HomeMy WebLinkAbout1994-08-16; City Council; 12829; AWARD CONTRACT FOR 1993-94 PAVEMENT OVERLAY PROGRAM CONTRACT NO. U/M 94-3AB # I&! 8.9 TITLE: AWARD CONTRACT FOR DEPT. H
MTG. ~!$/!)6/4 v 1993-94 PAVEMENT OVERLAY PROGRAM CITY A1
DEPT. CSD CONTRACT NO. U/M 94-3 CITY MC
RECOMMENDED ACTION:
Adopt Resolution No. qc1'- 23q accepting bids and awarding a contract in the amount of
$598,960.70 to Daley Corporation of San Diego, California in accordance with the provisions
of Contract No. U/M 94-3.
ITEM EXPLANAJJON;
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The City Council adopted Resolution No. 94-1 00 on April 19, 1994 which authorized the City
Clerk to advertise for bids for the 1993-94 Pavement Overlay Program. On July 27, 1994, five
(5) bids were opened. The results are as follows:
COMPANY NAME BID AMOUNT
$598,960.70
61 9,975.06
648,969.24
657,689.05
662,596.30
DALEY CORPORATION of San Diego, California
SIM J. HARRIS of San Diego, California
GRANITE CONSTRUCTION of San Diego, Califonria
INDUSTRIAL ASPHALT of Irwindale, California
EXCEL PAVING CO. of Long Beach, California
The streets scheduled for overlay and listed in Exhibit 2 were selected using a combinatioi
of the following criteria: 1) County of San Diego Road Rating Program; 2) visual inspectioi
by City staff; and, 3) recommendations by City engineering staff.
Prior to issuance of a "Notice to Proceed", the Contractor must submit traffic control plan:
directly to the Traffic Engineering Division to be approved by the Traffic Engineer. Traffic
Engineering staff monitors all the projects that are currently on-going and is aware of an
conflicts that may occur between two simultaneously occurring projects. Extra precaution
will be taken to ensure smooth traffic flow between the overlay operation and any on-goin!
construct ion projects.
Work affecting the village area will be scheduled to occur at night in an effort to minimize thc
inconvenience to the village area merchants. Staff has previously met with the merchants an(
will continue coordination efforts throughout the construction period.
It is staffs goal to complete this project as smoothly and quickly as possible. Ar
interruptions in traffic flow will be minimal and absolutely necessary in order to maintain safe1
for both drivers and workers.
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ENVl RONM ENTAL REV1 EW:
The Planning Director has determined that the proposed project, which is limited to repai
and maintenance of existing facilities, is categorically exempt from environmental reviev
pursuant to Section 15301 of Title 14 of the California Code of Regulations (CEQE
Guidelines).
FISCAL I M PACT:
The total project cost will be $598,960.70 with $30,975.00 of that amount being paid by thc
Carlsbad Municipal Water District to cover the cost of raising valve cans and sewer acces:
holes. Adequate funds were budgeted and are available in the Gas Tax Fund to cover thc
balance of $567,985.70.
EXHIBITS:
1. Resolution No. ?U - %3%
2. Street Listing
3. Location Maps
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EXHIBIT 1
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RESOLUTION NO. 94-234
A RESOLUTION OF ME CIN COUNCIL OF ME CITY OF
CARLSBAD, CALIFORNIA, ACCEPTING BIDS AUTHORIZING
EXECUTION OF A CONTRACT FOR THE 1993-94 PAVEMENT
OVERLAY PROGRAM, CONTRACT NO. U/M 94-3
WHEREAS, bids have been received by the City of Carlsbad, California, f
1993-94 Pavement Overlay Program in accordance with Contract No. U/M 94-3; and
WHEREAS, the lowest responsive bid received for this project was submit
Oaley Corporation of San Diego, California, with a total amount of $598,960.70; and
WHEREAS, funds are available in the Gas Tax Fund for completion
project.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the (
Carlsbad, California, as follows:
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2.
The above recitations are true and correct.
The bid of $598,960.70 by Daley Corporation of San Diego, Cal
for the 1993-94 Pavement Overlay Program, Contract No. UIM !
hereby accepted and the Mayor and the City Clerk are
authorized to execute a contract therefore.
