HomeMy WebLinkAboutCC RESO 11,570RESOLUTION NO. 11,570
RESOLUTION AUTHORIZING EXECUTION OF AMENDMENT
TO AGREEMENT BETWEEN CITY OF NATIONAL CITY
AND STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION
BE IT RESOLVED by the City Council of the City
of National City, California, that the Mayor is hereby
authorized and directed to execute, and the City Clerk is
authorized to attest, that certain amendment to agreement
between City of National City and State of California
Department of Transportation for the construction of
Plaza Boulevard offramp from I-5.
PASSED AND ADOPTED this 20th day of August, 1974.
ATTEST:
BY
DEP,
CITY CLERK
THIS AMENDEMENT TO AGREEMENT IS
HEREBY MADE AND ENTERED INTO
THIS DAY OF
1974
BY AND BETWEEN
AND
11-SD-5
R10.8-11.1
11359-144301
DISTRICT AGREEMENT
NO. 11-0067
Amendment Number 1
9TH ST. OFF -RAMP
RELOCATION TO 10TH ST.
The CITY OF NATIONAL CITY,
a body politic and a municipal
corporation of the State of
California, hereinafter re-
ferred to as "CITY"
The STATE OF CALIFORNIA,
acting by and through its
Business and Transportation
Agency, Department of Trans-
portation, hereinafter re-
ferred to as "STATE"
WITNESSET H:
WHEREAS, a northbound off -ramp from Interstate Route 5 is
presently provided to Ninth Street in National City, and
WHEREAS, CITY and STATE executed an Agreement on October 24,
1972, hereinafter referred to as "AGREEMENT", setting forth
C:7-26_74,p•�
the terms, conditions and manner in which the terminus of
the aforesaid off -ramp would be relocated from Ninth Street
to Plaza Boulevard, and
WHEREAS, in accord with the above referenced AGREEMENT, STATE
opened contract bids on July 11, 1974, of which the lowest bid
is judged to be reasonable and acceptable to STATE for purposes
of award of a contract, and
WHEREAS, because of the span of time since execution of the
AGREEMENT and the trend of increasing construction costs during
the interim, STATE'S estimated contract cost and CITY'S propor-
tionate share of said costs is higher than was provided for in
the AGREEMENT, and
WHEREAS, because several minor changes were made by STATE in
describing contract items, it is mutually deemed to be desir-
able by CITY and STATE to supersede and replace "EXHIBIT A"
with an up -dated "EXHIBIT A";
NOW THEREFORE, STATE and CITY mutually agree as follows:
1. That "EXHIBIT A" dated July 22, 1974, attached hereto and
by this reference made a part of this Amendment to AGREEMENT,
supersedes and replaces "EXHIBIT A" dated September 13, 1972,
attached as part of AGREEMENT.
2. That in lieu of the provisions contained in the first para-
graph of Article 6, Section II of AGREEMENT, CITY agrees to
deposit with STATE within 30 days of execution of this Amendment
to AGREEMENT, and upon demand therefor, the amount of $32,800.00,
which figure represents the revised estimated share of construc-
tion costs and construction engineering costs to be borne by
CITY which are required to complete the installation referred
to herein.
3. All other provisions and conditions of said AGREEMENT shall
remain in full force and effect.
IN WITNESS WHEREOF, the partieshereto have caused this Agree-
ment to be executed by their respective officers, duly author-
ized, the provisions of which Amendment are effective as of the
day, month and year firsthereinabove written.
