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Reported: 7/25/2012 10:49:00 AM

Updated: 7/25/2012 10:51:00 AM

Title: Deer Lake North
City/County: PA (Schuylkill County)
Category(s): Heavy and Highway
Sub-Category(s): Paving/Reconstruction
Contracting Method: Competitive Bids.
Project Status: Results.
Bids Due: Login Required. Click Here for a Free Password
Estimated Value: $30,000,000 to $34,999,999
Plans Available from: State Agency
Pre-Qualification: Required
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Agency Project Number: Login Required. Click Here for a Free Password
State Agency:
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Description: The description and location of the project is as follows: safety and capacity improvements on SR 61 from SR 895 to SR 2014 in West Brunswick Township, Schuylkill County including roadway widening, median barrier, reconstruction, split pair bypass between SR 895 and Municipal Road, structures including replacing the bridge carrying SR 61 over Pine Creek, constructing a new bridge for the SR 2024 jughandle over Pine Creek, and replacing the existing local owned bridge carrying Municipal Road over Pine Creek, new traffic signals at SR 895, Municipal Road and SR 2014, drainage, guiderail, and other miscellaneous construction, all as indicated on the approved drawings included in the bid package for STATE ROUTE 0061, SECTION 11S, in Deer Lake BOROUGH and West Brunswick TOWNSHIP, Schuylkill COUNTY from approximate STATION 5+00 to approximate STATION 247+70. Project Items And Quantities 0201-0001 A Lump Sum 1.0000 N Clearing And Grubbing 0203-0001 C Cubic Yard 962,973.0000 N Class 1 Excavation 0203-0003 C Cubic Yard 500.0000 N Class 1a Excavation 0204-0001 C1, H Cubic Yard 26,012.0000 N Class 2 Excavation 0204-0150 C1, H, S Cubic Yard 20,585.0000 N Class 4 Excavation 0212-0001 C3, H, M2 Linear Foot 50,097.0000 N Geotextile, Class 1 0212-0002 C3, H, M2 Square Yard 3,238.0000 N Geotextile, Class 2, Type A 0212-0003 C3, H, M2 Square Yard 43.0000 N Geotextile, Class 2, Type B 0212-0006 C3, H, M3 Linear Foot 98.0000 N Geotextile, Class 3, Type B 0212-0014 C3, H, M2 Square Yard 3,212.0000 N Geotextile, Class 4, Type A 0213-0002 Z Dollar 5,000.0000 $1.00 Y Temporary Project Air Pollution Control 0309-0322 E Square Yard 20,990.0000 N Superpave Asphalt Mixture Design, Hma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0309-0330 E Square Yard 6,636.0000 N Superpave Asphalt Mixture Design, Hma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 8" Depth 0309-0420 E Square Yard 12,917.0000 N Superpave Asphalt Mixture Design, Hma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 3" Depth 0309-0422 E Square Yard 5,920.0000 N Superpave Asphalt Mixture Design, Hma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0309-0506 E Square Yard 18,027.0000 N Superpave Asphalt Mixture Design, Hma Base Course, Pg 64-22, 3 To < 10 Million Esals, 37.5 Mm Mix, 7" Depth 0309-0532 E Square Yard 7,488.0000 N Superpave Asphalt Mixture Design, Hma Base Course, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 9" Depth 0309-0535 E Square Yard 8,345.0000 N Superpave Asphalt Mixture Design, Hma Base Course, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 11 " Depth 0350-0106 C, E Square Yard 55,516.0000 N Subbase 6" Depth (No. 2a) 0350-0110 C, E Square Yard 19,267.0000 N Subbase 10" Depth (No. 2a) 0409-0345 F Square Yard 16,801.0000 N Superpave Asphalt Mixture Design, Hma Wearing Course, Pg 64-22, < 0.3 Million Esals, 12.5 Mm Mix, 1 1/2" Depth, Srl-L 0409-0385 F Square Yard 11,609.0000 N Superpave Asphalt Mixture Design, Hma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-L 0409-0483 F Square Yard 18,837.0000 N Superpave Asphalt Mixture Design, Hma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-G 0409-0541 F Square Yard 18,027.0000 N Superpave Asphalt Mixture Design, Hma Wearing Course, Pg 64-22, 3 To < 10 Million Esals, 12.5 Mm Mix, 1 1/2" Depth, Srl-E 0409-0551 F Square Yard 2,478.0000 N Superpave Asphalt Mixture Design, Hma Wearing Course, Pg 64-22, 3 To < 10 Million Esals, 12.5 Mm Mix, 2" Depth, Srl-E 0409-0581 F Square Yard 