-7 minus SC-03-8 and represents residual consumption at SWG3A after excluding the separately metered Building 1322 and General Warehouse Building 24 feeds. • VM-03 equals SC-03-7 minus the sum of applicable SC-05 channels and represents residual consumption on the Building 1322 feed.
• VM-04 equals SC-04-1 minus SC-04-6 and represents residual consumption at SWG-4A after excluding the water-pump-station feed.

Virtual-meter calculations must use readings having matching start and end times. Identify results as incomplete or estimated when required input data are missing or have materially different timestamps.

Permit authorized Port personnel to add, rename, modify, disable, and reassign virtual meters without modifying field wiring. Preserve the formula and effective date of each change.

ACCOUNT AND BILLING CONFIGURATION
Maintain permanent physical meter records separately from editable account and billing records. Each permanent record must include the meter tag, physical location, circuit or water service, serial number, multiplier, communication address, and commissioning date.

Provide editable fields for account name, billing entity, service address, contact information, tariff, rate, included meters, included virtual meters, percentage allocation, effective date, and account status.

Account assignments and tariffs will be established by the Port during commissioning. Do not permanently associate a meter with a tenant or operator. Changing an account or tariff must not alter historical records.

Apply each assignment and tariff only during its stated effective period and maintain an audit history.

Where one meter serves more than one account and no approved allocation formula exists, report the consumption as shared or unallocated. Do not divide consumption independently. 673
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76 UTILITY RECONCILIATION
Provide reconciliation reports comparing the applicable main submeters with corresponding PG&E utilitymeter readings. Configure the initial reconciliation groups as follows:
• PG&E Service 1 reconciliation must use EM-01 and SC-01-1, together with other approved loads served from the same utility service.
• PG&E Service 2 reconciliation must use SC-03-1.
• PG&E Service 3 reconciliation must use SC-04-1.

Permit manual entry of utility billing dates, beginning and ending utility readings, bill quantities, and multipliers. Report the numerical and percentage difference between the utility quantity and the applicable submeter total. Do not automatically allocate reconciliation differences to accounts without an approved formula.

FIELD VERIFICATION
Inspect every proposed installation before ordering equipment. Verify that the identified circuit or pipe serves the intended physical location. Notify the Engineer of unidentified circuits, shared services, inactive services, unsuitable meter locations, inadequate clearances, deteriorated equipment, or conflicts with the Contract Documents.

Conduct a communication survey to verify Ethernet availability, radio coverage, distances, obstructions, power sources, vault conditions, and antenna locations. Submit the survey and final communication design for approval.

ELECTRICAL INSTALLATION
Install meters, current sensors, voltage taps, fuses, power supplies, enclosures, wiring, conduit, and communication equipment in accordance with approved shop drawings and manufacturer instructions.

Coordinate outages with the Port and affected facilities. De-energize equipment, verify absence of voltage, and apply lockout/tagout before installation wherever practicable. Split-core sensors do not authorize energized work. Energized work may be performed only when justified and authorized under an approved electrical-safety program.

Install sensors with correct polarity and phase relationship. Secure and label each sensor. Route sensor and communication leads to avoid interference and physical damage. Ground and bond enclosures and surgeprotection devices.

WATER-METER INSTALLATION
Install meters in the direction, orientation, and location required by the manufacturer. Provide required upstream and downstream straight-pipe lengths. Support meters and piping independently so pipe loads are not transferred to meter bodies.

Provide an isolation valve on each side of each new meter unless existing valves are shown and verified operable. Provide unions for meters 2 inches and smaller and flanged connections for larger meters unless otherwise shown.

Before removing an existing meter, photograph and record the tag, manufacturer, model, serial number, register reading, units, multiplier, County seal, and condition. Record the initial reading of the replacement meter.

Flush, disinfect, and test potable-water piping disturbed by the work. Prevent contamination of the potablewater system. Coordinate shutdowns and required testing with the Port and water purveyor. 674
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77 LABELING
Provide permanent engraved or printed laminated labels resistant to water, ultraviolet exposure, chemicals, and port conditions. Label meters, sensors, nodes, gateways, radios, power supplies, enclosures, conduits, communication cables, and network ports.

