Improvements to Riverbank Drive, McNeal Street, & Taylor Avenue
Bid Location
Burlington, Burlington County, New Jersey
Category
Roads & Bridges
Bid Date
07/18/2023
Estimate
Earle Ashpalt Company American Asphalt Company, Inc. Engineer's Estimate
Item No.DescriptionPay UnitQuantityUnit PriceTotal PriceUnit PriceTotal PriceUnit PriceTotal PriceUnit PriceTotal Price
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1
MOBILIZATION
LS1 $18,800.00 $18,800.00 $15,000.00 $15,000.00 $10,621.00 $10,621.00 $15,000.00 $15,000.00
2
Performance, Payment and Maintenance Bonds
LS1 $3,180.00 $3,180.00 $1,471.31 $1,471.31 $3,157.79 $3,157.79 $8,325.00 $8,325.00
3
Temporary Inlet Filter, Type '2'
UNIT18 $120.00 $2,160.00 $0.01 $0.18 $145.00 $2,610.00 $125.00 $2,250.00
4
Construction Layout
LS1 $5,210.00 $5,210.00 $1,500.00 $1,500.00 $3,372.85 $3,372.85 $20,000.00 $20,000.00
5
Traffic Cones
UNIT50 $13.20 $660.00 $0.01 $0.50 $0.01 $0.50 $25.00 $1,250.00
6
Drums
UNIT25 $20.00 $500.00 $0.01 $0.25 $0.01 $0.25 $75.00 $1,875.00
7
BREAKAWAY BARRICADES
UNIT20 $40.00 $800.00 $0.01 $0.20 $0.01 $0.20 $100.00 $2,000.00
8
Construction Signs
SF400 $15.00 $6,000.00 $0.01 $4.00 $0.01 $4.00 $12.00 $4,800.00
9
Uniform Police Traffic Directors (154 MH X $80.78/MH)
ALLOWANCE1 $12,400.00 $12,400.00 $12,440.12 $12,440.12 $12,440.00 $12,440.00 $12,440.00 $12,440.00
10
Pavement Milling, 2" Depth
SY7,825 $4.93 $38,577.25 $6.00 $46,950.00 $6.75 $52,818.75 $3.50 $27,387.50
10Maintenance and Protection of TrafficLS111213 14 15 14 15 14 15
10Maintenance and Protection of TrafficLS111213 14 15 14 15 14 15
10Maintenance and Protection of TrafficLS111213 14 15 14 15 14 15
10Maintenance and Protection of TrafficLS111213 14 15 14 15 14 15
10Maintenance and Protection of TrafficLS111213 14 15 14 15 14 15
10Maintenance and Protection of TrafficLS111213 14 15 14 15 14 15
10Maintenance and Protection of TrafficLS111213 14 15 14 15 14 15
10Maintenance and Protection of TrafficLS111213 14 15 14 15 14 15
10Maintenance and Protection of TrafficLS111213 14 15 14 15 14 15
10Maintenance and Protection of TrafficLS111213 14 15 14 15 14 15
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