15,832.0000 N Superpave Asphalt Mixture Design, Hma Wearing Course, Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-E 0409-1591 F Ton 49.0000 N Superpave Asphalt Mixture Design, Hma Wearing Course (Leveling), Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-E 0409-4581 F Square Yard 7,289.0000 N Superpave Asphalt Mixture Design, Hma Wearing Course, Rps, Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-E 0409-6350 F Square Yard 6,636.0000 N Superpave Asphalt Mixture Design, Hma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0409-6450 F Square Yard 36,680.0000 N Superpave Asphalt Mixture Design, Hma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0409-6550 F Square Yard 7,289.0000 N Superpave Asphalt Mixture Design, Hma Binder Course, Pg 64-22, 3 To < 10 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001 F4 Square Yard 40,153.0000 N Bituminous Tack Coat E 0460-0001 F4 Square Yard 165,503.0000 N Bituminous Tack Coat A 0309-0430 E Square Yard 11,983.0000 N Superpave Asphalt Mixture Design, Hma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 8" Depth A 0309-0534 E Square Yard 156,708.0000 N Superpave Asphalt Mixture Design, Hma Base Course, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 10 " Depth A 0350-0106 C, E Square Yard 13,852.0000 N Subbase 6" Depth (No. 2a) A 0350-0110 C, E Square Yard 196,316.0000 N Subbase 10" Depth (No. 2a) A 0409-0483 F Square Yard 11,983.0000 N Superpave Asphalt Mixture Design, Hma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-G A 0409-4581 F Square Yard 153,520.0000 N Superpave Asphalt Mixture Design, Hma Wearing Course, Rps, Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-E A 0409-6460 F Square Yard 11,983.0000 N Superpave Asphalt Mixture Design, Hma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 3" Depth A 0409-8560 F Square Yard 156,708.0000 N Superpave Asphalt Mixture Design, Hma Binder Course, Rps, Pg 64-22, 3 To < 10 Million Esals, 19.0 Mm Mix, 3" Depth O 9501-0028 G Lump Sum 1.0000 N Proj Plain Cement Concrete Pavement, Ramp Alternate A 9501-0032 G Lump Sum 1.0000 N Proj Plain Cement Concrete Pavement, Sr 0061 Alternate 0469-0022 F2 Linear Foot 1,500.0000 N Asphalt Joint And Crack Sealing For Bituminous Surfaces 0491-0013 F3 Square Yard 2,633.0000 N Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0491-0019 F3 Square Yard 500.0000 N Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0501-0020 G, G1, K Square Yard 198.0000 N Plain Cement Concrete Pavement, 4" Depth 0601-0352 H Linear Foot 47.0000 N 15" Thermoplastic Pipe, Group Iii, 8'-2' Fill 0601-5430 H, K Cubic Yard 4.0000 N Class A Cement Concrete For Miscellaneous Drainage 0601-7014 H Linear Foot 10.0000 N 18" Reinforced Concrete Pipe, Type A, 15' - 2' Fill, 100 Year Design Life E 0601-7014 H Linear Foot 3,110.0000 N 18" Reinforced Concrete Pipe, Type A, 15' - 2' Fill, 100 Year Design Life O 0601-0773 H Linear Foot 3,110.0000 N 18" Ductile Iron Pipe, 100 Year Design Life E 0601-7016 H Linear Foot 116.0000 N 18" Reinforced Concrete Pipe, Type A, 25' - 1.5' Fill, 100 Year Design Life O 0601-0773 H Linear Foot 116.0000 N 18" Ductile Iron Pipe, 100 Year Design Life E 0601-7020 H Linear Foot 208.0000 N 21" Reinforced Concrete Pipe, Type A, 10' - 2' Fill, 100 Year Design Life O 0601-1724 H Linear Foot 208.0000 N 21" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 12 Gage, 100 Year Design Life E 0601-7028 H Linear Foot 414.0000 N 24" Reinforced Concrete Pipe, Type A, 15' - 2' Fill, 100 Year Design Life O 0601-1725 H Linear Foot 414.0000 N 24" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 12 Gage, 100 Year Design Life E 0601-7036 H Linear Foot 87.0000 N 27" Reinforced Concrete Pipe, Type A, 15' - 2' Fill, 100 Year Design Life O 0601-1706 H Linear Foot 87.0000 N 27" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 12 Gage E 0601-7043 H Linear Foot 267.0000 N 30" Reinforced Concrete Pipe, Type A, 15' - 2' Fill, 100 Year Design Life O 0601-1727 H Linear Foot 267.0000 N 30" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 12 Gage, 100 Year Design Life E 0601-7044 H Linear Foot 125.0000 N 30" Reinforced Concrete Pipe, Type