FOR PAYMENT ON THE WARRANT LIST OF 8/9/24 DATE: 08/01/24 FINAL Payment to: ALL AMERICAN ASPHALT P.O. No. 2400016181 400 E. 6th Street, Corona CA PERIOD: 06/28/24
PROJECT: PLACENTIA AVE, W. 19TH ST, & E. 17TH ST. PAVEMENT REHABILTATION, BICYCLE FACILITY, AND STRIPING IMPROVEMENTS City Project No. 22-08
ITEM BID UNIT PREVIOUS QUANTITY TOTAL QUANTITY PREVIOUS AMOUNT TOTAL CONTRACT
NO QUANTITY DESCRIPTION PRICE QUANTITY THIS ESTIMATE TO DATE AMOUNT THIS EST TO DATE PRICE 1 1 LS Mobilization and Project Scheduling $158,262.20 100.00 % 0.00 % 100.00 % $158,262.20 $0.00 $158,262.20 $158,262.20 2 1 FA Additional Work Items $75,000.00 0.00 FA 0.00 FA 0.00 FA $0.00 $0.00 $0.00 $75,000.00
2.01 1 FA CO1: 814-840 W. 19th St Conc. Sidewalk $46,963.50 1.00 FA 0.00 FA 1.00 FA $46,963.50 $0.00 $46,963.50 $0.00
2.04 1 FA CO1: 814-840 W. 19th St Conc. Sidewalk $23,224.69 1.00 FA 0.00 FA 1.00 FA $23,224.69 $0.00 $23,224.69 $0.00
2.02 1 FA CO2: Pomona Ave & Sterling Ave. Raised Crosswalk $122,089.10 1.00 FA 0.00 FA 1.00 FA $122,089.10 $0.00 $122,089.10 $0.00
2.03 1 FA CO2: Pomona Ave & Sterling Ave. Raised Crosswalk $29,186.45 1.00 FA 0.00 FA 1.00 FA $29,186.45 $0.00 $29,186.45 $0.00
2.05 1 FA CO2: Pomona Ave & Sterling Ave. Signing & Striping $8,586.00 1.00 FA 0.00 FA 1.00 FA $8,586.00 $0.00 $8,586.00 $0.00
2.06 1 FA CO3: Striping Plan Revisions $39,201.75 1.00 FA 0.00 FA 1.00 FA $39,201.75 $0.00 $39,201.75 $0.00
2.07 1 FA CO4: Placentia Ave & Victoria St AC repairs, Striping $34,495.00 1.00 FA 0.00 FA 1.00 FA $34,495.00 $0.00 $34,495.00 $0.00 3 1 LS Temporary Traffic Control $50,100.00 100.00 % 0.00 % 100.00 % $50,100.00 $0.00 $50,100.00 $50,100.00 4 35 EA Adjust and Reset Existing Survey Monuments and Ties $733.00 0.00 EA 23.00 EA 23.00 EA $0.00 $16,859.00 $16,859.00 $25,655.00 5 424,500 S.F. Project A1: Placentia Avenue (from Adams Ave. to Wilson St.) Cold Mill (2-inch Minimum Depth) $0.37 464,088.00 S.F. 0.00 S.F. 464,088.00 S.F. $171,712.56 $0.00 $171,712.56 $157,065.00 6 5,350 TONS 2-inch Asphalt Rubber Hot Mix (ARHM) Asphalt Concrete (AC) Pavement Overlay $120.50 6,172.00 TONS 0.00 TONS 6,172.00 TONS $743,726.00 $0.00 $743,726.00 $644,675.00 7 8 EA Adjust Manhole Covers to Grade $1,260.00 8.00 EA 0.00 EA 8.00 EA $10,080.00 $0.00 $10,080.00 $10,080.00 8 15 EA Adjust Water Valves to Grade $787.50 19.00 EA 0.00 EA 19.00 EA $14,962.50 $0.00 $14,962.50 $11,812.50 9 14 EA Install Type “F” or modified Type “F” Traffic Signal Loops$399.00 11.00 EA 0.00 EA 11.00 EA $4,389.00 $0.00 $4,389.00 $5,586.00 10 25 EA Install Type “E” Traffic Signal Loops $355.00 22.00 EA 0.00 EA 22.00 EA $7,810.00 $0.00 $7,810.00 $8,875.00 11 221 EA Procure and Install Green K71 Self Re-erecting Flexible Marker Posts (includes All Appurtenant Parts and Equipment to Properly Install these K71 Marker Posts)