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PASSED, APPROVED AND ADOPTED by the City Council of the C
16th Carlsbad, California, at its regular meeting held on the
AUGUST , 1994, by the following vote, to wit:
AYES: Council Members Lewis, Stanton, Kulchin, Nygaard, F
NOES: None
ABSENT: None
l2h.AAbR- ATTEST:
ALETHA L. RAUTENKRANZ, City Clerk
(SEAL)
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EXHIBIT 0 0
93-94 PAVEMENT OVERLAY PROGRAM
U/M 943
STREET LISTING
I" ASPHALT RUBBER HOT MIX with I" HEADER CUT
North City limits to State Street
State Street to Grand Avenue - southbound only
Carlsbad Village Drive to Sequoia Avenue - southbound
Sequoia Avenue to Carlsbad Village Drive - northbound
Carlsbad Boulevard to Carlsbad Village Drive
CARLSBAD BOULEVARD:
CARLSBAD BOULEVARD:
CARLSBAD BOULEVARD:
CARLSBAD BOULEVARD:
*STATE STREET:
2" ASPHALT with 2l HEADER CUT
Laguna Drive to Beech Avenue
Magnolia Avenue to Carol Place
Tamarack Avenue to Chinquapin Avenue
Chinquapin Avenue to north end
Park Court to Via Marta
Carlsbad Village Drive to Trieste Drive
Pi0 Pic0 Drive to Harding Street
Zamora Way to Corte de la Vista
La Costa Avenue to Navarra Drive
La Costa Avenue to Piragua Street
La Costa Avenue to Azahar Place
ROOSEVELT STREET:
JEFFERSON STREET:
JEFFERSON STREET:
SYME DRIVE:
PARK DRIVE:
APPIAN ROAD:
CHESTNUT AVENUE:
ALICANTE ROAD:
VIEJO CASTILIA WAY:
CADENCIA STREET:
CADENCIA STREET:
2" ASPHALT with 2" HEADER CUT & PETRO MAT
CHINQUAPIN AVENUE:
HILLSIDE DRIVE:
VALENCIA AVENUE:
ADAMS STREET:
Highland Drive to Jefferson Street
Valencia Avenue to Horizon Drive
Park Drive to Hillside Drive
Chinquapin Avenue to Cape Aire Lane
* night work
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CARLSBAD BOULEVARD
NORTH CITY UMITS to STATE STREET NO SC STATE STREET to GRAND AVENUE - Southbound
TRASH DAY: MONDAY
DESCRIPTION OF WORK: 1" ASPHALT RUBBER HOT MIX with 1" HEADERGRIND
ESTIMATED MATERIAL QUANTITIES: ASPHALT 1,038 tons 172,830 sf) HEADERGRIND 5,760 if [3 cross cut.)
FACILITIES TO BE RAISED: 0 STORM DRAINS 0 MONUMENTS 3 WATER VALVES 3 SEWER ACCESS HOLES
/ 0 k-1 AREA OF OVERLAY
' m.7._=.-?._- 3- .Si .x d2 e.. ,,,,-Llaisai
1993-94 OVERLAY -4 U/M 94-3 .__ __ - .. . - -_- -- ---
CARISBAD BOULEVARD CARiiBAD WUGE DRPE to SEW03 AVEK;IE
SOSCALE
TRASH DAY: MONDAY
DESCRlPnON Of WORK: 1' ASPHALT RUEEER HOT MIX WHh 1' HEADERGRIND
HEADERGRIND 12.520 If 303.000 af) I 2 crou cuts) Esnmm MA~AL QUANTIT~ES. ASPHALT 1,818 tons
FACIUTIES TO BE RAISED: 16 STORM DRAINS
31 WATER VALVES 12 SEWER ACCESS HOLES
8 MONUMENTS
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0 0 Exhibit
I -t 1993-94 OVERLAY U/M 94-3
STATE STREET
CARISBAD BOULEVARD to CARLSBAD WUGE DRIVE No=
TRASH DAY: MONDAY
DESCRIPTON OF WORK 1" ASPHALT RUBBER HOT MIX with 1" HEADERGRIND
ESTIMATED MATERIAL QUANrmES. ASPHALT 762 tons (126,940 af)
H EAOERGRi N D 7,780 If (5 cmta cub)
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CROWN GRIND 1,790 If
FAClllTlES TO BE RAISED 2 STORM DRAINS 0 MONUMENTS 2 WATER VALVES
4 SEWER ACCESS HOLES
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0 Exhibi -4 1993-94 OVERLAY U/M 94-3
ROOSEVELT AYENUE BEECH AVENUE to LAGUNA DRIVE Nom
TRASH DAY: MONDAY I
DESCRIPTlON OF WORK: 2" ASPHALT wlth r HEADERGRIND
71,652 8f) I 2 crou Uh)
ESTIMATED MATERIAL QUANTITIES: ASPHALT 860 tons HEADERGRIN D 3,496 If
FACILITIES TO BE RAISED: 0 STORM DRAINS
0 MONUMENTS 2 WATER VALVES 2 SEWER ACCESS HOLES
G
If '-1 AREA OF OVERLAY
Exhibi
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I -1 1993-94 OVERLAY U/M 94-3 1.