A, 20' - 1.5' Fill, 100 Year Design Life O 0601-1727 H Linear Foot 125.0000 N 30" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 12 Gage, 100 Year Design Life E 0601-7059 H Linear Foot 329.0000 N 36" Reinforced Concrete Pipe, Type A, 20' - 2' Fill, 100 Year Design Life O 0601-1729 H Linear Foot 329.0000 N 36" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 12 Gage, 100 Year Design Life E 0601-7066 H Linear Foot 613.0000 N 42" Reinforced Concrete Pipe, Type A, 15' - 2' Fill, 100 Year Design Life O 0601-1730 H Linear Foot 613.0000 N 42" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 12 Gage, 100 Year Design Life E 0601-7072 H Linear Foot 70.0000 N 48" Reinforced Concrete Pipe, Type A, 10' - 2' Fill, 100 Year Design Life O 0601-0779 H Linear Foot 70.0000 N 48" Ductile Iron Pipe, 100 Year Design Life E 0601-7086 H Linear Foot 370.0000 N 60" Reinforced Concrete Pipe, Type A, 15' - 1.5' Fill, 100 Year Design Life O 0601-1733 H Linear Foot 370.0000 N 60" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 12 Gage, 100 Year Design Life E 0601-7313 H Linear Foot 2,578.0000 N 18" Reinforced Concrete Pipe, Type B, 15' - 1.5' Fill O 0601-1663 H Linear Foot 2,578.0000 N 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 16 Gage E 0601-7313 H Linear Foot 977.0000 N 18" Reinforced Concrete Pipe, Type B, 15' - 1.5' Fill O 0601-0763 H Linear Foot 977.0000 N 18" Ductile Iron Pipe E 0601-7319 H Linear Foot 116.0000 N 21" Reinforced Concrete Pipe, Type B, 10' - 2' Fill O 0601-1664 H Linear Foot 116.0000 N 21" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 16 Gage E 0601-7319 H Linear Foot 412.0000 N 21" Reinforced Concrete Pipe, Type B, 10' - 2' Fill O 0601-1744 H Linear Foot 412.0000 N 21" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 16 Gage O 0601-1664 H Linear Foot 412.0000 N 21" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 16 Gage E 0601-7327 H Linear Foot 933.0000 N 24" Reinforced Concrete Pipe, Type B, 15' - 2' Fill O 0601-1665 H Linear Foot 933.0000 N 24" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 16 Gage O 0601-1745 H Linear Foot 933.0000 N 24" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 16 Gage E 0601-7335 H Linear Foot 378.0000 N 27" Reinforced Concrete Pipe, Type B, 15' - 2' Fill O 0601-1746 H Linear Foot 378.0000 N 27" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 16 Gage O 0601-1666 H Linear Foot 378.0000 N 27" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 16 Gage E 0601-7339 H Linear Foot 202.0000 N 30" Reinforced Concrete Pipe, Type B, 2' - 1.5' Fill O 0601-1667 H Linear Foot 202.0000 N 30" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 16 Gage O 0601-1747 H Linear Foot 202.0000 N 30" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 16 Gage E 0601-7340 H Linear Foot 114.0000 N 30" Reinforced Concrete Pipe, Type B, 10' - 2' Fill O 0601-1747 H Linear Foot 114.0000 N 30" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 16 Gage O 0601-1707 H Linear Foot 114.0000 N 30" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 12 Gage E 0601-7355 H Linear Foot 175.0000 N 36" Reinforced Concrete Pipe, Type B, 15' - 2' Fill O 0601-1769 H Linear Foot 175.0000 N 36" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 14 Gage O 0601-1689 H Linear Foot 175.0000 N 36" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 14 Gage E 0601-7355 H Linear Foot 62.0000 N 36" Reinforced Concrete Pipe, Type B, 15' - 2' Fill O 0601-1669 H Linear Foot 62.0000 N 36" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 16 Gage E 0601-7363 H Linear Foot 756.0000 N 42" Reinforced Concrete Pipe, Type B, 15' - 2' Fill O 0601-1790 H Linear Foot 756.0000 N 42" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 12 Gage O 0601-1690 H Linear Foot 756.0000 N 42" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 14 Gage E 0601-7371 H Linear Foot 42.0000 N 48" Reinforced Concrete Pipe, Type B, 15' - 2' Fill O 0601-1791 H Linear Foot 42.0000 N 48" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 12 Gage O 0601-1691 H Linear Foot 42.0000 N 48" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 14 Gage E 0601-8047 H Linear Foot 