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Home My WebLink About1993-04-06; City Council; 12144; AWARD CONTRACT FOR 1992-93 PAVEMENT OVERLAY PROGRAM CONTRACT NO. U/M 93-15 i 0 2 3 0 0 It is staffs goal to complete this project as smoothly and quickly as possible. Any intemptions in traffic flow will be minimal and absolutely necessary in order to maintain safety for both drivers and workers. I (1) Q PAGE 2 OF AB# 1 2. I I qL[ i ENVIRONMENTAL REVEEW The Planning Director has determined that the proposed project which is limited tc repair and maintenance of existing facilities is categorically exempt from environmental review pursuant to Section 15301 of Title 14 of the California Code of Regulations (CEQA Guidelines). I FISCAL IMPACT: The total project cost will be $623,920.22 with $15,349.00 of that amount being paid by the Carlsbad Municipal Water District to cover the cost of raising valve cans and sewer access holes. Adequate funds were budgeted and are available in the Gas Tax Fund to cover the balance of $608,571.22. EXHIBITS: 1. Resolution No. 9 3 - 3 7 2. Street Listing 3. Location Maps 'i 1 2 3 4 5 6 7 8 9 10 11 12 13 14 l5 16 17 18 19 20 21 22 23 24 25 26 . 27 28 0 e RESOLUTION NO. 93-79 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD, CALIFORNIA, ACCEPTING BIDS AUTHORIZING EXECUTION OF A CONTRACI' FOR THE 1992-93 PAVEMENT OVERLAY PROGRAM, CONTRACT NO. U/M 93-1 WHEREAS, bids have been received by the City of Carlsbad, California the 1992-93 Pavement Overlay Program in accordance with Contract No. U/M 93-1; WHEREAS, the lowest responsive bid received for this project submitted by Daley Corporation of San Diego, California, with a total amoun $623,920.22; and WHEREAS, funds are available in the Gas Tax Fund for completion of project. NOW, THEREFORE, BE IT RESOLVED by the City Council of the Cit Carlsbad, California, as follows: 1. 2. The above recitations are true and correct. The bid of $623,920.22 by Daley Corporation of San Di California, for the 1992-93 Pavement Overlay Program, Con1 No. U/M 93-1, is hereby accepted and the Mayor and the City C are hereby authorized to execute a contract therefore. /// /// /// /// /// /// 'L r 1 2 3 4 5 6 7 a 9 10 11 12 13 14 15 . 16 17 18 19 20 21 22 23 24 25 26 27 28 0 0 PASSED, APPROVED AND ADOPTED by the City Council of the Ciq Carlsbad, California, at its regular meeting held on the 6th day of APRIL , 15 by the following vote, to wit: AYES: NOES: None Council Members Stanton, Kulchin, Nygaard, Finnila ABSENT: Council Member Lewis 4 [s?k&!L- -&'VIS, Mayor on, Mayor Pro Tem ATTEST: ALETHA L. RAUTENKRANZ, City Clerk (SEAL) I x 0 0 STREET LISTING I I EL CAMINO MAL: EL CAMINO REAL: CARLSBAD VILLAGE DRIVE: CARLSBAD BOULEVARD: DAISY AVENUE: BATIQUITOS DRIVE: LA COSTA AVENUE: ABEDUL STREET: UNICORN10 STREET: PERSA STREET: GRULLA STREET: VISPERA PLACE: ABANTO STREET: ABEDUL PLACE: CAZADERO DFUVE: AVENIDA DE LOUISA CALLE SUSANA: Marron Road to Chestnut Avenue (southbound) Carlsbad Village Drive to Marron Road (northbound) Monroe Street to Interstate 5 Tierra del Or0 Street to Palomar Airport Road Batiquitos Drive to south end Poinsettia Lane to Poppy Lane Rancho