-SON STREZT
MAGNOW AVENUE to CAROL PLACE TAMARACK AVENUE to CHINQUAPIN AVENUE NOS
TRASH DAY: MONDAY
DESCRIPTION OF WORK 1 ASPHALT OVERLAY with f HEADERGRIND
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HEADERGRIND 3,267 657 tons If I":ck22J,, €SlTMATED MATERW QUANTITIES. ASPHALT I I I FACILITIES TO BE RAISED. 1 STORM DRAIN 1 MONUMENT
5 SEWER ACCESS HOLES 12 WATER VALVES
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I i -1 AREA OF WERIAY h9 ;
SYME DRIVE
CHINQUAPIN AVENUE to NORTH END Nos
TRASH DAY: MONDAY
DESCRIPnON OF WORK: 2' ASPHALT OVERLAY wl+h 2" HEADERGRIND
26,268 sf) I 1 cm8a cut) ESllMATED MATERIAL QUAMITIE'S: ASPHALT 315 tons HEADERGRIND 1,625 If
FACILITIES TO BE RAISED: 1 STORM DRAIN 1 MONUMENT 6 WATER VALVES 2 SEWER ACCESS HOLES ub- 1
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Exhibi
I 4 ! 1993-94 OVERLAY i' U/M 94-3
PARK DRIVE PARK COURT to Vu MARTA Nos
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TRASH DAY: WEDNESDAY
DESCRIPTION OF WORK 2" ASPHALT OVERLAY wlth r HEADERGRIND
71,250 8f) 1 2 cm8a Wt8) ESTIMATED MATERLAL QUAMITIE9 ASPHALT 855 tons HEADERGRIND 3,826 If
FACILmES TO BE RAISED: 0 STORM DRAINS
18 WATER VALVES 7 MONUMENTS
7 SEWER ACCESS HOLES
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/2 m ARE4 OF OVERLAY
e. Exhibi -1 1993-94 OVERLAY U/M 94-3
APPIAN ROAD CARLSBAD VlLJAGE DRIVE to TRIESIE DRIVE Nos
TRASH DAY: WEDNESDAY
DESCRIPTION OF WORK: T ASPHALT OVERLAY with 2" HEADERGRIND
28,918 sf) I 2 cm8s cuh) ESTIMATED MATERIAL QUANrmE3 ASPHALT 347 tons HEADERGRlND 1,598 If
FACILITIES TO BE RAISED: 0 STORM DRAINS
13 WATER VALVES 4 MONUMENTS
2 SEWER ACCESS HOLES 1 SEWER DEAD END
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13 -? AREA OF OVERLAY
Exhibi 0 -6 1993-94 OVERLAY
U/M 94-3
CHEslTJuT AVENUE PI0 PC0 DRNE to HARDING STREET 1
No2
TRASH DAY: MONDAY
DESCRIPTION OF WORK 2" ASPHALT OVERLAY wlth 2" HEADERGRIND
19,754 sf) t 2 cm88 cuts) ESllMATCD MATERM QUANTITIES: ASPAHLT 237 ton8 HEADERGRIND 1,230 If
FACILITIES TO BE RAISED: 1 STORM DRAIN 0 MONUMENTS 1 WATER VALVE
0 SEWER ACCESS HOLES
ELEMENTARY
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'-1 AREA OF OVERLAY
Exhibi 0 -!I 1993-94 OVERLAY
U/M 94-3
YIEJO CASTILGA WAY LA COSTA AVENUE to NAVARM DRIVE
No#
TRASH DAY: FRIDAY
DESCRlPnON OF WORK 2" ASPHALT OVERLAY with 2" HEADERGRIND
41,762 sf) 2 cmu cuts) t EsnMATtD MATERlAL QUANTITIES: ASPHALT 501 tons H EADERGRI ND 2,274 If
FACILITIES TO BE RAISED: 0 STORM DRAINS 1 UONUMENT 5 WATER VALVES 0 SEWER ACCESS HOLES
N AVAR R A D R 1VE r
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I mq AREA OF OVERLAY
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0 Exhibi