504.0000 N 30" Reinforced Concrete Pipe, Type A, 40' - 1.5' Fill, 100 Year Design Life O 0601-1727 H Linear Foot 504.0000 N 30" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 12 Gage, 100 Year Design Life 0601-8317 H Linear Foot 150.0000 N 18" Reinforced Concrete Pipe, Type B, < 1.5' Fill 0601-9003 H Linear Foot 174.0000 N 18" Corrugated Galvanized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage 0601-9004 H Linear Foot 256.0000 N 21" Corrugated Galvanized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage 0601-9005 H Linear Foot 127.0000 N 24" Corrugated Galvanized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage 0601-9007 H Linear Foot 103.0000 N 30" Corrugated Galvanized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage 0601-9011 H Linear Foot 10.0000 N 48" Corrugated Galvanized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage E 0601-9070 H Linear Foot 93.0000 N 42" Corrugated Galvanized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 12 Gage O 0601-1710 H Linear Foot 93.0000 N 42" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 12 Gage O 0601-1790 H Linear Foot 93.0000 N 42" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 12 Gage E 0601-9363 H Linear Foot 3,072.0000 N 18" Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage O 0601-1663 H Linear Foot 3,072.0000 N 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 16 Gage O 0601-1743 H Linear Foot 3,072.0000 N 18" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 16 Gage E 0601-9363 H Linear Foot 330.0000 N 18" Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage O 0601-1743 H Linear Foot 330.0000 N 18" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 16 Gage E 0601-9364 H Linear Foot 879.0000 N 21" Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage O 0601-1744 H Linear Foot 879.0000 N 21" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 16 Gage O 0601-1664 H Linear Foot 879.0000 N 21" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 16 Gage E 0601-9365 H Linear Foot 475.0000 N 24" Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage O 0601-1745 H Linear Foot 475.0000 N 24" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 16 Gage O 0601-1665 H Linear Foot 475.0000 N 24" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 16 Gage E 0601-9365 H Linear Foot 148.0000 N 24" Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage O 0601-1665 H Linear Foot 148.0000 N 24" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 16 Gage E 0601-9369 H Linear Foot 542.0000 N 36" Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage O 0601-1769 H Linear Foot 542.0000 N 36" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 14 Gage O 0601-1669 H Linear Foot 542.0000 N 36" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 16 Gage E 0601-9369 H Linear Foot 20.0000 N 36" Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage O 0601-1769 H Linear Foot 20.0000 N 36" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 14 Gage E 0601-9427 H Linear Foot 133.0000 N 30" Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 12 Gage O 0601-2847 H Linear Foot 133.0000 N 30" Corrugated Aluminum Alloy Pipe, Type I, (2 2/3" X 1/2" Corrugations), 14 Gage E 0604-7014 H Linear Foot 4,188.0000 N 18" Reinforced Concrete Pipe, Type A, (Open Joint), 15' - 2' Fill, 100 Year Design Life O 0604-9363 H Linear Foot 4,188.0000 N 18" Perforated Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage E 0604-7020 H Linear Foot 670.0000 N 21" Reinforced Concrete Pipe, Type A, (Open Joint), 10' - 2' Fill, 100 Year Design Life O 0604-9434 H Linear Foot 670.0000 N 21" Perforated Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 12 Gage, 100 Year Design Life E 0604-7027 H Linear Foot 242.0000 N 24" Reinforced Concrete Pipe, Type A, (Open Joint), 10' - 2' Fill, 100 Year Design Life O 0604-9435 H Linear Foot 242.0000 N 24" Perforated Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 12 Gage, 100 Year Design Life E 0604-7042 H Linear Foot 201.0000 N 30" Reinforced Concrete Pipe, Type A, (Open Joint), 10' - 3' Fill, 100 Year Design Life O 0604-9437 H Linear Foot 201.0000 N 