HomeMy WebLinkAboutCC RES 86-091RESOLUTION NO. 86- 91
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF TUSTIN,
CALIFORNIA, APPROVING PLANS AND SPECIFICATIONS FOR THE
CONSTRUCTION OF ASSESSMENT DISTRICT 85-1 (PHASE V-A) AND
ASSESSMENT DISTRICT 85-1 (PHASE V-B) AND DIRECTING THE
CITY CLERK TO ADVERTISE FOR FOR BIDS
WHEREAS,-it ~s the intention of the City Council of the City of Tustin,
Calif. ornia to construct certain flood control improvements and appurtenant
work designated as Assessment District 85-1 (Phase V-A) and Assessment
District 85-1 (Phase V-B); and
WHEREAS, the City Engineer has presented plans and specifications for the
construction of said work; _
NOW THEREFORE, BE IT RESOLVED that the plans and specifications
presented by the City Engineer be and are hereby approved as the plans and
specifications for the construction of Assessment District 85-1 (Phase V-A)
and Assessment District 85-1 (Pha~e V-B).
BE IT-FURTHER RESOLVED that the City Clerk is hereby authorized and
directed to advertise as required by law for the receipt of sealed bids or
proposals for the doing of the work specified in the aforesaid plans and
specifications which said advertisement shall be substantially in the
fol 1 owing work and fi gures to-wit'
15
"NOTICE TO CONTRACTORS"
17 SEALED PROPOSALS will beI received at the office of the City Clerk,
Tustin City Hall, 300 Centennial Way, Tustin, California, until 10'00 A.M. on
18 the 29th day of J.uly, 1986, at which time they will be publicly opened and
read, for performing work as follows-
19
ASSESSMENT DI STRICT 8.5-1 ( PHASE V-A)
FO7 CHANNEL IMPROVEMENTS FROM I-5 FREEWAY TO 100' NORTHERLY OF BRYAN AVENUE
AND
ASSESSMENT DISTRICT 85-1 (PHASE V-B)
FO7 CHANNEL IMPROVEMENTS FROM 100' NORTHERLY OF BRYAN AVENUE TO 400' EASTERLY
OF BROWNING AVENUE
Bids are required for the entire work described herein-
2?
28 . A-1
,i
10
11
13
15
16
17
19
20
21
23
~5
ITEM
NO.
1.(A)
2.(A)
3.(A)
4.(A)
5.(A)
6.(A)
7.(A)
8.(A)
9.(A)
10. (A)
11. (A)
12. (A)
13. (A)
14. (A)
15. (A)
16.(A)
17. (A)
18. (A)
19. (A)
20.(A)
UNIT
.Cub i c Ya rd
Each
Lin. Ft.
Lin. Ft.
Each
Lin. Ft.
Lin. Ft.
Tons
Each
Lin. Ft.
Lin. Ft.
Each
Each
Lin. Ft.
Lin. Ft.
Lump Sum
Each
Cub i c Ya rd
Lin. Ft.
Each
SCHEDULE OF WORK ITEMS
(PH'ASE ~'~A') -
QUANT, ITy
354
DESCRIPTION
Place salvage rip-rap 30" thick
RC outlet transition structure per Sheet
No. 12. ~
150
RC trap. channel bridge section per
Sheet No. 13.
381
16
RC channel rectangular section per Sheet
No. 8.
Channel cut-off wall per Sheet No. 11.
2,31.0
2,283
Guard cable fence per OCEMA Std. No. 413.
RC channel trapezoidal section per Sheet
No. 11.
4,318
Six inch thick aggregate base.
Bridge pier debris wall per Sheet No. 9.
28
RC trapezoidal channel per Sheet No.'s 11
and 12.
57
24" dia. RCP- 1750D.
Inlet Type V per OCEMA Std. No. 305.
Pipe inlet to rectangular channel per
Sheet No. 9.
153
18" dia. RCP-1500D.
163
8" canyon subdrain per OCEMA Std'. No.
323.
RC maintenance ramp per Sheet No. 9.
RC trapezoidal to rectangular transition
structure per Sheet No. 11 and 12.
340
30" thick grouted ri p-rap wi th salvage
rip-rap per Sheet No. 11.
4,910
Chain link fence per OCEMA Std. No. 412.
16' dble. swing gate per OCEMA Std. No.
412.
