HomeMy WebLinkAboutCC RES 87-083RESOLUTION NO. 87-83
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
TUSTIN, CALIFORNIA, APPROVING PLANS AND SPECIFICATIONS
FOR THE CONSTRUCTION OF ASSESSMENT DISTRICT 85-1
IMPROVEMENTS ON IRVINE BLVD., BRYAN AVE., AND BROWNING
AVE. AND AUTHORIZING ADVERTISEMENT FOR BIDS
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WHEREAS, it is the intention of the City Council of the City of
Tustin, California to construct street improvements on Irvine Blvd., Bryan
Ave., and Browning Ave. within Assessment District 85-1; and
WHEREAS, the City Engineer has presented plans and specifications for
accomplishing said work;
NOW, BE IT RESOLVED that'
1. The plans and specifications presented by the City Engineer are hereby
approved for the construction of Assessment District 85-1 improvements on
Irvine Blvd., Bryan Ave., and Browning Ave.
o
2. The City Clerk is hereby authorized and directed to advertise as
required by law for the receipt of seal ed bi ds or proposals for the doing
of the work specified in the aforesaid plans and specifications which said
advertisement shall be substantially in the form as the attached NOTICE TO
CONTRACTORS, entitled Exhibit "A" and made a part hereof.
PASSED AND ADOPTED at a regular meeting of the City Council
City of Tustin, held on the 20th.day of July, 1987.
of the
Ri chard B. Edgar,
Mayor
21 ATTE'ST.
22
IMary E. Wynn,
ICity Clerk
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EXHIBIT A
NOTICE TO CONTRACTORS
SEALED PROPOSALS will be recieved at the office of the City Clerk~
Tustin City Hall, 300 Centennial Way, Tustin, CaliforM-ia 92'680 until
1 0: 00 A.M. on the 27th day of August , 198 7 at whi ch time they wi 11 be
publicly opened and read, for performing work' as follows:
.
Construction of' Assessment district 85-1 Improvements on
Irvine Blvd., Bryan Ave., and Browning Ave.
Bids are required for the entire work described herein'
SCHEDULE OF WORK ITEMS
IRVINE BLVD. (700050
BID
ITEM # DESCRIPTION UNITS
1
2
3
4
5
~"' 6
7
8
9
10
11
12
13
14
15
t6
17
18
19
20
21
22
23
24
25
26
27
28
29
o0
~" 31
32
33
34
QUANTITY
TYPE A-2 CURB AND GUTTER
TYPE B-1 CURB (8" C.F.)
EMBOSSED CONCRETE MEDIAN PAVING
LOCAL DEPRESSION
0.40' THICK AC BASE COURSE
1.35' THICK AC BASE COURSE
L.F.
L.F.
S.F.
EACH
TON
TON
0.10' THICK AC WERING COURSE/VAR. THICKNESS O.L.TON
1.60' THICK CL. II AGGREGATE BASE TON
EXCAVATION AND EARTHWORK
MISC. REMOVALS AND DISPOSALS
?CC MEDIAN NOSE
GRIND EXIST. ?VMN'T TO O.10' DEPTH
ADJUST W.V. TO FINISHED GRADE
ADJUST M.H. TO FINISHED GRADE
3" ?VC SLEEVE
9.5"x16" METER BOX FOR IRR. SLEEVING
SIGNING AND STRIPING
10" VC? SEWER
48" SANITARY SEWER M.H.
SHEETING/SHORING/BRACING FOR SEWER CONSTRUCTION L.S.
2" RECLAIMED WATER SERVICE
REMOVE EXISTING IRRIGATION LINE
RELOCATE EXISTING 4" WATER LINE
TYPE OS CATCH BASIN
TYPE OL CATCH BASIN
JUNCTION STRUCTURE TYPE II
JUNCTION STRUCTURE TYPE IV
JUNCTION STRUCTURE TYPE VI
8" THICK BRICK AND MORTAR PLUG
REMOVE AND DISPOSE OF BRICK AND MORTAR PLUG
FURNISH AND INSTALL 36"x22" CM?
INST~LATION OF CITY FURNISHED 18" RCP
INSTALLATION OF CITY FURNISHED 42" RCP
INSTALLATION OF CITY FURNISHED 48" RCP
C .Y.
L.S.
EACH
S. F.
EACH
Ii;ACH
L.F.
EACH
L.S.
L.F.
EACH
L.F.
L.S.
L.F.
EACH
EACH
EACH
EACH
EACH
EACH
EACH
L.F.
L.F.
L.F.
L.F.