30" Perforated Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 12 Gage, 100 Year Design Life E 0604-7056 H Linear Foot 96.0000 N 36" Reinforced Concrete Pipe, Type A, (Open Joint), 7' - 3' Fill, 100 Year Design Life O 0604-9439 H Linear Foot 96.0000 N 36" Perforated Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 12 Gage, 100 Year Design Life E 0604-9363 H Linear Foot 657.0000 N 18" Perforated Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage O 0604-1743 H Linear Foot 657.0000 N 18" Perforated Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 16 Gage O 0604-1463 H Linear Foot 657.0000 N 18" Perforated Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 16 Gage 0605-1500 K Each 4.0000 N Modified Manhole 0605-2600 K Each 16.0000 N Type D Endwall 0605-2610 K Each 2.0000 N Type D-E Endwall 0605-2620 K Each 2.0000 N Type D-W Endwall 0605-2630 K Each 3.0000 N Type E-S Endwall 0605-2710 K Set 11.0000 N Type C Concrete Top Unit And Grate 0605-2730 K Set 74.0000 N Type M Concrete Top Unit And Grate 0605-2740 K Set 129.0000 N Type S Concrete Top Unit And Grate 0605-2850 K Each 147.0000 N Standard Inlet Box, Height < /= 10' 0605-2851 K Each 8.0000 N Standard Inlet Box, Height > 10' And < /= 20' 0605-2854 K Each 47.0000 N Type 4 Inlet Box, Height < /= 10' 0605-2855 K Each 3.0000 N Type 4 Inlet Box, Height > 10' And < /= 20' 0605-2858 K Each 4.0000 N Type 5 Inlet Box, Height < /= 10' 0605-2859 K Each 5.0000 N Type 5 Inlet Box, Height > 10' And < /= 20' 0605-2862 K Each 1.0000 N Type 6 Inlet Box, Height < /= 10' 0608-0001 X Lump Sum 1.0000 N Std Mobilization 0609-0006 X Lump Sum 1.0000 N Inspector's Field Office And Inspection Facilities, Type A 0609-0009 X Lump Sum 1.0000 N Equipment Package 0610-7002 H2 Linear Foot 44,043.0000 N 6" Pavement Base Drain 0610-7400 H2 Cubic Yard 6.0000 N Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0022 H Linear Foot 2,136.0000 N 6" Subsurface Drain Outlets 0615-0040 K Each 124.0000 N Subsurface Drain Outlet Endwall 0615-0066 O, R Each 56.0000 N 66" Red Subsurface Drain Outlet Marker 0616-0009 H Each 4.0000 N Steel End Section, Metallic Coated, 16 Gage For 18" Pipe E 0616-0009 H Each 3.0000 N Steel End Section, Metallic Coated, 16 Gage For 18" Pipe O 0616-0602 H Each 3.0000 N Aluminum Alloy End Sections, 16 Gage, For 18" Pipe 0616-0011 H Each 3.0000 N Steel End Section, Metallic Coated, 16 Gage For 24" Pipe 0616-0013 H Each 2.0000 N Steel End Section, Metallic Coated, 16 Gage For 30" Pipe E 0616-0040 H Each 2.0000 N Steel End Section, Metallic Coated, 12 Gage For 42" Pipe O 0616-0800 H Each 2.0000 N Aluminum Alloy End Sections, 12 Gage, For 42" Pipe 0616-1202 H Each 9.0000 N Concrete End Sections For 18" Pipe E 0616-1202 H Each 2.0000 N Concrete End Sections For 18" Pipe O 0616-0602 H Each 2.0000 N Aluminum Alloy End Sections, 16 Gage, For 18" Pipe O 0616-0009 H Each 2.0000 N Steel End Section, Metallic Coated, 16 Gage For 18" Pipe E 0616-1204 H Each 3.0000 N Concrete End Sections For 24" Pipe O 0616-0035 H Each 3.0000 N Steel End Section, Metallic Coated, 12 Gage For 24" Pipe E 0616-1206 H Each 1.0000 N Concrete End Sections For 30" Pipe O 0616-0037 H Each 1.0000 N Steel End Section, Metallic Coated, 12 Gage For 30" Pipe 0619-0051 J1 Each 3.0000 N Anchored Backslope Terminal, Type 1 0619-0460 J1, J3 Each 1.0000 N Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals Flared) 0619-0470 J1, J3 Each 19.0000 N Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals, Tangent) 0619-0610 J3 Each 5.0000 N Permanent Impact Attenuating Device, Type V (Standard), Test Level 3 0620-0010 J Each 10.0000 N Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0015 J Each 2.0000 N Thrie-Beam To Vertical Wall Bridge Barrier Transition 0620-0400 J Each 12.0000 N Terminal Section, Single 0620-0402 J Each 2.0000 N Terminal Section, Bridge Connection 0620-0500 J Linear Foot 913.0000 N Reset Guide Rail 0620-0503 J Linear Foot 9,361.0000 N Remove Existing Guide Rail (Contractor's Property) 0620-0862 J Each 17.0000 N Type 2-S Post Anchorage 0620-1075 J Linear Foot 14,675.0000 N Type 2-S Guide Rail 0620-1100 J Linear Foot 175.0000 N Type 2-Sc Guide Rail 0622-0001 J1 