Labels must use approved physical meter tags and descriptions. Do not include tenant or operator names.

ELECTRICAL TESTING
Before energization, verify voltage, phase rotation, sensor polarity, sensor ratio, meter configuration, communication address, circuit identification, and conductor routing.

Apply or observe a measurable load on every circuit. Confirm correct voltage, current, power direction, phase relationship, accumulated energy, sensor ratio, gateway value, and software value. Correct reversed sensors, crossed phases, incorrect ratios, and mislabeled circuits.

Field-test meter accuracy using calibrated portable reference equipment at an available representative load.

Demonstrate that the local meter, communicated value, gateway, and software use identical units, ratios, and multipliers.

Compare the main submeters with corresponding PG&E meters over an agreed test period. Document differences caused by meter location, transformer loss, unmetered circuits, or timing.

WATER-METER TESTING
Verify meter orientation, flow direction, register operation, pulse value, multiplier, communication, and software units. Pass a known or independently measured volume where practicable and demonstrate that the local register, pulse node, gateway, and software totals agree.

Coordinate commercial-device testing, registration, and sealing with the County Sealer where required. Do not use a meter for billing until required approval is complete.

COMMUNICATION TESTING
Test every field device, radio path, repeater, network connection, gateway point, and software database point. Demonstrate that each reading appears under the correct permanent meter tag and physical description.

Interrupt communication to representative electrical and water meters. Demonstrate local retention and automatic recovery of readings. Interrupt the gateway connection to the server or hosted platform and demonstrate interval-data storage and recovery.

Verify radio performance under representative port operating conditions. Reposition antennas or add repeaters when required to obtain reliable communication.

SOFTWARE AND CALCULATION TESTING
Verify dashboards, cumulative values, interval values, engineering units, timestamps, alarms, report exports, virtual-meter formulas, account assignments, effective dates, tariff separation, and PG&E reconciliation calculations.

Manually calculate representative virtual-meter and billing-period totals and compare them with software results. Correct formula, timing, rounding, multiplier, and missing-data errors. 675
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78 Demonstrate that authorized Port personnel can rename accounts, reassign meters, modify tariffs, edit virtual meters, generate reports, export data, and review the audit history without assistance from the manufacturer.

COMMISSIONING PERIOD
Operate the complete Phase 1 system for a 30-day commissioning period. Maintain at least 99 percent successful scheduled data collection from each commissioned meter, excluding approved outages.

Correct unexplained gaps, duplicated intervals, clock errors, communication failures, negative values, incorrect multipliers, unreasonable readings, alarm failures, and calculation errors before acceptance.

Restart the affected portion of the commissioning period after material corrective changes when directed by the Engineer.

TRAINING
Provide at least two training sessions for Port personnel. Cover meter reading, dashboard navigation, meter status, alarm response, report generation, account assignment, tariff changes, virtual-meter editing, data export, user administration, backup and restoration, communication troubleshooting, pulse-node maintenance, and addition of Phase 2 devices.

Record the training or provide equivalent training media. Furnish written step-by-step instructions for routine Owner functions.

CLOSEOUT DOCUMENTATION
Provide final as-built electrical one-lines, water-meter details, system architecture, network diagrams, radiocoverage documentation, coordinated meter schedule, point list, IP-address schedule, Modbus addresses, register maps, current-sensor ratios, pulse multipliers, device serial numbers, calibration certificates, County approvals, final readings of removed meters, initial readings of new meters, software backups, gateway backups, database exports, configuration files, licenses, subscription information, warranties, maintenance manuals, training materials, and administrative credentials.

Document unresolved or shared services separately. Do not assign unidentified services to an account without written Port authorization.

MEASUREMENT AND PAYMENT
The contract unit price paid per “Metering Control System” (Bid Item 128), “Multi Circuit Electrical Meter” (Bid Item 129), “Single Circuit Electrical Meter” (Bid Item 130), and “Water Meter” (Bid Item 131) shall include full compensation for furnishing all labor, materials, tools and equipment necessary to perform the work involved for the metering system complete in place, as shown on the Plans, as specified in the Standard Specifications and these Specifications, and as directed by the Engineer.