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I -4 j. 1993-94 OVERLAY U/M 94-3
CADKNcId STREET LA COSTA AVENUE to AZAHAR PLACE LA COSTA AVENUE to PlRAGUA STREET NOS
TRASH DAY: FRIDAY
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DESCRIPTION OF WORK r ASPHALT OVERLAY with 2" HEADERGRIND
ESTIMATED MATERIAL QUAMITIE3 ASPHALT 1,158 tons (96,542 sf) HEADERGRIND 5,252 If (2 C?088 Cub)
FACILITIES TO BE RAISED: 4 STORM DRAINS 4 MONUMENTS 0 WATER VALVES 0 SEWER ACCESS HOLES 1 SEWER DEAD END I 1
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/6 Lw AREA OF OVERLAY
Exhib
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I -1 1993-94 OVERLAY
UCANTE ROAD ZAMORA WAY to CORTE DE LA VISTA
U/M 94-3 I-
NOS I i
TRASH DAY: THURSDAY I j DESCRIPTION OF WORK: r ASPHALT OVERLAY with 2" HEADERGRIND
ESTIMATED MAIERW, QUANTITIES: ASPHALT 1,482 tom (123,504 8f) i HEADERGRIND 4,108 If (2 crow cuh) I
t FAClllTlES TO BE RAISED: 0 STORM DRAINS i
I 10 WATER VALVES i
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6 MONUMENTS
0 SEWER ACCESS HOLES
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-1 AREA OF OVERLAY '7
.. 0 Exhib I---
-( 1993-94 OVERLAY
U/M 94-3
1 CHIN'JUAPIN AVENUE i HIGHLAND D to JEFFERSON STREET
No! I
L I TRASH DAY: MONDAY i
! HEADERGRIND 5,044 If (4 cm88 Cuit)
I PETRO UT' 6,900 aq. yds.
/ FAClllTlES TO BE WSED! 0 STORM DRAINS
DESCfUPnON OF WORK 1 ASPHALT OVERLAY with 2" HEADERGRIND and PETRO MAT I
j ESTIMATED MATUUAL WANTITIE3 ASPHALT 1,133 tons (94,392 8f)
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1 MONUMENT 1
! 9 SEWER ACCESS HOLES 21 WATER VALVES
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'-1 AREA OF OVERLAY /s
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0 0 Exhib -4 1993-94 OVERLAY
U/M 94-3
DAMS SfREgT CHINQUAPIN AVENUE to CAPE ARE LANE
Host I
TWISH DAY: MONDAY/nJESDAY
DESCRIPTION OF WORK: r ASPHALT OVERLAY with r HEADERGRIND and PETRO MAT
22,320 sf) t 1 cm88 cut) ASPHALT 260 tons
PER0 MAT 2,000 sq. yd8.
FACILRlES TO BE RAISED: 0 STORM DRAINS 0 MONUMENTS 7 WATER VALVES 3 SEWER ACCESS HOLES
EsnMATEO MATERIAL QUAMITIE3 HEADERGRIND 1,471 If
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/9 k-1 AREA OF OVERLAY
e e Exhib -4 < 1993-94 OVERIAY U/M 94-3
Hn.r,cmE DRIVE VALENCIA AVENUE to HORIZON DRNE
VAUBCIA AVENUE PARK DRNE to HlllSlDE DRNE
HOS
TRASH DAY: WEDNESDAY
DESCRIPTION OF WORK r ASPHALT OVERLAY with 2" HEADERGRIND and PETRO MAT
ESTIMATED MATERW QUANrmff. ASPHALT 1,143 ions (95,152 sf) HEADERGRIND 4,658 If (2 cm uut8) PnRO MAT 6,289 rq. yds.
FACluTlES TO BE RAISED: 6 STORM DRAINS
23 WATER VALVES 8 MONUMENTS
9 SEWER ACCESS HOLES
73 K-1 AREA OF OVFRlAY I