$278.25 221.00 EA 0.00 EA 221.00 EA $61,493.25 $0.00 $61,493.25 $61,493.25 11A 45 EA Procure Green K-71 Self Re-erecting Flexible Marker Posts (includes All Appurtenant Parts and Equipment) that will be Used as Spares and Stored in the City’s Corporation Yard
$210.00 45.00 EA 0.00 EA 45.00 EA $9,450.00 $0.00 $9,450.00 $9,450.00 12 1 LS Signing and Striping: Install Lane Markings, Striping, Pavement Legends, Blue Raised Pavement Markers (BRPMs), Raised
Pavement Markers (RPMs), and All Thermoplastic Markings, including Green Thermoplastic Markings as Shown on Signing & Striping Plan
$122,797.50 100.00 % 0.00 % 100.00 % $122,797.50 $0.00 $122,797.50 $122,797.50 13 450 E.L.T. Project A2: Placentia Avenue (from Wilson St. to W. 16th St.) Slurry Seal Type II with 2.5% Latex, including Organic Weed Kill $388.15 466.00 E.L.T. 0.00 E.L.T. 466.00 E.L.T. $180,877.90 $0.00 $180,877.90 $174,667.50 14 1 L.S. Crack Seal $26,880.00 1.00 L.S. 0.00 L.S. 1.00 L.S. $26,880.00 $0.00 $26,880.00 $26,880.00 15 0 - ITEM DELETED $0.00 0.00 - 0.00 - 0.00 - $0.00 $0.00 $0.00 $0.00 16A 26 TONS Remove Existing Decorative Crosswalk at Placentia Ave. & W. 20th St. Replace with 6-inch Asphalt Concrete (AC) Surface Course Pavement Mill & Overlay
$419.00 60.00 TONS 0.00 TONS 60.00 TONS $25,140.00 $0.00 $25,140.00 $10,894.00 16B 780 S.F. Cold Mill (2-inch Minimum Depth) $10.80 325.00 S.F. 0.00 S.F. 325.00 S.F. $3,510.00 $0.00 $3,510.00 $8,424.00 17A 95 TONS Remove Existing Brick Paver Crosswalks at Placentia Ave. & W. 19th St. (all Four Legs of the Intersection). Replace with 4-inch Asphalt Concrete (AC) Surface Course Pavement Mill & Overlay $419.00 122.00 TONS 0.00 TONS 122.00 TONS $51,118.00 $0.00 $51,118.00 $39,805.00 17B 3,750 S.F. Cold Mill (4-inch Minimum Depth) $20.70 3,691.00 S.F. 0.00 S.F. 3,691.00 S.F. $76,403.70 $0.00 $76,403.70 $77,625.00 18 1 L.S. Signing and Striping: Install Lane Markings, Striping, Pavement Legends, Blue Raised Pavement Markers (BRPMs), Raised
Pavement Markers (RPMs), and All Thermoplastic Markings, including Green Thermoplastic Markings as Shown on Signing & Striping Plan
$142,537.50 1.00 L.S. 0.00 L.S. 1.00 L.S. $142,537.50 $0.00 $142,537.50 $142,537.50 19 3 EA Install modified Type “F” Traffic Signal Loops $399.00 3.00 EA 0.00 EA 3.00 EA $1,197.00 $0.00 $1,197.00 $1,197.00 20 1 L.S. Remove Existing and Install Flashing In-Roadway Lights across Placentia Ave. at W. 20th St., includes Street Pavement Work around the In- Roadway Lights
$64,501.50 1.00 L.S. 0.00 L.S. 1.00 L.S. $64,501.50 $0.00 $64,501.50 $64,501.50
CITY OF COSTA MESA
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ATTACHMENT 2
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FOR PAYMENT ON THE WARRANT LIST OF 8/9/24 DATE: 08/01/24 FINAL Payment to: ALL AMERICAN ASPHALT P.O. No. 2400016181 400 E. 6th Street, Corona CA PERIOD: 06/28/24