Santa Fe Road to Camino de 10s Coches Persa Street to Abanto Street El Fuerte Street to Persa Street Unicomio Street to Abedul Street Abedul Street to Unicomio Street Unicornio Street to end Abedul Street to Unicomio Street Abedul Street to end Abedul Street to Alga Road Avenida de Anita to end Avenida de Anita to Avenida de Louisa B:\92-93 CNTVILH93074AGB e 0 4 1992-93 OVERLAY U/M 93-1 EL CAMINO REAL MARRON ROAD southbound to CHESTNUT AVENUE NO SCALE DESCRIPTION OF WORK: 1" ASPHALT-RUBBER HOT MIX OVERLAY with 1" HEADER & CROSS CUTS ESTiMATED MATERIAL QUANTITIES: ASPHALT-RUBBER HOT MIX* 1,728 tons 287,980 sf) HEADERGRIND 12.01 4 If 12 CROSS CUTS) FACILITIES TO BE RAISED: 2 STORM DRAINS 1 MONUMENT 2 WATER VALVES (4lT) * The transportation of Asphalt-Rubber Hot mix to the paving operation will be done with END dumping vehicles 01 md AREA OF OVERLAY I e e 4 1992-93 OVERLAY U/M 93-1 EL CAMINO REAL CARLSBAD VILLAGE DRNE northbound to MARRON ROAD NO SCALE DESCRIPTION OF WORK 2'' OVERLAY with PETRO MAT and HEADERGRIND PETRO MAT 1 1,470 sy 1,330 tons 1 10,820 sf) 2,554' x 37.50' + 12.5') turn pocket 726' x 12.5') 2 cross cuts) 1 ESTIMATED MATERIAL QUANTITIES: ASPHALT HEADERGRIND 5,188 If FACILITIES TO BE RAISED: 2 STORM DRAINS 1 MONUMENT 18 WATER VALVES (4TT) kmq AREA OF OVERIAY a a 4 1992-93 OVERLAY U/M 93-1 CARLSBAD VILLAGE DRIVE INTERSTATE 5 to MONROE SlRm NOSCALE DESCRIPTION OF WORK 2" OVERLAY with PETRO MAT and HEADERGRIND 1,307 tons 1217.750 sf) ~ PETRO MAT 18,611 sy 3,350' x 50' HEADERGRIND 6,830 If 2 cross cuts ESTIMATED MATERIAL QUAMITIES ASPHALT FACILITIES TO BE RAISED: 5 STORM DRAINS 5 MONUMENTS 25 WATER VALVES (4TT) km AREA OF OVERLAY @ @ 1992-93 OVERLAY U/M 93-1 CARLSBAD BOULEVARD TIERRA DEL OR0 to PALOMAR AIRPORT ROAD - 4 NO SCALE TRASH DAY: MONDAY DESCRIPTION OF WORK 2" OVERLAY with PETRO MAT and HEADERGRIND PETRO MAT 1 1,112 sy 1,000' x 25'1 HEADERGRIND 8,096 If 2 cross cuts 12 STORM DRAINS 10 WATER VALVES (4TT) ESTIMATED MATERIAL QUANTITIES: ASPHALT 2.375 tons 198,000 sf) FACILITIES TO BE RAISED 1 MONUMENT f??g AREA OF OVERLAY c @ 4 1992-93 OVERLAY U/M 93-1 DAISY AVENUE BATlQUlTOS DRIVE to south end NO SCALE TRASH DAY: THURSDAY DESCRIPTION OF WORK 2" OVERLAY with PETRO MAT and HEADERGRIND PETRO MAT 9,389 sy HEADERGRIND 6,797 If 11 MONUMENTS 35 WATER VALVES (4TT) 750 tons 125.060 sf) 3,380' x 25') 1 1 cross cut) ESTIMATED MATERIAL QUAMITIES ASPHALT FACILITIES TO BE RAISED: 1 STORM DRAIN mq AREA OF OVERLAY 1 ? @ 1992-93 OVERLAY U/M 93-1 BATIQUrrOS DRIVE POlNSrmA LANE to POPW LANE l NO Scw TRASH DAY: THURSDAY DESCRIPTlON OF WORK 2" OVERLAY and HEADERGRIND ESTIMATED MATERIAL QUANTITIES ASPHALT 92,400 sf) HEADERGRIND 3,::; :fans t 2 cross cuts) FACILITIES TO BE RAISED: 0 STORM DRAIN 11 MONUMENTS 10 WATER VALVES (4TT) mq AREA OF OVERLAY * @ 1992-93 OVERLAY U/M 93-1 LA COSTA AVENUE RANCHO SAMA FE ROAD to WINO DE LOS COCHES * 4 Nos TRASH DAY: FRIDAY DESCRF" OF WORK: 2" OVERLAY with PETRO MAT and HEADERGRIND ESTIMATED MATERIAL QUANTITIES: ASPHALT 930 tons 141.1 12 sf) PETRO MAT 13,889 s 2,500' x 50' HEADERGRIND 5,124 11 12 cross CU+S] 1 STORM DRAIN 5 MONUMENTS 0 WATER VALVES FACILITIES TO BE RAISED: f??