2023 CDBG ROAD RECONSTRUCTION
Bid Location
Old Bridge, Middlesex County, New Jersey
Category
Roads & Bridges
Bid Date
09/26/2023
Estimate
Meco, Inc. Black Rock Enterprises, LLC. AJM Construction, Inc. Lucas Brothers, Inc. S&G Paving, Inc. Top Line Construction Corp Z Brothers Concrete Contractors, Inc. S. Brothers Inc. Schifano Construction Corp. L&L Paving Company, Inc.
Item No.DescriptionPay UnitQuantityUnit PriceTotal PriceUnit PriceTotal PriceUnit PriceTotal PriceUnit PriceTotal PriceUnit PriceTotal PriceUnit PriceTotal PriceUnit PriceTotal PriceUnit PriceTotal PriceUnit PriceTotal PriceUnit PriceTotal PriceUnit PriceTotal Price
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1
MAINTENANCE & PROTECTION OF TRAFFIC (Item includes Drums, Cones, Construction Signs, & trained Flaggers as traffic directors)
LS1 $5,220.00 $5,220.00 $9,500.00 $9,500.00 $2,407.10 $2,407.10 $5,500.00 $5,500.00 $6,982.30 $6,982.30 $5,000.00 $5,000.00 $6,208.09 $6,208.09 $8,500.00 $8,500.00 $6,340.00 $6,340.00 $5,200.00 $5,200.00 $15,000.00 $15,000.00
2
HMA MILLING, 3" OR LESS (Includes sweeping of road after milling)
SY8,100 $3.30 $26,730.00 $2.50 $20,250.00 $3.50 $28,350.00 $4.25 $34,425.00 $3.20 $25,920.00 $3.25 $26,325.00 $3.43 $27,783.00 $3.60 $29,160.00 $4.00 $32,400.00 $3.75 $30,375.00 $4.00 $32,400.00
3
Tack Coat
GALLON405 $4.00 $1,620.00 $0.01 $4.05 $4.00 $1,620.00 $3.00 $1,215.00 $7.00 $2,835.00 $0.01 $4.05 $0.01 $4.05 $0.01 $4.05 $10.00 $4,050.00 $0.01 $4.05 $5.00 $2,025.00
4
HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2" THICK
TON1,015 $96.00 $97,440.00 $95.00 $96,425.00 $100.00 $101,500.00 $91.00 $92,365.00 $100.00 $101,500.00 $106.00 $107,590.00 $102.73 $104,270.95 $104.00 $105,560.00 $100.00 $101,500.00 $104.00 $105,560.00 $110.00 $111,650.00
5
HOT MIX ASPHALT 19M64 BASE COURSE, 5" THICK (If and Where Directed)
TON20 $119.00 $2,380.00 $0.01 $0.20 $0.01 $0.20 $79.00 $1,580.00 $80.00 $1,600.00 $85.00 $1,700.00 $150.83 $3,016.60 $0.01 $0.20 $1.00 $20.00 $100.00 $2,000.00 $95.00 $1,900.00
6
Dense Graded Aggregate Base Course, 6" Thick (if and where directed)
CY20 $35.00 $700.00 $0.01 $0.20 $0.01 $0.20 $29.00 $580.00 $0.01 $0.20 $0.01 $0.20 $0.01 $0.20 $0.01 $0.20 $1.00 $20.00 $40.00 $800.00 $50.00 $1,000.00
7
SEALING OF CRACKS & JOINTS IN HMA PAVEMENT (If and Where Directed)
LF250 $3.60 $900.00 $0.01 $2.50 $0.01 $2.50 $2.50 $625.00 $0.01 $2.50 $0.01 $2.50 $4.43 $1,107.50 $0.01 $2.50 $0.01 $2.50 $2.50 $625.00 $2.00 $500.00
8
RESET MANHOLE CASTING (IF AND WHERE DIRECTED)
UNIT1 $800.00 $800.00 $100.00 $100.00 $400.00 $400.00 $200.00 $200.00 $160.00 $160.00 $350.00 $350.00 $0.01 $0.01 $0.01 $0.01 $0.01 $0.01 $550.00 $550.00 $500.00 $500.00
9
RESET INLET CASTING (If and Where Directed)
UNIT1 $893.00 $893.00 $150.00 $150.00 $400.00 $400.00 $100.00 $100.00 $160.00 $160.00 $650.00 $650.00 $298.90 $298.90 $0.01 $0.01 $0.01 $0.01 $550.00 $550.00 $500.00 $500.00
10
Traffic Stripes, Thermoplastic, 24"
LF120 $6.78 $813.60 $11.50 $1,380.00 $11.00 $1,320.00 $15.00 $1,800.00 $7.00 $840.00 $11.00 $1,320.00 $10.50 $1,260.00 $10.50 $1,260.00 $8.00 $960.00 $17.48 $2,097.60 $10.00 $1,200.00
10Maintenance and Protection of TrafficLS111213 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15
10Maintenance and Protection of TrafficLS111213 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15
10Maintenance and Protection of TrafficLS111213 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15
10Maintenance and Protection of TrafficLS111213 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15
10Maintenance and Protection of TrafficLS111213 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15
10Maintenance and Protection of TrafficLS111213 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15
10Maintenance and Protection of TrafficLS111213 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15
10Maintenance and Protection of TrafficLS111213 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15
10Maintenance and Protection of TrafficLS111213 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15
10Maintenance and Protection of TrafficLS111213 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15 14 15
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