Sleepy Hollow Road
Project No. 2010-12, Bid No. 10-0021
6"
OVER LAY TOTAL OVER LAY TOTAL 6" WHITE/ EDGE-
USING Type SP 9.5 USING Type SP LEVELING YELLOW LANE- GORE- # OF # OF STOP MISC STRIPING FEET OF FEET OF GORE MANHOLE VALVE
A SEGMENT LYING BETWEEN OVER LAY WIDTH OVER LAY LENGTH ASPHALT 12.5 ASPHALT LEVELING COURSE MILLING CENTER LINE LINE ARROWS BARS MISC. COST # OF RPM GORE 12" 18" BOX ADJUST GUARD SHOULDER
SEGMENT # ROAD NAME (FROM) (TO) (feet) (feet) (square yard) (square yard) COURSE Y/N (square yard) (square yard) (linear feet) (linear feet) (each) (each) STRIPING (each) (each) (linear feet) (linear feet) PER EACH RAIL RESTORATION
1-4523-01 - 11 Sleepy Hollow Rd (4523) Sunnyside Dr 0.3 Mile S of US 441 20 4,779 10,693 N 10,693 9,558 3 92 148 550 9,558
Overlay SP 9.5 Overlay SP 12.5 Leveling Milling Center Line Edge Line Arrows Stop Bar Misc Striping RPM 18" Striping 18" Striping Box Adjust GuardRail Shoulder
Cost Per Sq Cost Per Cost Per Cost Per Cost Per Cost Per Cost Per Linear
Cost Per Sq Yd Cost Per Sq Yd Cost Per Sq Yd Cost each Cost each Cost each Cost each Per Each
Yd Linear Ft Linear Ft Linear Ft Linear Ft Linear Ft Ft
Total Unit 10,693 10,693 9,558 9,558 7 92 148 550 7,358
D.A.B. Constructors, Inc Unit Cost $ 5.95 $ 1.53 $ 0.34 $ 0.34 $ 108.00 $ 4.83 $ 3.22 $ 3.75 2.43
Total Cost $ 63,623.35 $ - $ - $ - $ 16,360.29 $ 3,249.72 $ 3,249.72 $ - $ 756.00 $ - $ - $ 444.36 $ 476.56 $ 2,062.50 $ - $ - $ 17,879.94
Total Lump
Sum (Figures) $ 108,102.44
Overlay SP 9.5 Overlay SP 12.5 Leveling Milling Center Line Edge Line Arrows Stop Bar Pavement Misc Striping RPM 18" Striping 18" Striping Box Adjust GuardRail Shoulder
Cost Per Sq Cost Per Cost Per Cost Per Cost Per Cost Per Cost Per Linear
Cost Per Sq Yd Cost Per Sq Yd Cost Per Sq Yd Cost each Cost each Markings Cost each Cost each Per Each
Yd Linear Ft Linear Ft Linear Ft Linear Ft Linear Ft Ft
Hubbard Construction Total Unit 10,693 10,693 1 9,558
Company Unit Cost $ 4.85 $ 1.50 $ 10,525.00 3.30
Total Cost $ 51,861.05 $ - $ - $ - $ 16,039.50 $ - $ - $ - $ - $ 10,525.00 $ - $ - $ - $ - $ - $ - $ 31,541.40
Total Lump
Sum (Figures) $ 109,966.95
Overlay SP 9.5 Overlay SP 12.5 Leveling Milling Center Line Edge Line Arrows Stop Bar Misc Striping RPM 18" Striping 18" Striping Box Adjust GuardRail Shoulder
Cost Per Sq Cost Per Cost Per Cost Per Cost Per Cost Per Cost Per Linear
Cost Per Sq Yd Cost Per Sq Yd Cost Per Sq Yd Cost each Cost each Cost each Cost each Per Each
Yd Linear Ft Linear Ft Linear Ft Linear Ft Linear Ft Ft
Ranger Construction Total Unit 12,500 12,500 9,558 3 148 148 9,558
Industries, Inc. Unit Cost $ 7.00 $ 1.71 $ 1.34 $ 167.11 $ 4.46 $ 3.90 3.32
Total Cost $ 87,500.00 $ - $ - $ - $ 21,375.00 $ 12,807.72 $ - $ - $ 501.33 $ - $ - $ 660.08 $ 577.20 $ - $ - $ - $ 31,732.56
Total Lump
Sum (Figures) $ 155,153.89
Overlay SP 9.5 Overlay SP 12.5 Leveling Milling Center Line Edge Line Arrows Stop Bar Misc Striping RPM 18" Striping 18" Striping Box Adjust GuardRail Shoulder
Cost Per Sq Cost Per Cost Per Cost Per Cost Per Cost Per Cost Per Linear
Cost Per Sq Yd Cost Per Sq Yd Cost Per Sq Yd Cost each Cost each Cost each Cost each Per Each
Yd Linear Ft Linear Ft Linear Ft Linear Ft Linear Ft Ft
Total Unit 12,100 12,100 9,620 3 1 359 229 9,558
The Middlesex Corporation Unit Cost $ 7.65 $ 1.50 $ 0.75 $ 100.00 $ 3,600.00 $ 3.00 $ 3.50 3.50
Total Cost $ 92,565.00 $ - $ - $ - $ 18,150.00 $ 7,215.00 $ - $ - $ 300.00 $ - $ 3,600.00 $ 1,077.00 $ - $ 801.50 $ - $ - $ 33,453.00
Total Lump
Sum (Figures) $ 157,161.50
Overlay SP 9.5 Overlay SP 12.5 Leveling Milling Center Line Edge Line Arrows Stop Bar Misc Striping RPM 18" Striping 18" Striping Box Adjust GuardRail Shoulder
Cost Per Sq Cost Per Cost Per Cost Per Cost Per Cost Per Cost Per Linear
Cost Per Sq Yd Cost Per Sq Yd Cost Per Sq Yd Cost each Cost each Cost each Cost each Per Each
Yd Linear Ft Linear Ft Linear Ft Linear Ft Linear Ft Ft
C. W. Roberts Contracting, Total Unit
Inc. Unit Cost
Total Cost
Total Lump
Sum (Figures) $ 227,500.00