0945
4095
4288
2
3274
834
1280
12569
5800
1
17366
" 7
2880
14
i
676
3
1'
77
1
120
1
1
1
!
i
10
50
135
85
216
BID
ITEM #
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
6O
61
62
63
64
65
66
67
68
69
7O
71
72
73
74
76
77
78
79
8O
81
82
83
84
DESCRIPTION
UNITS
SHEETING/SHORING/BRACING FOR S.D. CONSTRUCTION
EDISON CONDUIT AND APPURTENANCES
CABLE T.V. AND APPURTENANCES
SHEETING/SHORING/BRACING FOR EDISON/CATV
h ,S.
L.S.
L.S.
L.S.
BRYAN AVE. (700047)
TYPE A-2 CURB AND GUTTER
TYPE A MEDIAN CURB (8"C.F. )
DRIVEWAY APRON
EMBOSSED CONCRETE MEDIAN PAVING
LOCAL DEPRESSION
0.35' THICK AC BASE COURSE
1.10' THICK AC BASE COURSE
1.35' THI-CK CL.II AGGREGATE BASE
EXCAVATION AND EARTHWORK
MI SC. REMOVALS AND DISPOSALS
PCC MEDIAN NOSE
ADJUST W.V. TO FINISHED GRADE
ADJUST M.H. TO FIN. GRADE W/PVC LN'D GRD.
3" PVC SLEEVE
9.5"x16" METER BOX FOR IRR. SLEEVING
8" ACP CLASS 200 DRAIN PIPE ·
MEDIAN GRATE INLET .
6" I~ERFORATED PVC MEDIAN DRAIN
TYPE B-3 BRIDGE CURB (8" C.F. )
REFINISH BRIDGE DECK
SIGNING AND STRIPING
8" VCP SEWER
EoF.
L.F.
S.F.
S.F.
EACH
TON
TON
TON
C.Y.
L.S.
EACH
EACH
RINGS EACH
L.F.
EACH
L.F.
EACH
L.F.
L.F.
SHEETING/SHORING/BRACING FOR SEWER CONSTRUCTION L.S.
4" ANNA C-900 PVC CL 150 RECLAIMED WATER MAIN L.F.
4" GATE VALVE
4" C.I. RT. PLUG AND BLOW-OFF ASSEMBLY
2" RECLAIMED WATER SERVICE
4"45 DEG ELL W/CONC ANCHOR
SHEETING/SHORING/BRACING FOR RECLAIMED WATER
8" ACP CL 150 WATER MAIN
8" GATE VALVE
8" C.I. RT PLUG AND BLOW-OFF ASSEMBLY
8" 45 DEG ELL W/CONC. ANCHOR ·
12"x8" C.I. CROSS
SHEETING/SHORING/BRACING FOR DOMESTIC WATER CON.L.S.
TYPE OS CATCH BASIN
JUNCTION STRUCTURE TYPE I
JUNCTION STRUCTURE TYPE III
JUCNTION STRUCTURE TYPE IV
JUNCTION STRUCTURE TYPE VI
8" THICK BRICK AND MORTAR PLUG
CONCRETE COLLAR
INSTALLATION OF CITY FURNISHED 18" RCP
INST]~LLATION OF CITY FUR~IsHED 24" RCP
INSTALLATION OF CITY FURNISHED 30°' RCP
INSTALLATION OF CITY FURNISHED 36" RCP
EACH
EACH
L.F.
EACH
L.S.
L.F.
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
L.F.
L.F.
L.F.
L.F.
QUAN-T ITY
7090
8810
495
10276
9
7561
222
27997
11900
1
8
14
3
5330
27
92
2
460
93
903
1
57
1
255
4
2
655
2
1
375
3
4
2
1
1
12
5
1
1
1
4
2
366 '
138
515
654
BID
ITEM #
8-5
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
'106
107
DESCRIPTION
UNITS
SHEETING/SHORING/BRACING FOR S.D. CONST.
EDISON CONDUIT AND APPURTENANCES
TELEPHONE CONDUIT AND APPURTENANCES
CABLE T.V. AND APPURTENANCES
SHEETiNG/SHORING/BRACING FOR EDISON/TEL/CATV
S.S,
L.S.
L.S.
BROWNING AVE. (700049)
TYPE A-2 CURB AND GUTTER
0.35' THICK AC BASE COURSE
1.10' THICK AC BASE COURSE
0.10' THICK AC WEARING COURSE
1.3.5' THICK CL II AGGREGATE BASE
EXCAVATION AND EARTHWORK
MI SC. REMOVALS AND DISPOSALS
GRIND EXISTING PVMN'T TO 0.10' DEPTH
ADJUST M.H. TO FINISHED GRADE
2" WATER SERVICE
SIGNING AND STRIPING
EDISON CONDUIT AND APPURTENANCES
L.F.