TS-14 BUILDING ACCESS
The work consists of removing and disposing of two existing fixed ladders and furnishing and installing complete fixed metal ladder assemblies, including safety cages, wall brackets, standoffs, structural anchors, ladder-safety systems where required, roof-transition components, safety gates, protective coatings, flashing, sealants, and associated work. One ladder will be attached to an existing concrete wall, and one ladder will be attached to an existing metal-clad, wood-framed wall. The completed installations must comply with California Code of Regulations, Title 8, Sections 3210, 3212, 3277, and 3278; applicable federal OSHA requirements, including 29 CFR 1910.23, 1910.28, and 1910.29; applicable requirements of the California Building Code; and the approved manufacturer’s instructions. Where requirements conflict, comply with the more stringent requirement.

Before fabrication, field verify each ladder height, wall construction, framing location, wall condition, roof elevation, parapet configuration, step-across distance, clearances, existing guardrails, utilities, and 676
Technical Provisions
79 potential obstructions. Submit dimensioned shop drawings and structural calculations prepared and signed by a civil or structural engineer licensed in California. Show the ladder, cage, ladder-safety system, wall brackets, bracket spacing, anchors, connections, roof transition, guardrail or safety gate, flashing, and relationship to the existing building. Design the ladder, cage, appurtenances, fasteners, and supporting connections for the loads required by Cal/OSHA and the California Building Code, including the concentrated loads produced by the anticipated number of users, the weight of the assembly, fall-arrestsystem loads, and applicable wind loads. Verify that the existing concrete and wood framing are adequate to support the new assemblies.

Coordinate the work with the Owner’s historic-preservation requirements. Photograph and document existing conditions before beginning work. Remove the existing ladders and anchors carefully without damaging historic concrete, siding, trim, framing, roofing, or other materials designated to remain. Use the existing attachment locations where practical and structurally acceptable. Minimize new penetrations and visible alterations. Patch abandoned holes with materials compatible in composition, color, texture, and appearance with the adjacent historic material. Do not cut, remove, or conceal character-defining architectural features without written authorization. Test painted or coated materials that will be disturbed for lead and other hazardous materials and perform disturbance and disposal in accordance with applicable regulations.

Provide prefabricated fixed ladders fabricated from steel, unless another material is approved by the Engineer. Rungs must have a minimum diameter of 3/4 inch, provide a minimum clear climbing width of 16 inches, have slip-resistant walking surfaces, and be uniformly spaced at not more than 12 inches on center.

The first rung must be not more than 14 inches above the base of the fixed ladder. Do not terminate the permanent ladder above normal reach for use with a portable ladder unless specifically shown and approved as a code-compliant access arrangement. Provide a minimum clearance of 7 inches from the centerline of each rung to the nearest permanent object behind the ladder and at least 15 inches of clear climbing space on each side of the ladder centerline, except where the safety cage governs the clearance. Install the ladder at a pitch between 75 and 90 degrees from horizontal. Ladders pitched more than 90 degrees are prohibited.

At the upper landing, extend the ladder side rails or separate grab bars at least 3 feet 6 inches above the landing. For a through ladder, omit rungs from the extension and provide between 18 and 24 inches of clear width between the extended rails. Provide a step-across distance of not less than 2-1/2 inches and not more than 12 inches from the ladder to the landing, as measured in accordance with Cal/OSHA Section 3277.

Provide a landing platform where the permissible step-across distance cannot be achieved. Arrange the transition so the user can maintain a continuous handhold while stepping onto or off the roof.

Provide a safety cage on each ladder where shown. Construct the cage in accordance with Cal/OSHA Section 3277. Extend the bottom of the cage to a point between 7 and 8 feet above the ladder base and flare the cage opening at least 4 inches. Extend the cage at least 42 inches above the upper landing unless equivalent protection is provided. Provide a cage width of at least 27 inches and locate the cage between 27 and 30 inches from the rung centerline on the climbing side. Space cage vertical bars at not more than 9-1/2 inches on center around the circumference. Provide a smooth interior free of bolts, sharp edges, projections, or other climbing hazards. Where the ladder begins on an elevated landing, extend the cage or provide equivalent guarding as required by Cal/OSHA.