% AREA OF OVERLAY 0 e I i 1992-93 OVERLAY U/M 93-1 ABEDUL STREET PERSA STREET to ABANTO SIR= NOSCALE TRASH DAY: THURSDAY DESCRIPTION OF WORK: 2" OVERLAY and HEADERGRIND HEADERGRIND 2,:;: :fans [ 0 cross cuts) ESnMATED MATERIAL QUANTITIES: ASPHALT 34,650 sf) FACILITIES TO BE RAISED: 0 STORM DRAINS 6 MONUMENTS 1 WATER VALVE (4TT) pmg AREA OF OVERLAY a e 1992-93 OVERLAY U/M 93-1 UNICORNIO STREET EL FUERTE !jlREfl to PER% STREET U N!? 1 fRASH DAY: THURSDAY DESCRlPnON OF WORK 2" OVERLAY with PETRO MAT and HEADERGRIND 1,096 tons rl.280 sf) ~ PETRO MAT 7,245 sy 2,608' x 25' HEADERGRIND 5,286 If 2 cr018 cuts ESTIMATED MATERIAL QUANTITIES: ASPHALT FACILITIES TO BE RAISED 1 STORM DRAIN 7 MONUMENTS 9 WATER VALVES (ROUND) ry AREA OF OVERLAY . 0 e c a i 1992-93 OVERLAY U/M 93-1 PERSA STREET UNICORN10 STRm to ABEDUL STREET NO SCME TRASH DAY: THURSDAY DESCRIPTION OF WORK 2" OVERLAY with PETRO MAT and HEADERGRIND 18,744 sf) i,::: :tons t 0 cross cuts) ESTIMATED MATERIAL QUANTITIES: ASPHALT PETRO MAT H EADERGRI N D 0 STORM DRAINS i MONUMENT 1 WATER VALVE (ROUND) FACILlTlES TO BE RAISED: mq AREA OF OVERlAY I 0 e . 1 1 1992-93 OVERLAY U/M 93-1 GRULCA STREET ABEDUL !STREET to UNICORN10 STREET NO SCALE TRASH DAY: THURSDAY DESCRIPTION OF WORK 2" OVERLAY and HEADERGRIND 23,030 sf) ,*ZP [ I cross cut) ESTIMATED MATERIAL QUANTITIES: ASPHALT HEADERGRIND FACILITIES TO BE RAISELk 0 STORM DRAINS 2 MONUMENTS 3 WATER VALVES (ROUND) mq AREA OF OVERLAY a 0 0 b 1992-93 OVERLAY a t 4 U/M 93-1 ViSpERA PLACE UNICORNIO STREET to end NO SCALE fRASH DAY: THURSDAY DESCRIPTION OF WORK: 2" OVERLAY and HEADERGRIND HEADERGRIND 11.958 sf) %PS [ 1 cross cut) ESTIMATED MATERIAL QUANrmff: ASPHALT FACILITIES TO BE RAISED: 0 STORM DRAINS 2 MONUMENTS 1 WATER VALVE (ROUND) STREET -1 AREA OF OVERLAY * * 0 * 8 4 1992-93 OVERLAY U/M 93-1 ABANTO STREET ABEDUL !STRE€r to UNICORN10 SIR= I NO SCALE iRASH DAY: THURSDAY DESCRIPnON OF WORK 2" OVERLAY and HEADERGRIND 10.360 sf) :w [ 1 CrOS8 Cut) ESllMATED MATERIAL QUANTITIES: ASPHALT HEADERGRIND FAClllTlES TO BE RAISED: 0 STORM DRAINS 2 MONUMENTS 0 WATER VALVES 0 0 z n: 0 Z 3 my AREA OF OVERLAY 49 c, .e $$$$ @jW - -9 - -E7 f (E 0 1992-93 OVERLAY U/M 93-1 CAZADERO DRIVE ABEDUL STREET to ALGA ROAD Y I 4 NO SCALE TRASH DAY: THURSDAY DESCRIPTION OF WORK: 2" OVERLAY and HEADERGRIND HEADERGRIND 4,366 sf) 2::P [ 0 croas cub) ESTIMATED MATERIAL QUAMITIES ASPHALT FACILITIES TO BE RAISED: 0 STORM DRAINS 0 MONUMENTS 0 WATER VALVES I -9 AREA OF OVERLAY 0 1 1992-93 OVERLAY a f 1 U/M 33-1 AVENIDA DE LOUISA AVWlDA DE ANITA to end NOSCALE ~ I TH DAY: WEDNESDAY DESCRIPTION OF1 WORK: 2" OVERlAY and HEADERGRIND 69,960 sf) HEADERGRIND 4,273 If 1 cross cut) I I 0 MONUMENTS I 420 tons [ EsnMATED MATERIAL QUANTITIES: ASPHALT FACILITIES TO BE RAISED: 2 STORM DRAIN 26 WATER VALVES (4TT) I I I I I I I I I mq AREA OF OVERLAY I a 0 .. I i 1992-93 OVERLAY i II U/M 93-1 CALLE SUSANA AVENIDA DE ANITA to AVENIDA DE LOUISA NOSCALE TW\SH DAY: WEDNESDAY DESCRIPTION OF WORK: 2“ OVERLAY and HEADERGRIND 27,060 sf) HEADERGRIND 1,673 163 ions If I 1 cross cut) ESTIMATED MATERIAL QUANTITIES: ASPHALT FACILITIES TO BE RAISED. 0 STORM DRAINS 4 MONUMENTS 0 WATER VALVES - s E % mg AREA OF OVERLAY