10
11
151
17
18
19
20
21
25
27
ITEM
NO.
2I.(A)
21A. (A)
22. (A)
23. (A)
24.(A)
25. (A)
26. (A)
27.(A)
28.(A)
·
29. (A)
30.(A)
31.(A)
32. (A)
33. (A)
34.(A)
35. (A)
36.(A)
37.(A)
38. (A)
39. (A)
UNIT
Tons
Tons ·
Lin. Ft.
Each
Lin. Ft.
Lin. Ft.
Each
Each
Lin. Ft.
Lin. Ft.
Lump Sum
Lump Sum
Lump Sum
Lin. Ft.
Lump Sum
Lump Sum
Lump Sum
Cubic Ya rd
Each
Lump Sum
SCHEDULE OF WORK ITEMS (CONTINUED)
...... (PF[AisE' V-'A)_
QUANTITY
DESCRIPTION
~ , · _ , _
37O
4" thick asphalt concrete.
1,110
12" thick aggregate base.
940
Remove and install existin§ chain link
fence.
RC pipe collar per OCEMA Std. No. 317.
30
RC endwall per SheetlNO. 12.
119
RC confluence structure per ~;heet No.'s
10 and 12.
RC inlet to trapezoidal channel Iper Sheet
No. 2.
Brick and mortar pipe plug.
145
48" dia. RCP- 1500D.
90
60" dia. RCP - 1400D.
Remove and dispose 500 S.F. existing PCC
channel.
Remove and dispose 200 L.F. existing pipe
and wi re revetment.
Remove and dispose existing PCC drop
structure.
101
Remove and relocate existing 24" RCP.
Remove 600 C.Y. + existing grouted
rip-rap wi er stru--cture and salvage.
Remove and dispose 100 L.F. existing 24"
CMP and 3 inlets.
Remove and dispose 45 L.F. existing 15"
CMP and I inlet..
1,250
Remove and salvage existing loose
rip-rap.
Automatic 24" dia. fl apgate.
Remove and dispose 2 L.F. existing 30"
RCP.
A-3
,i
i.
ii
10
17
18
19
20
23
25
ITEM
NO. UNIT
40. (A) Lump Sum
41. (A) Lump Sum
42.(A) Each
43.(A) Lin. Ft.
44. (A) Lump Sum
45. (A) Lin. Ft.
46. (A) De 1 eted
47.(A) Lin. Ft.
48.(A) Lin. Ft.
49. (A) Lump Sum
50. (A) Lump Sum
SCHEDULE_. OF WORK, I.TEMS (.C..ONTI.NUEDJ_
,( PHASE. V-A)
QUANTITY
33
280
DESCRIPTION
Remove and dispose 30 L.F. 18" CMP and
PCC inlet.
Remove and dispose 87 L.F. 8" PVC and
salvage fl apgate.
RC flapgated outlet structure per Sheet
No. 10.
36" dia. RCP ~ 1500D.
Remove and replace existing RC grated
retarding basin inlet structure.
72" dia. RCP- 1400D.
144
97
Remove and salvage exi sting 48" RCP.
60" dia. CMP- 12 gauge.
Shoring.
Shoring at I-5 Freeway bridge.
A-4
. . i,
·
. i-
10
11
15
17
18
19
20
25
27
ITEM
NO.
2.(B)
3,(B)
4.(B)
5.(B)
6. (B.)
7.(B)
8.(B)
9.(B)
11.(B)
12. (B)
13. (B)
14. (B)
15. (B)
16. (B)
17. (B)
18. (B)
19. (B)
20.(B)
UNIT
· Lin. Ft.
Each
Each
Lin. Ft.
Lin. Ft.
Tons
Each
Each
Each
Each
Each
Lin. Ft.
Each
Lin. Ft.
Lin. Ft.
Lin. Ft.
Lin. Ft.
Each
Each
ii
Each
i.
· .
· ..
..
:- .
..
m m
.'
....
·
.
......
.,. ..
....
·
.,-
.
SCHEDULE OF WORK ITEMS
.... ~(?HAS.E .V.L-B)~ -
QUANTITY
613
2,534
1,539
1,779
55
84
175
220
130
DESCRIPTION
RC rectangular channel per Sheet No. 6.
Trapezoidal channel cut-off wall per
Sheet No. 9.
Rectangular channel cut-off wall per
Sheet No. 9.
Guard cable fence per OCEMA Std. Plan No.