TON
TON
TON
TON
C.Y.
L.S.
S.F.
EACH
L.F.
L.S.
L.S.
TRAFFIC SIGNALIZATION (800020 ) TRAFFIC SIGNAL,
SAFETY LIGHTING AND APPURTENANCES AT'
TUSTIN RANCH ROAD AND BRYAN AVENUE L.S.
TUSTIN RANCH RD. AND PARKCENTER LN./HERITAGE WAYL.S.
TUSTIN RANCH ROAD AND IRVINE BLVD. L.S.
MYFORD ROAD AND BRYAN AVENUE L.S.
MYFORD ROAD AND HERITAGE WAY
IRVlNE BLVD. AND' MYFORD ROAD L.S
QUANTITY
998
791
14
255
2927
1800
1
2160
4
8O
1
1
1
o 1
1
1
1
1
..
~' :',.'"', "%~ ' ..... '" ' ' '~,"~" ' .... : " :'i ' ' ~' ' ,,."
,'~" · ',ii'... , ~2:.: : ",.~. ; ..<...:?.~ : . . ., -".
The foregoing quantities are approximate only being given as a basis for the
comparison of bids, and the City of Tustin does not, expressly or by implication,
a§ree that the actual amount of work will correspond therewith, but ~eserves the
right '~o increase .or decrease the amount of any class or portion of the work or to
omit portions of the work as may be deemed necessary~or advisable by the Engineer.
Plans, specifications and proposal forms to be used for bidding on this
project can only be obtained by prospective bidders at the office of the City
Clerk, Tustin City Hall, 300 Centennial Way, Tustin, California, 92680, upon
payment o.f $50.00 per set, or will be mailed out upon payment of $65.00 per set,
which amounts are not refundable.
In conformance with Section 37931 of the Government Code, all bids shall be
presented under sealed cover on the proposal form provided and accompanied by
bidder's security in the form of cash, cashier's check, certified check or bid
bond executed by an accredited surety. The security shall be for an amount no
less than 10% of the amount of the bid. A bid shall not be considered unless one
of the forms of the bidder's security is enclosed therewith.
A Faithful Performance Bond in the amount of 100% and a Labor and Materials
Payment Bond in the amount of 50% in the form attached to the contract documents
shall be provided. Said bonds shall be issued by a surety company rated Grade A
or better and Class IV or better by the lastest edition of Best's Key Rating
Gui de.
City of Tustin reserves the right to reject any or all bids, and/or waive any
informality on a bid. No bidder may withdraw their bid for a per-iod of thirty
(30) days after the date set for the openin~ thereof. Prior to bid opening,
Bidder may withdraw his/her bid. Bids received after the bid opening time and
date stated herein will be returned to bi,de.~ ~no~ened.
Pursuant to California Government Code Section 4590, the contractor will
entitled to post approved securi'Cies with the City or an approved financial
i,nstitution in order to have the City release funds retained by the City to insure
performance of the contract.
Prior to contract award the successful bidder shall possess a valid State of
California Co~tractor's License in the classification of A.
l"ne City Council of the City of Tustin has obtained from the Director of
Industrial Relations the general prevailing rate of per diem wages and the general
prevailing rate for legal holiday and overtime work in the locality in which the
work is to be performed for each craft or type of work needed and a copy of the
same is on file in the office o~ the City Clerk.
Not less than said prevailing r'ates shall be paid to workers employed on this
public works contract, as required by Labor Code Sections 1771 and 1774 of the
State of California.
Ordered:-by the City Council on July 20, 1987.
Mary E. Wynn, City Clerk
lO
STATE OF CALIFORNIA )
COUNTY OF ORANGE ) §
CITY OF TUSTIN )
MARY E. WYNN, City Clerk and ex-officio Clerk'of the City Council of the City
of Tustin, California, does hereby certify that the whole number of the mem-
bers of the City Council of the City of Tustin is five; that the above and
foregoing Resolution No. 87-83 was' duly and regularly introduced, passed and
adopted at a regular mee~of the City Council held on the 20~h day of
~1~y,_.1987, by the fol lowing vote'
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AYES ·
NOES ·
ABSENT'
COUNCILPERSONS'
COUNCILPERSONS'
COUNCILPERSONS'
Edgar, Hoesterey, Kelly, Kennedy, Prescott
None
None
~~L~ARy~ -E. -WYNN, CitY ~c[erk-~ ..... ~
City of Tustin, California