PROJECT: PLACENTIA AVE, W. 19TH ST, & E. 17TH ST. PAVEMENT REHABILTATION, BICYCLE FACILITY, AND STRIPING IMPROVEMENTS City Project No. 22-08
ITEM BID UNIT PREVIOUS QUANTITY TOTAL QUANTITY PREVIOUS AMOUNT TOTAL CONTRACT
NO QUANTITY DESCRIPTION PRICE QUANTITY THIS ESTIMATE TO DATE AMOUNT THIS EST TO DATE PRICE
CITY OF COSTA MESA
21A 1,000 TONS Project B: West 19th Street (from Sundance Dr. to Park Ave.) Digouts – Remove & Reconstruct Asphalt Concrete (AC) 6- inch Minimum Depth
$225.00 1,251.00 TONS 0.00 TONS 1,251.00 TONS $281,475.00 $0.00 $281,475.00 $225,000.00 21B 1,900 CY Digouts – Crushed Miscellaneous Base (CMB), including Excavation $110.70 0.00 CY 0.00 CY 0.00 CY $0.00 $0.00 $0.00 $210,330.00 22 200 E.L.T. Slurry Seal Type II with 2.5% Latex, including Organic Weed Kill $475.15 166.00 E.L.T. 0.00 E.L.T. 166.00 E.L.T. $78,874.90 $0.00 $78,874.90 $95,030.00 23 1 L.S. Crack Seal $13,440.00 1.00 L.S. 0.00 L.S. 1.00 L.S. $13,440.00 $0.00 $13,440.00 $13,440.00 24A 110 TONS 2-inch Asphalt Concrete (AC) Surface Course Pavement Mill & Overlay
$173.00 166.51 TONS 0.00 TONS 166.51 TONS $28,806.23 $0.00 $28,806.23 $19,030.00 24B 8000 S.F. Cold Mill (2-inch Minimum Depth) $2.20 9,522.00 S.F. 0.00 S.F. 9,522.00 S.F. $20,948.40 $0.00 $20,948.40 $17,600.00 25 1 L.S. Signing and Striping: Install Lane Markings, Striping, Pavement Legends, Blue Raised Pavement Markers
(BRPMs), Raised Pavement Markers (RPMs), and All
Thermoplastic Markings, including Green Thermoplastic
Markings
$149,310.00 1.00 L.S. 0.00 L.S. 1.00 L.S. $149,310.00 $0.00 $149,310.00 $149,310.00 26 1 EA Adjust Manhole Covers to Grade $1,260.00 1.00 EA 0.00 EA 1.00 EA $1,260.00 $0.00 $1,260.00 $1,260.00 27 9 EA Adjust Water Valves to Grade $787.50 13.00 EA 0.00 EA 13.00 EA $10,237.50 $0.00 $10,237.50 $7,087.50 28 37,400 S.F. Project C: (E. 17th St) Cold Mill (2-inch Minimum Depth) $0.71 32,812.00 S.F. 0.00 S.F. 32,812.00 S.F. $23,296.52 $0.00 $23,296.52 $26,554.00 29 455 TONS 2-inch Asphalt Rubber Hot Mix (ARHM) Asphalt Concrete (AC) Pavement Overlay $171.25 415.44 TONS 0.00 TONS 415.44 TONS $71,144.10 $0.00 $71,144.10 $77,918.75 30 3 EA Adjust Water Valves to Grade $787.50 0.00 EA 3.00 EA 3.00 EA $0.00 $2,362.50 $2,362.50 $2,362.50 31 6 EA Install Type “F” Traffic Signal Loops $399.00 6.00 EA 0.00 EA 6.00 EA $2,394.00 $0.00 $2,394.00 $2,394.00 32 10 EA Install Type "E" Traffic Signal Loops $355.00 11.00 EA 0.00 EA 0.00 EA $3,905.00 $0.00 $3,905.00 $3,550.00 33 1 L.S. Signing and Striping: Install Lane Markings, Striping, Pavement Legends, Blue Raised Pavement Markers
(BRPMs), and Raised Pavement Markers (RPMs) per
Existing Layout
$7,297.50 1.00 L.S. 0.00 L.S. 1.00 L.S. $7,297.50 $0.00 $7,297.50 $7,297.50 $2,923,084.25 $19,221.50 $2,942,305.75 $2,745,547.20TOTAL CONTRACT PAGE 2 OF 3
ATTACHMENT 2
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