413.
RC trapezoidal channel per Sheet No. 9.
6" thick aggregate base road surface.
Debris wall per Sheet No. 2.
RC rectangular to trapezoidal transition
structure per Sheet No. 9.
RC trapezoidal to rectangular transition
structure per Sheet No. 8.
RC rectangular to trapezoidal transition
structure per Sheet No. 8.
RC trapezoidal to rectangular transition
structure per Sheet No. 8.
18" dia. RCP- 1750D.
RC collar per OCEMA Std. Plan No. 317.
102" dia. RCP - 1500D.
8.5' X 8.5' RC box culvert per Sheet No.
10.
Triple 16.5' X 10.5' RCB per Sheet No. 7.
Triple 16.5' X 15.25' RCB per Sheet No.
7.
J.S. Type V per OCEMA Std. Plan No. 314.
Two course brick and mortar plug for
8.5' X 8.5' RCB.
Pipe to trapezoidal channel J.S. per
Sheet No. 11.
A-5
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10
11
12
13
15
17
18
19
20
21
22
23
24
25
26
27
28
ITEM
NO.
21.(B)
22.(B)
23.(B)
24.(B)
25. (B)
26.(B)
27.(B)
29. (B)
S~CHEDU.L,E OF WORK ITEMS, (CONTI, N~UED)
())H'A'SE' V--B)
UNIT QUANTITY
Each 2
Lin. Ft. 200
Lump Sum I
Lin. Ft. 135
Lin. Ft. 2,444
Lump Sum 1
Lump Sum 1
Lin. Ft. 5,374
Each 8
30. (B) Tons 590
30A. (B) Tons 1,769
31.(B)
32.(B)
33. (B)
34.(B)
35. (B)
36. (B)
37.(B)
Each 3
Each I
Lump Sum I
Lump Sum I
Lump Sum I
Lump Sum I
Lump Sum I
Lump Sum I
Cubic Yard 470
38.(B)
39.(B)
DESCRIPTION
.......
8.5' X 8.5' RCB to channel J.S. per
Sheet No. 10.
Tubular metal guard railing per Sheet No.
13.
RC maintenance ramp per Sheet No. 8.
PCC "V" gutter per Sheet No. 8.
8' dia. canyon subdrain per OCEMA Std.
Plan No. 323.
Join to existing channel expansion joint
per OCEMA Std. Plan No. 318.
Join to existing RCB per OCEMA Std. Plan
No. 318.
Chain link fence per OCEMA Std. Plan No.
412.
16' wi de double swing gate per OCEMA Std.
Plan No. 412 and Sheet No. 8.
4" thick asphalt concrete.
12" thick aggregate base.
Parapet wall per Sheet No. 10.
RCB to pipe transition per Sheet No. 9.
Remove and dispose existing RC transition
structure and apron. ·
Remove and dispose 36" and 24" CMP and
headwa 11.
Remove and dispose 12" CMP.
Remove and dispose 24" CMP and concrete
headwa 11.
Remove and dispose pipe and wire
revetment.
Remove and dispose RC chute transition
structure.
Remove and salvage 1 oose ri p-rap.
A-6
o.
ITEM
NO.
2 40. (B)
~ 41. (B)
5 42. (B)
43. (B)
8 44. (B)
9 45. (B)
10 46. (B)
11 47. (B)
12 48. (B)
12 49. (B).
14
15
16
17
50.(B)
51. (B)
52. (B)
18 53. (B)
19
20
21
54.(B)
55.(B)
22 56. (B)
23 57. (B)
58.(B)
26 59. (B)
27
28
UNIT
Deleted
'Lump Sum
Each
Tons
Sq. Ft.
Lin. Ft.
Lin. Ft.
Lin. Ft.
Each
Lin. Ft.
Lin. Ft.
Each
Tons
Lump Sum
Cubic Yard
Each
Each
Lin. Ft.
Lump Sum
SCHEDU.L_E..._OF WORK !_TENS (CONT I NU_ED)_
(PHASE V-B)_
QUANTITY
(Blank)
DESCRIPTION
,,,,_ · , ,
Remove and dispose 8 L.F. 18" CMP.
Reinforced concrete collar per Sheet No.
11.
420
Grouted rip-rap per OCEMA Std. Plan No.
803 and Sheet No. 12.
5,195
134
Remove and replace in kind AC pavement.