Where the ladder extends more than 24 feet above a lower level, or where a user could fall more than 24 feet to a lower level, provide a complete ladder-safety system in addition to the cage. The system must consist of a rigid rail or flexible carrier, safety sleeve, full-body harness connection, brackets, fasteners, cable guides where applicable, and all accessories required for a complete operating system. The system must provide protection throughout the entire vertical distance of the ladder, allow the user to climb with both hands free, and comply with 29 CFR 1910.28 and 1910.29. Limit the connection between the carrier and the user’s harness to 9 inches. Design and install the cage and ladder-safety system together so the cage does not 677
Technical Provisions
80 interfere with climbing, fall arrest, rescue, or operation of the safety sleeve. Provide a compatible safety sleeve to the Owner and clearly identify the required compatible harness and connector.

Protect ladder openings at roof or platform guardrails with a self-closing safety gate or an offset passage arrangement complying with Cal/OSHA Section 3212. The gate must swing away from the opening and return automatically to the closed position. Match the height and strength of the adjacent guardrail. Provide toeboards where required. Do not leave an unprotected opening through a required guardrail.

Attach the concrete-wall ladder directly to sound structural concrete using hot-dip-galvanized or stainlesssteel brackets and post-installed anchors designed in accordance with the California Building Code and ACI 318 anchorage provisions. Scan the concrete before drilling to locate reinforcing steel, embedded utilities, conduits, and concealed obstructions. Do not cut reinforcing steel without written authorization from the Engineer. Use anchors having a current evaluation report applicable to the existing concrete condition, edge distance, spacing, exposure, and loading. Clean drilled holes and install anchors in strict accordance with the anchor manufacturer’s instructions. Do not use expansion anchors in cracked, deteriorated, or insufficiently thick concrete unless specifically justified by the approved calculations.

Attach the metal-clad, wood-framed building ladder to structural studs, columns, beams, or supplemental solid blocking. Do not attach the ladder or cage only to metal siding, wood sheathing, or other nonstructural cladding. Locate existing framing by field investigation and provide supplemental pressure-treated wood blocking or structural steel backing where the existing framing does not provide adequate attachment. Use through-bolts with plate washers or engineered structural screws having adequate capacity, as shown in the approved calculations. Remove and reinstall metal siding as necessary to install concealed structural backing. Provide formed metal flashings, compatible sealant, isolators, and closure materials at every penetration to maintain the weather resistance of the wall assembly. Match the profile, color, and appearance of the existing siding where disturbed.

Fabricate steel ladders, cages, brackets, and miscellaneous components in accordance with approved shop drawings. Perform welding in accordance with applicable American Welding Society requirements. Grind exposed welds smooth where necessary to eliminate sharp edges and climbing hazards. Hot-dip galvanize fabricated steel after fabrication in accordance with ASTM A123 and galvanize hardware in accordance with ASTM F2329, or provide an approved marine-grade protective coating system. Repair damaged galvanizing using an approved zinc-rich repair coating. Isolate dissimilar metals to prevent galvanic corrosion. At the port environment, use stainless-steel exterior fasteners or another corrosion-resistant fastening system shown on the approved shop drawings.

Temporarily support and protect the existing structure during removal and installation. Provide scaffolding, lifts, fall protection, barricades, and other measures necessary to perform the work safely. Do not use the new ladder until all anchors, coatings, sealants, gates, and ladder-safety-system components have been installed and accepted. Clean the completed assemblies and remove construction debris.

After installation, the California-licensed engineer responsible for the design must inspect the attachment of each ladder to the existing building and submit a signed letter stating that the observed installation conforms to the approved shop drawings and calculations. Demonstrate operation of each safety gate and laddersafety system. Correct loose components, inadequate clearances, coating damage, water-entry conditions, sharp projections, misalignment, and other deficiencies before acceptance.