STATE OF CALIFORNIA CITY OF NATIONAL CITY
7 , 7
Department of Transportation
By
R. J. DATEL r 'Savor
State Highway Engineer
By
Attest:
District Director of
Transportation
City Clerk
7
EXHIBIT "A"
July 22, 1974
ESTI?I,TE OF CONSTRUCTION COSTS
TO BE BORNE BY CITY
Sheet 1 of 2
TE1 DESCRIPTION
TOTAL, :;:ii TOTAL CITY CITY
OUANT . PR?C COST J COST
E:IOVE CHAIN LINK FENCE LF 260 $ 1.20 $ 312.00 50.0 $ 156.00
Ei_OV E PAINTED TRTOE'FIC SF 552 1.60 833.20 50.0 441.50
TRIPE AND I ARI:INGS
'•E1.IOVE DRAINAGE FACILITY LS LUMP SUM LS 2,200.00- 50.0 1,100.00
;E FJE THERMOPLASTIC TRAFFIC SF 102 2.70 275.40 50.0 137.70
iT PE & PAVs -IE'IT MrARRING
E VE CONCRETE CY 125 10.00 1,250.00 40.0 500.00
:LEAKING & GRUBBING LS LUMP SU1 LS 1,000.00 50.0 500.00
)EVELOP WATER SUPPLY LS LU=IP SUM LS 500.00 50.0 2.50.01
OADWAY EXCAVATION CY 1,000 4.60 4,600.00 50.0 2,300.00
?LAN_ (GROUP B) EA 31 13.00 558.00 50.0 279.00
?11A3T (GROUP H) EA 6,000 0.40 2,400.00 50.0 1,200.00
ER IG ATION SYSTE!-i LS LUIP Sill LS 3,600.00 50.3 1,800.00
i'I: ISHING ROADWAY LS LU'IP. SU=•I LS 500.00 50.0 250.00
.^LASS 4 AGGREGATE SUBBASE TON 625 3.50 2,187.50 50.0 1,193.75
:LASS 2 AGGREGATE BASE TON 375 8.40 3,150.00 50.0 1,575.00
NSPiIALT CONCRETE (TYPE B) TON 240 23.00 5,520.00 50.0 2,760.00
PLACE ASPHALT CONCRETE DIKE LF 200 1.50 300.00 50.0 150.00
(0. 50' , TYPE A)
"iI_:OR CONCRETE (?IINOR CY 17 300.00 5,100.00 29.4 1,409.40
STRUCTURE)
AIR --BLOWN MORTAR CY 15 160.00 2,400.00 0.0
(DITCH LINING)
FLOOD (ROADSIDE SIGN) ;i'B?I 0.4 3,200.00 1,280.00 50.0 640.00
INSTALL SIGN ON EXISTING SF 402 2.00 804.00 0.0 0.0C
S: I FPA 1E
I2 'ALL ROADSIDE SIGN PANEL EA 1 50.00 50.00 0.0 0.0C
O:: =STING POST
WNW
ESTIMATE OF CONSTRUCTION COSTS
TO BE BORNE BY CITY
Sheet 2 of 2
!4" REINFORCED CONCRETE PIPE LF 60 25.00 1,500.00 50.0 750.00
(CLASS III)
L4"x23" OVAL SHAPED LF 92 31.00 2,852.00 50.0 1,426.00
2EINFORCED CONCRETE PIPE
(CLASS V)
18"x6-5/8" PART CIRCLE LF 74 45.00 3,330.00 0.0 0.00
:ORRUGATED STEEL CULVERT
(.168" THICK)
LASS B CONCRETE CY 95 93.00 8,825.00 60.0 5,301.00
4ISCELLANEOUS CONSTRUCTION
;ELLANEOUS IRON & STEEL lb. 1,400 0.70 1,120.00 28.6 320.32
7,1 N LINK FENCE (TYPE CL-4) LF 175 4.50 787.50 30.2 237.83
2..LL N LINK FENCE (TYPE CL-6) LF 650 5.70 3,705.00 32.3 1,196.72
IARKER Eh 8 20.00 160.00 50.0 80.00
ELECTRICAL LS LUMP SUIT LS 2,300.00 50.0 1,150.00
Sub Total Contract Items 63,459.60 27,094.32
Supplemental Work
Maintaining Traffic 1,000.00
Haul, Frame, and Erect
Construction Signs 300.00
State Furnished Materials
and Expense
Sign Panels 3,060.00 7.4 226.44
Construction Sign 75.00 50.0 37.50
Rental (0 .2% of
Contract Items)
Future Work
Traffic Stripe and
Pavement iarkings 200.00 0.00 0.0 0.00
Sub Total
Contingencies (5%)
Sub Total
Construction
Engineering
(same ratio as
construction items)
1,300.00 50.0 650.00
.67,894.60 33,008.2E
3,394.73 50.0 1,697.3,
71,289.33 29,705.6"
7,128.93 42.7 3,014.0r
TOTAL 78,418.26
32,7 49.6
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