24" dia. 1/4" thick steel casing.
1,550
28" dia. 1/4" thick steel casing.
(Blank)
212
36" RCP - 1750D.
Remove and dispose RC storm drain outlet
structure. ~
18
96" CMP 2 2/3" X 1/2" corrugated 8 gauge.
66" CMP 8 gauge.
66" CMP riser 8 gauge per OCEMA Std. Plan
No. 327 and Sheet No. 12.
144
Clean and place salvaged rip-rap per
OCEMA Std. Plan No. 809.
CMP end plate per Sheet No. 12.
3,840
Remove and dispose of silt from exist.
16.5' X 10.5' triple cell RCB.
18
Brick and mortar pipe plug.
Pipe to rectangular channel J.S. per
Sheet No. 11.
60
Triple 16.27' X 14.5' RCB per Sheet No.
7o
Shoring.
A-7
10
11
15
17
18
19
20
27
The foregoing quantities are approximate only, being given as a basis for
the comparison of bids, and the Cit~ of Tustin does not, expressl~ or by
implication, agree that the actual amount of work will correspond therewith,
but reserves the right to increase o.r decrease the amount of an~ class or
portion of the work, or to omit portions of the work as may be deemed
necessar~ or advisable b~ 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 of $25.00 per set,' which amount shall be non-refundable.
Plans and specifications will be mailed out upon payment of $40.00 per
set, which amount shall be non-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 one of the roi-lowing forms of bidder's security-
a. Cash ~
b. Cashier's checklmade payable to the City of Tustin.
c. Certified check made payable to the City of Tustin.
d. Bidder's bond executed by an accredited surety insurer, made payable
to the City of Tustin.
The security shall be in an amount equal to at least ten percent (10%) of
the amount of the bid. A bid shall not be considered unless one of the forms
of bidder's security is enclosed therewith.
A Security Bond for payment of labor and materials will be required in
the amount of fifty percent (50%) of the estimated total contract price and a
Faithful Performance Bond in the amount of one hundred percent (100%) of the
estimated total contract price lin the form attached to the contract
documents. Said bonds shall be issued by a Surety Company rated Grade A or
better and Class I'X or better by the latest edition of Best's Key Rating
Guide.
City of Tustin reserves the right to reject any or all bids, and/or waive
any informality on a bid. No bidder may withdraw his bid for a period of
thirty (30) days after the date set for the opening thereof.
The contract will be awarded to the lowest qualified bidder.
Provisions of the State Contract Act are not applicable, and prospective
bidders will not be required to be prequalified.
This project is a cash contract and is designated as an Assessment
District for internal financing purposes only.
A-8
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Il ' L i ] il U . iii ................................ I I _ ' ___ i ..... J I .... E ..... I . ' I ~. . ~l ...jm __ i m ~ ~
10
l?
18
19
20
27
All work to be done under the direct supervision of the City Engineer,
City of Tusti n.
All work..to be paid for at the unit prices bid from appropriated monies.
Pursuant to 'California Government Code Section 4590, the contractor will
be entitled to post approved securities with the City or an approved financial
institution in order to have the City release funds retained by the City to
insure performance of the contract.
· The 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 of the City Clerk.
Not less than said prevailing rates shall be paid to workers employed on
this public works contract by Labor Code Sections 1771 and 1774 of the State
of Cal i forni a..
this
PASSED AND ADOPTED by the City Council of the City of Tustin, California,
14th day of July , 1986.
ATTEST. ·
Adverti se i n the Tusti n News'
July 17, 1986
J~y_ 24, 1986'
A-9
· .o
STATE OF CALIFORNIA )
'=''COUNTY OF ORANGE ) §
CITY OF TUSTIN )
MARY E. WYNN, City Clerk
Tustin, California, does
the City Council of the
Resol uti on No. 86-~1 was
adjourned regul~'r meeting
by the following vote.
AYES ·
NOES ·
ABSENT-
COUNC ILPERSONS.
COUNCILPERSONS.
COU NC I LPERSONS.
and ex-officio Clerk of the City Council of the City of
hereby certify that the whole number of the members of
City of Tustin is five; that the above and foregoing
duly and regularly introduced, passed and adopted at an
of the City Council held on the 1..4th day of Ju_.~, 1986,
Edgar,
None
None
Hoesterey, Kelly,
Kennedy, Saltarel li