Linear Foot 10,058.0000 N Concrete Glare Screen 0623-0001 J1 Linear Foot 4,726.0000 N Concrete Median Barrier 0624-0001 J2 Linear Foot 2,405.0000 N Right-Of-Way Fence, Type 1 0624-0300 J2 Each 6.0000 N End Posts For Type 1 Right-Of-Way Fence 0624-0400 J2 Each 15.0000 N Corner Posts For Type 1 Right-Of-Way Fence 0624-0500 J2 Each 1.0000 N Pull Posts For Type 1 Right-Of-Way Fence 0624-0725 J2 Each 3.0000 N Vehicular Gate For Type 1 Right-Of-Way Fence, 15-Foot Opening 0627-0001 J1 Linear Foot 25,781.0000 N Temporary Concrete Barrier 0628-0001 J1 Linear Foot 50,288.0000 N Reset Temporary Concrete Barrier 0630-0001 K Linear Foot 205.0000 N Plain Cement Concrete Curb 4630-0001 K Linear Foot 1,027.0000 N Proj Plain Cement Concrete Curb Modified 0633-0225 K Linear Foot 582.0000 N Plain Concrete Mountable Curb, Type B 4641-0005 K Square Yard 486.0000 N Proj Plain Cement Concrete Curb Gutter Modified 0651-0104 E, F Square Yard 620.0000 N Paved Shoulders, Type 1- Sp 0676-0001 K Square Yard 67.0000 N Cement Concrete Sidewalk 0677-0001 C, E Cubic Yard 67.0000 N Selected Material Surfacing 0686-0010 X Lump Sum 1.0000 N Construction Surveying, Type A 0689-0003 X Lump Sum 1.0000 N Cpm Schedule E 0695-0002 K Square Foot 144.0000 N Detectable Warning Surface, Cast Iron O 0695-0004 K Square Foot 144.0000 N Detectable Warning Surface, Polymer Composite O 0695-0003 K Square Foot 144.0000 N Detectable Warning Surface, Polymer Concrete 0696-0610 J1 Each 20.0000 N Temporary Impact Attenuating Device, Type V (Standard), Test Level 3 0697-0610 J1 Each 42.0000 N Reset Temporary Impact Attenuating Device, Type V (Standard), Test Level 3 0703-0020 H Cubic Yard 686.0000 N No. 1 Coarse Aggregate 0703-0025 H Cubic Yard 1,368.0000 N No. 57 Coarse Aggregate 0802-0001 C1, M Cubic Yard 333.0000 N Topsoil Furnished And Placed 4802-0001 C1, M Cubic Yard 1,048.0000 N Proj Topsoil Furnished And Placed Modified 0804-0011 M3 Pound 489.0000 N Seeding And Soil Supplements - Formula B 0804-0012 M3 Pound 3,214.0000 N Seeding And Soil Supplements - Formula C 0804-0013 M3 Pound 2,082.0000 N Seeding And Soil Supplements - Formula D 0804-0020 M3 Pound 27.0000 N Seeding And Soil Supplements - Formula L 0804-0021 M3 Pound 412.0000 N Seeding And Soil Supplements - Formula W 0805-0022 M3 Ton 282.0000 N Mulching - Straw 0806-0051 H, M2 Square Yard 44,209.0000 N Erosion Control Mulch Blanket 0806-0052 H, M2 Square Yard 10,762.0000 N High Velocity Erosion Control Mulch Blanket 0806-0055 H, M2 Square Yard 17,426.0000 N Turf Reinforcement Mat 0811-0003 J2, M Linear Foot 2,432.0000 N Temporary Protective Fence 0845-0001 C1, H, M2 Dollar 10,000.0000 $1.00 Y Unforeseen Water Pollution Control 0850-0031 C1, H Cubic Yard 47.0000 N Rock, Class R-3 0850-0032 C1, H Cubic Yard 27.0000 N Rock, Class R-4 0850-0033 C1, H Cubic Yard 2,630.0000 N Rock, Class R-5 0850-0035 C1, H Cubic Yard 1,508.0000 N Rock, Class R-7 0850-0036 C1, H Cubic Yard 2,475.0000 N Rock, Class R-8 0851-0001 C, H, M Each 5.0000 N Rock Energy Dissipator 0851-0002 C, H, M Each 7.0000 N Rock Basin 0851-0003 C, H, M Square Yard 999.0000 N Rock Apron 0854-0002 H Each 13.0000 N Temporary Slope Pipe 0855-0003 C1, H Each 4.0000 N Pumped Water Filter Bag 0855-0004 C1, H Each 4.0000 N Replacement Pumped Water Filter Bag 0859-0021 H Each 6.0000 N Anti-Seep Collar 0860-0020 C, H, M2 Each 30.0000 N Pipe/Gravel Inlet Protection For Type M Inlet 0860-0021 C, H, M2 Each 114.0000 N Pipe/Gravel Inlet Protection For Type S Inlet 0860-0022 C, H, M2 Each 10.0000 N Pipe/Gravel Inlet Protection For Type C Inlet 0861-0001 C1 Cubic Yard 3,538.0000 N Cleaning Sedimentation Structures 0865-0001 C, H, M2 Linear Foot 112.0000 N Silt Barrier Fence, 18" Height 0867-0012 C1, H, M2 Linear Foot 11,470.0000 N Compost Filter Sock, 12" Diameter 0867-0018 C1, H, M2 Linear Foot 1,430.0000 N Compost Filter Sock, 18" Diameter 0870-0001 C1, H Each 4.0000 N Plywood Extensions 0873-0001 C1, H Linear Foot 595.0000 N Temporary Baffle Wall 0874-0001 C1, H Each 11.0000 N Temporary Riser Pipe Assembly 0901-0001 Q Lump Sum 1.0000 N Proj Maintenance And Protection Of Traffic During Construction 0901-0203 P8, Q Each 2.0000 N