MEASUREMENT AND PAYMENT
The contract price paid per “Install building Ladder and Cage” (Bid Item 132) shall include full compensation for furnishing all labor, materials, tools and equipment necessary to perform the work involved installing the building rood access complete in place, as shown on the Plans, as specified in the Standard Specifications and these Specifications, and as directed by the Engineer. 678
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81 TS-15 REPLACEMENT OF EXISTING OVERHEAD COILING STEEL DOOR The work consists of removing and disposing of one existing overhead coiling steel door and furnishing and installing a complete new overhead coiling steel service door at the same opening. The work includes the door curtain, barrel, counterbalance assembly, brackets, hood, jamb guides, bottom bar, manual chainhoist operator, hand chain, chain keeper, locking device, weather seals, anchors, structural supports, flashings, sealants, protective coatings, adjustments, testing, and all accessories necessary for a complete and operable installation.

Before ordering or fabricating the door, field verify the opening dimensions, headroom, sideroom, structural frame, jamb conditions, mounting surfaces, clearances, existing hardware, operating arrangement, sill elevation, and adjacent construction. Verify whether the existing door or opening is required to have a fireprotection rating. If the existing door is fire-rated, do not replace it with an unrated service door; provide a listed and labeled fire-rated coiling-door assembly having a rating not less than the existing assembly or that required by the applicable building code. Notify the Architect of damaged, deteriorated, misaligned, or structurally inadequate supporting construction before proceeding.

Submit product data, color and finish samples, and dimensioned shop drawings for review before fabrication. Shop drawings must show the opening dimensions, door elevation, curtain, slat profile, bottom bar, guides, hood, barrel, brackets, operator, locking device, weather seals, required clearances, structural supports, anchors, and connections to the existing building. Indicate door weights and reactions imposed on the existing structure.

The replacement door must match the appearance and configuration of the existing historic overhead coiling door to the greatest extent practicable. Match the existing curtain-slat profile, slat dimensions, guide configuration, hood shape, bottom-bar configuration, visible hardware, operating arrangement, and finish.

Submit photographs, field measurements, and representative samples of the existing components with the shop drawings. The Architect will select the final color and finish. Do not alter character-defining features of the historic building without prior written authorization.

Provide a manually operated overhead coiling service door consisting of a continuous curtain of interlocking galvanized-steel slats without intermediate splices. Slat thickness, configuration, and mechanical properties must be recommended by the manufacturer for the verified opening size and specified design loads. Provide end locks or other manufacturer-recommended devices to maintain curtain alignment and prevent lateral movement. Provide a reinforced galvanized-steel bottom bar matching the appearance of the existing bottom bar and equipped with an exterior-grade weather seal.

Provide galvanized-steel curtain jamb guides of adequate depth and strength to retain the curtain under the specified wind loads and permit smooth operation. Provide adjustable guide connections and removable stops to prevent curtain overtravel. Equip the guides with continuous wear strips where recommended to prevent metal-to-metal contact and reduce operational noise. New guides must match the profile and exposed appearance of the existing historic guides. Existing guides may be reused only when authorized by the Architect and when the door manufacturer confirms in writing that they are structurally adequate and fully compatible with the new door assembly.

Provide a sheet-metal hood that completely encloses the coiled curtain, barrel, springs, and operating mechanism. Match the material, shape, dimensions, mounting arrangement, and exposed appearance of the existing historic hood. Reinforce the hood and provide intermediate supports as necessary to prevent sagging, vibration, and objectionable noise. Arrange the hood so it can be removed for future inspection and maintenance without damaging adjacent historic materials.

Counterbalance the door using an adjustable-tension steel helical torsion spring mounted around a steel shaft within a spring barrel. Provide grease-sealed or self-lubricating bearings for rotating components. 679
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82 Design the counterbalance assembly so the door remains balanced throughout its travel and can be operated safely without binding, uncontrolled descent, or excessive effort.

Provide a manual chain-hoist operator consisting of an endless alloy-steel hand chain, chain-pocket wheel, guard, gear-reduction unit, and chain keeper secured adjacent to the guide. The force required to operate the door must not exceed 25 pounds under normal operating conditions. Match the location and operating arrangement of the existing chain-hoist operator unless otherwise approved. Position the hand chain and keeper so they are readily accessible but do not obstruct the opening or create an entanglement hazard.

Provide a locking device matching the type and general appearance of the existing historic locking device.

