Contractor: All American Asphalt
400 E. 6th Street, Corona CA
Project: Adams Avenue Rehabilitation Project
City Project No. 23-07
ITEM UNIT PREVIOUS QUANTITY TOTAL QUANTITY PREVIOUS AMOUNT TOTAL CONTRACT
NO DESCRIPTION PRICE QUANTIT Y THIS ESTIMATE TO DATE AMOUNT THIS EST TO DATE PRICE
BASE BID
1 1 LS Mobilization (5% Maximum) $103,537.90 90.00 % 10.00 % 100.00 % $93,184.11 $10,353.79 $103,537.90 $103,537.90 2 1 LS Water Qualit y Best Management Practices $30,621.25 90.00 % 10.00 % 100.00 % $27,559.13 $3,062.13 $30,621.26 $30,621.25 31 L S Traffic & Pedestrian Control, Construction Phasing, Public Convenience & Safety $91,233.00 90.00 % 10.00 % 100.00 % $82,109.70 $9,123.30 $91,233.00 $91,233.00 41 L S Traffic Signing, Thermoplastic Striping, Markings, RPM's & Curb Paintin
g $150,500.00 20.00 % 80.00 % 100.00 % $30,100.00 $120,400.00 $150,500.00 $150,500.00 5 5 EA Reset Existin g Survey Monument and Ties $1,116.75 0.00 EA 0.00 EA 0.00 EA $0.00 $0.00 $0.00 $5,583.75 6 612,810 SF
Cold Mill Ex. Pavement 2.5" per Typical Sections, Plans & Detail A-1 on Sheet 2 of Plans & Crack Seal (crack seal operation delited from the contract
)
$0.43 582,400.00 SF 0.00 SF 582,400.00 SF $250,432.00 $0.00 $250,432.00 $263,508.30 7 1,980 TON Asphalt Concrete (AC) Level Course (Type C2 PG 70-10-RAP) (10% Max. RAP) (0.5” Max. per Typical Sections) $134.25 2,726.06 TON 0.00 TON 2,726.06 TON $365,973.56 $0.00 $365,973.56 $265,815.00 8 8,140 TON Asphalt Rubber Hot Mix (ARHM-GG-C PG 64-16) Surface Course
(2” per Typical Sections) $140.00 6,872.81 TON 0.00 TON 6,872.81 TON $962,193.40 $0.00 $962,193.40 $1,139,600.00 9 2,255 SF
Sawcut & Remove Ex. and Construct 10” Dense Graded Asphalt Concrete (DGAC) Pavement (Type B PG 70-10-RAP) (Max. 10% RAP) over Native (95% Relative Compaction) per Detail A-2 on Sheet 2 of Plans, as directed by the Engineer
$13.00 2,033.00 SF 0.00 SF 2,033.00 SF $26,429.00 $0.00 $26,429.00 $29,315.00 10 32 EA
Adjust Water Valve Can & Cover to Grade $1,048.50 0.00 EA 31.00 EA 31.00 EA $0.00 $32,503.50 $32,503.50 $33,552.00 11 26 EA Adjust Manhole Frame & Cover to Grade $1,398.00 0.00 EA 23.00 EA 23.00 EA $0.00 $32,154.00 $32,154.00 $36,348.00 12 4E A Adjust Storm Drain Manhole Frame & Cover to Grade $1,398.00 0.00 EA 6.00 EA 6.00 EA $0.00 $8,388.00 $8,388.00 $5,592.00 13 4E A Adjust Well Monument Can & Cover to Grade $2,058.00 0.00 EA 3.00 EA 3.00 EA $0.00 $6,174.00 $6,174.00 $8,232.00 14 6,270 SF Taper Cold Mill Existing AC Pavement (2" Max.) per Detail A-1 on Sheet 2 & T
ypical Sections (Royal Palm Drive) $0.60 6,324.00 SF 0.00 SF 6,324.00 SF $3,794.40 $0.00 $3,794.40 $3,762.00 15 1 LS
Sawcut & Remove Ex. Structural Section, PCC & Miscellaneous Improvements (Thickness per Typical Section), Prepare
Sub
grade, Place, Grade and Compact Fill
$12,387.75 100.00 % 0.00 % 100.00 % $12,387.75 $0.00 $12,387.75 $12,387.75 16 62 LF Construct 8” (Min.) PCC Curb over 6” CMB per City Standard Dwg. No. 311, Type A (Modified Variable Curb Face) $223.50 62.00 LF 0.00 LF 62.00 LF $13,857.00 $0.00 $13,857.00 $13,857.00 17 131 SF Construct AC Slot Pavin
g per Detail A-3 on Sheet 2 of Plans $26.00 0.00 SF 131.00 SF 131.00 SF $0.00 $3,406.00 $3,406.00 $3,406.00 18 45 EA
Furnish & Install Type “E” Loop Detectors, 6’ Round, per Caltrans Std. ES-5B. Loop Detectors shall Comply with Latest CA MUTCD and Connect to Existing Conductors and DLC’s to Controller Cabinet
per Plans
$430.25 0.00 EA 55.00 EA 55.00 EA $0.00 $23,663.75 $23,663.75 $19,361.25 19 21 EA
Furnish & Install Type “F” Loop Detectors per Caltrans Std. ES- 5B. Loop Detectors shall Comply with Latest CA MUTCD and Connect to Existing Conductors and DLC’s to Controller Cabinet per Plans
$457.00 0.00 EA 26.00 EA 26.00 EA $0.00 $11,882.00 $11,882.00 $9,597.00 20 4 EA
Furnish & Install Modified Type “F” Loop Detectors in Bike Lane per Caltrans Std. ES-5B. Loop Detectors shall Comply with Latest CA MUTCD and Connect to Existing Conductors and
DLC’s to Controller Cabinet
per Plans
$457.00 0.00 EA 4.00 EA 4.00 EA $0.00 $1,828.00 $1,828.00 $1,828.00 21 8 EA Install New Blue Raised Pavement Markers (BRPMs) $10.75 0.00 EA 8.00 EA 8.00 EA $0.00 $86.00 $86.00 $86.00 22 1 FA Additional Work Items Allowance $100,000.00 0.00 FA 0.00 FA 0.00 FA $0.00 $0.00 $0.00 $100,000.00
22.1 1 LS Grinding Removal of Thermo Bars in 8 Locations and Reinstall with Pain
t 0.00 % 29.40 % 29.40 % $0.00 $29,400.00 $29,400.00
$1,868,020.05 $292,424.47 $2,160,444.52 $2,327,723.20
BI #6.1 (582,400.00) SF Deletin g of Crack Sealing operations from the contract $0.044 (582,400.00) SF 0.00 SF (582,400.00) SF (25,625.60) 0.00 (25,625.60) BI #6.2 (582,400.00) SF Crack Seal Markup deduction (5%) $0.0022 (582,400.00) SF 0.00 SF (582,400.00) SF (1,281.28) 0.00 (1,281.28) ($26,906.88) $0.00 ($26,906.88)
$1,841,113.17 $292,424.47 $2,133,537.64 $2,327,723.20
CITY OF COSTA MESA
BID QUANTITY
GRAND TOTAL :
Deductions and Quntity Adjustment
SUBTOTAL :
SUBTOTAL :
FINAL COST SUMMARY
ATTACHMENT 2