Arrow Panel 0901-0231 Q Day 750.0000 N Additional Warning Lights, Type B 0901-0232 Q Day 2,000.0000 N Additional Warning Lights, Type C 0901-0240 Q, R Square Foot 1,100.0000 N Additional Traffic Control Signs 0901-0320 O3 Linear Foot 130,726.0000 N 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0321 O3 Linear Foot 101,410.0000 N 6" Standard Pavement Markings, Paint & Beads, Yellow 0901-0324 O3 Linear Foot 1,028.0000 N 24" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 O3 Linear Foot 145,521.0000 N 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 O3 Linear Foot 22,240.0000 N 6" Standard Pavement Markings, Paint & Beads, White 0901-0332 O3 Linear Foot 5,225.0000 N 8" Standard Pavement Markings, Paint & Beads, White 0901-0334 O3 Linear Foot 1,217.0000 N 24" Standard Pavement Markings, Paint & Beads, White 0901-0701 P, Q Each 1.0000 N Temporary Traffic Signals (Permanent Only) 0901-0711 P, Q Each 1.0000 N Temporary Traffic Control Signal Reset (Permanent Only) 0901-0715 P, Q Each 19.0000 N Temporary Traffic Control Signal Reset (Permanent Only) 0901-0725 P, Q Each 1.0000 N Temporary Traffic Signals (Permanent Only) 0901-0726 P, Q Each 1.0000 N Temporary Traffic Signals (Permanent Only) 0910-2828 P Each 12.0000 N 250-Watt High Pressure Sodium Luminaire, Arm Mount 0910-4116 P8 Linear Foot 3,308.0000 N Awg 8 Underground Cable, Copper, 1 Conductor 0910-5175 P8 Linear Foot 85.0000 N 2" Exposed Conduit 0931-0001 R Square Foot 1,010.0000 N Post Mounted Signs, Type B 0932-0001 R Square Foot 2,422.0000 N Post Mounted Signs, Type C 0933-0001 R Square Foot 9.0000 N Post Mounted Signs, Type D 0934-0002 R Square Foot 44.0000 N Post Mounted Signs, Type E 0935-0001 R Square Foot 9.0000 N Post Mounted Signs, Type F 0936-0200 R Square Foot 216.0000 N Structure Mounted Flat Sheet Aluminum Signs 0937-0112 R Each 60.0000 N Guide Rail Mounted Delineator Type D, (Y/B) 0937-0113 R Each 187.0000 N Guide Rail Mounted Delineator Type D, (W/B) 0937-0202 R Each 370.0000 N Barrier Mounted Delineator, Side-Mount Type O, (Y/B) 0937-0203 R Each 13.0000 N Barrier Mounted Delineator, Side-Mount Type O, (W/B) 0937-0206 R Each 185.0000 N Barrier Mounted Delineator, Top-Mount Type P, (Y/Y) 0937-0214 R Each 770.0000 N Barrier Mounted Delineator, Top-Mount Type Wz, (O/O) 0937-0230 P, R, S Each 13.0000 N Barrier Mounted Delineator, Top-Mount Type P, (W/W) 0937-0330 R Each 233.0000 N Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0331 R Each 43.0000 N Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Red Sheeting 0937-0333 R Each 77.0000 N Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0937-0335 R Each 30.0000 N Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Red Sheeting 0937-0339 R Each 119.0000 N Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0937-0340 R Each 33.0000 N Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Yellow/Blank Sheeting 0951-0135 P Each 1.0000 N Traffic Signal Support, 35' Mast Arm 0951-2120 P Each 1.0000 N Traffic Signal Support, 20' Mast Arm With Luminaire Arm (30' Mounting Height) 0951-2125 P Each 1.0000 N Traffic Signal Support, 25' Mast Arm With Luminaire Arm (30' Mounting Height) 0951-2130 P Each 5.0000 N Traffic Signal Support, 30' Mast Arm With Luminaire Arm (30' Mounting Height) 0951-2135 P Each 1.0000 N Traffic Signal Support, 35' Mast Arm With Luminaire Arm (30' Mounting Height) 0951-2140 P Each 2.0000 N Traffic Signal Support, 40' Mast Arm With Luminaire Arm (30' Mounting Height) 0951-2145 P Each 2.0000 N Traffic Signal Support, 45' Mast Arm With Luminaire Arm (30' Mounting Height) 0951-4004 P Each 1.0000 N Traffic Signal Support, 4' Pedestal 0952-1020 P Each 3.0000 N Nema Ts-1 Controller Assembly, Type 1 Mounting 0954-0011 P8 Linear Foot 2,500.0000 N 1 Inch Conduit 0954-0012 P8 Linear Foot 2,737.0000 N 2 Inch Conduit 0954-0013 P8 Linear Foot 1,005.0000 N 3 Inch Conduit 0954-0151 C1, P8 Linear Foot 4,069.0000 N Trench And Backfill, Type I 0954-0153 C1, P8 Linear Foot 925.0000 N Trench And Backfill, Type Iii 0954-0201 P8 Linear Foot 2,255.0000 N Signal Cable, 14 Awg, 3 Conductor 0954-0202 P8 Linear Foot 3,308.0000 N Signal Cable, 14 Awg, 5 Conductor 