Furnish all slide bolts, cylinder provisions, padlock provisions, interlocks, brackets, and other components necessary for secure operation. Coordinate the locking device with the Owner’s keying and security requirements. Arrange the locking system so the door cannot be inadvertently operated while locked.

Provide continuous exterior-grade weather seals at the guides, hood, and bottom bar to form a weatherresistant installation. Seal penetrations and joints between the door assembly and existing construction using compatible exterior sealant and flashing. Do not obstruct drainage paths or trap water against existing historic steel, concrete, wood, or masonry.

Design the complete exterior door assembly, including curtain, guides, brackets, supports, and anchors, to resist wind, seismic, gravity, and operating loads required by the current California Building Code and ASCE 7 for the project location. Provide permanent deformation limits recommended by the manufacturer and required by code. Do not attach the door assembly solely to sheet-metal siding, sheathing, or other nonstructural finish material. Connect brackets and guides to the existing structural frame or provide supplemental structural backing designed for the imposed loads.

Galvanize steel curtain slats, guides, brackets, bottom bars, and other exterior steel components. Factory prime exposed surfaces scheduled to receive field-applied paint. Prepare and coat the completed door in accordance with Section 099000, Painting. Provide a finish color and gloss selected by the Architect to match the existing historic doors. Protect cut edges, welds, drilled holes, and coating damage with a compatible zinc-rich repair coating and finish coats. Isolate dissimilar metals to prevent galvanic corrosion.

Use corrosion-resistant exterior fasteners suitable for the marine port environment.

Before removing the existing door, photograph and document its construction, hardware, dimensions, profiles, markings, and operating arrangement. Identify components designated for salvage or delivery to the Owner. Remove the existing curtain, barrel, hood, guides, operator, brackets, anchors, and associated components carefully without damaging the existing structural frame, wall, siding, masonry, concrete, or historic finishes designated to remain. Dispose of components not designated for salvage in accordance with applicable requirements. Properly test, handle, and dispose of coatings and debris containing lead or other hazardous materials.

Provide temporary barricades, security, and weather protection during removal and installation. Temporary weather protection must remain secure and watertight when the opening is unattended. Coordinate shutdowns and access restrictions with the Owner. Do not leave the building unsecured at the end of a work shift.

Repair deteriorated or damaged portions of the existing structural door frame only as authorized by the Architect. Remove corrosion and loose coatings from retained steel. Replace heavily corroded steel where section loss compromises structural capacity or door operation. Match the thickness, profile, and appearance of the original member. Perform welding in accordance with applicable AWS standards. Make exposed welds continuous, fill them completely, and grind them smooth to match adjacent surfaces. Prime repaired steel promptly after surface preparation.
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Technical Provisions
83 Install the new door, guides, brackets, hood, operating equipment, anchors, inserts, hangers, supports, weather seals, and accessories in accordance with the approved shop drawings and manufacturer’s written instructions. Install the assembly plumb, level, square, and properly aligned. Provide anchors of the type, size, material, embedment, edge distance, and spacing shown on the approved shop drawings. Do not cut or weld existing structural members without written authorization.

After installation, adjust the springs, guides, operator, locking device, bottom bar, weather seals, and moving components so the door travels smoothly through its full range without binding, rubbing, excessive vibration, uncontrolled movement, or distortion. Lubricate bearings, chains, and sliding components as recommended by the manufacturer. Adjust the weather seals to maintain continuous contact without preventing normal operation.

Demonstrate the operation of the completed door to the Owner. Operate the door through at least five complete opening-and-closing cycles and demonstrate the locking device, chain keeper, counterbalance, travel stops, and weather seals. Correct excessive operating force, binding, misalignment, abnormal noise, loose components, incomplete sealing, finish damage, and other deficiencies before acceptance. Provide the Owner with maintenance instructions, recommended inspection intervals, lubrication requirements, adjustment procedures, replacement-parts information, and available manufacturer warranties.

MEASUREMENT AND PAYMENT
The contract unit price paid per “Replace Rollup Door” (Bid Item 133) shall include full compensation for furnishing all labor, materials, tools and equipment necessary to perform the work involved for replacing the rollup door complete in place, as shown on the Plans, as specified in the Standard Specifications and these Specifications, and as directed by the Engineer.

TS-16 FENDERS
This work includes installing plastic panels onto existing steel fenders. The Port will provide the ultra-highmolecular-weight polyethylene (UHMW) fenders to the Contractor. The Contractor will need to remove remnants of steel studs from the carbon steel fender panel and welding new ¾” stainless steel studs to the fender panel. Upon completion of welding, the Contractor shall paint the disturbed area of the carbon steel fender black. The Contractor shall bolt the UHMW fenders to the metal panel using stainless steel nuts and washers.

MEASUREMENT AND PAYMENT
The contract unit price paid per each “Install Large Fender” (Bid Item 136) and “Install Small Fender” (Bid Item 137) shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in installing the fenders, complete in place, as shown on the Plans, and as specified in the Standard Specifications and these Specifications, and as directed by the Engineer and no additional compensation will be allowed therefor.

TS-17 SOLAR LIGHTS
Lighting shall conform to the provisions in Section 87-2, “Lighting Systems,” of the Standard Specifications and these Specifications. All street lights shall be solar powered units provided by Fonroche. The products shall be as follows:

1. Fixture: Essential Model T54-CK16B-3K-GEN3

2. Solar Module: P190F-3PHW-MC

3. Pole 14 feet Round tapered pole

4. Breakaway Coupling Kit for each pole
The Contractor shall install the street lights consistent with the manufacturer's guidelines.

FOUNDATIONS
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Technical Provisions
84 The Contractor shall excavate and pour concrete foundations as shown on the Plans. Concrete shall conform to Section 90-2, “Minor Concrete,” of the Standard Specifications.

MEASUREMENT AND PAYMENT
The contract unit price paid per each “Install Solar Light” (Bid Item 138) shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in placing the lights, complete in place, including foundation installation and surface restoration, as shown on the Plans, and as specified in the Standard Specifications and these Specifications, and as directed by the Engineer and no additional compensation will be allowed therefor.

TS-18 OSPREY NEST
The Contractor shall furnish and install utility poles in the locations shown on the Plans to install Osprey nests.

The Port will provide the Contractor the Osprey nests for installation atop the utility poles.

MEASUREMENT AND PAYMENT
The contract unit price paid per each “Install Osprey Pole and Nest” (Bid Item 135) shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in placing the nests complete in place, including drilling and disposing of oils as well as surface restoration, as shown on the Plans, and as specified in the Standard Specifications and these Specifications, and as directed by the Engineer and no additional compensation will be allowed therefor.

TS-19 FURNISHINGS
The Contractor shall furnish and install a table that shall be a Simplistic Rectangular Light Brown Iron Outdoor Picnic Table, White, 63"L x 70"W x 31"H, Table & Backrest Chair by Litfad or approved equal. The Contractor shall adhere the bench to the asphalt using asphalt anchors and epoxy.

This shall also include the installation of an interpretative panel and stand provided by the Port in the location shown on the Plans.

MEASUREMENT AND PAYMENT
The contract unit price paid per each “Install Outdoor Table and Chairs” (Bid Item 139) and “Install Interpretative Panel” (Bid Item 137) shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in placing table and chairs, complete in place, as shown on the Plans, and as specified in the Standard Specifications and these Specifications, and as directed by the Engineer and no additional compensation will be allowed therefor.

TS-20 ALLOWANCE
This contract includes an allowance noted as Bid Item 140 “Supplemental Work”. This allowance has been included in the contract to cover the costs of field modifications necessitating the Contractor to perform extra work. The amount of expenditure under this item may vary from zero to the total amount of the item. This amount may constitute the sum of several extra work requests.

TS-21 SITE CLEAN-UP
On completion of the work, the Contractor shall clean all portions of the project area. This work includes removing all debris, street sweeping, power washing, and removing paint marks within the work zone.

MEASUREMENT AND PAYMENT
Full compensation for site clean-up shall be considered as included in the prices paid for the various contract items of work, and no additional compensation will be allowed therefor. 682
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APPENDIX A – CITY OF RICHMOND – CONTRACT
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