0954-0301 P8 Each 10.0000 N Junction Box, Jb-26 0954-0302 P8 Each 19.0000 N Junction Box, Jb-27 0954-0403 P8 Each 3.0000 N Electrical Service, Type C 0954-0600 P Each 2.0000 N Uninterruptible Power Supply (Ups) 0955-3208 P Each 28.0000 N Vehicular Signal Head, Three 12" Sections 0955-3722 P Each 18.0000 N Led Countdown Pedestrian Signal Head, Type A 0956-0001 P Linear Foot 8,297.0000 N Detector Lead In Cable 0956-0101 P Linear Foot 851.0000 N Loop Sensor 0956-0131 P Each 6.0000 N Loop Amplifier, 2 Channel Rack Mounted 0956-0500 P Each 18.0000 N Pedestrian Push Button 0960-0008 O2 Linear Foot 3,035.0000 N 8" White Hot Thermoplastic Pavement Markings 0960-0021 O2 Linear Foot 430.0000 N 24" White Hot Thermoplastic Pavement Markings 0960-0022 O2 Linear Foot 705.0000 N 24" Yellow Hot Thermoplastic Pavement Markings 0960-0101 O2 Each 7.0000 N White Hot Thermoplastic Legend, "Only", 8' - 0" 0960-0224 O2 Each 7.0000 N White Hot Thermoplastic Legend, "Left Arrow", 12' - 0" X 3' - 0" 0962-1000 O3 Linear Foot 54,436.0000 N 4" White Waterborne Pavement Markings 0962-1001 O3 Linear Foot 12,969.0000 N 6" White Waterborne Pavement Markings 0962-1005 O3 Linear Foot 54,521.0000 N 4" Yellow Waterborne Pavement Markings 0962-1025 O3 Each 13.0000 N White Waterborne Pavement Legend, "Only", 8'-0" 0962-1062 O3 Each 13.0000 N White Waterborne Pavement Legend, "Left Arrow", 12'-0" X 3'-0" 0963-0001 O2, O3, Q Square Foot 9,454.0000 N Pavement Marking Removal 0963-0004 O2, O3, Q Linear Foot 193,286.0000 N 4" Pavement Marking Removal 0963-0006 O2, O3, Q Linear Foot 45,801.0000 N 6" Pavement Marking Removal 0963-0010 O2, O3, Q Each 20.0000 N Pavement Marking Removal (Legends And Symbols) 0966-0014 O1 Each 29.0000 N Snowplowable Raised Pavement Marker Two Way Holder With Reflector (Y/R) 0966-0015 O1 Each 80.0000 N Snowplowable Raised Pavement Marker Two Way Holder With Reflector (W/R) 0966-0018 O1 Each 571.0000 N Snowplowable Raised Pavement Marker Two Way Holder With Reflector (W/B) 1001-0020 K Cubic Yard 15.0000 N Class C Cement Concrete 1999-9999 Z Hour 5,000.0000 N Std Trainees 8211-0001 X Lump Sum 1.0000 N Std Design Of Bridge Structure (No As-Designed Foundation Provided), S-31467 8211-0002 X Lump Sum 1.0000 N Std Design Of Bridge Structure (No As-Designed Foundation Provided), S-31466 8211-0003 X Lump Sum 1.0000 N Std Design Of Bridge Structure (No As-Designed Foundation Provided), S-31397 8213-0001 X Lump Sum 1.0000 N Std Design Of Retaining Wall (No As-Designed Foundation Provided), S-31849 8214-0001 X Lump Sum 1.0000 N Proj Design Of Culvert (No As-Designed Foundation Provided), S-31468 8250-0001 S1 Lump Sum 1.0000 N Std Construction Of Bridge Structure, S-31466 8250-0002 S1 Lump Sum 1.0000 N Std Construction Of Bridge Structure, S-31397 8251-0001 S Lump Sum 1.0000 N Std Construction Of Bridge Structure, S-31467 E 8255-0001 S5 Lump Sum 1.0000 N Std Construction Of Retaining Wall, S-31849 O 8256-0001 S5 Lump Sum 1.0000 N Std Construction Of Prefabricated Retaining Wall, S-31849 8257-0001 S4 Lump Sum 1.0000 N Proj Construction Of Culvert, S-31468 9000-0001 C Linear Foot 33,763.0000 N Proj Sawcutting 9000-0002 C1, Zz Each 1.0000 N Proj Remove And Reset Historic Marker 9000-0050 H Each 1.0000 N Proj Capping Existing Waterline 9000-0100 M2 Linear Foot 1,326.0000 N Proj Sandbag Dike Cofferdam 9018-0001 T1 Lump Sum 1.0000 N Proj Removal Of Existing Bridge, S-31466 9018-0002 T1 Lump Sum 1.0000 N Proj Removal Of Existing Bridge, S-31397 9201-0001 A Lump Sum 1.0000 N Proj Clearing Ang Grubbing Wetland Mitigation 9201-0002 A Lump Sum 1.0000 N Proj Clearing And Grubbing Stream Mitigation 9203-0001 C1 Cubic Yard 4,130.0000 N Proj Fossil Fill Excavation And Stockpiling 9203-0002 M2 Each 1.0000 N Proj Temporary Cofferdam 9203-0010 C1 Cubic Yard 20.0000 N Proj Exploratory Excavation 9205-0120 C1 Cubic Yard 821.0000 N Proj Impervious Material 9309-0019 C, E, F1, F2 Square Yard 250.0000 N Proj Superpave Pavement Repair, 6" Depth 9316-0599 C, E Square Yard 250.0000 N Proj Superpave Base Replacement, 15" Depth (Rigid Pavement) 9601-0001 C1, T1 Lump Sum 1.0000 N Proj Remove Existing Pipe Culvert, S-31468 9601-2438 H Linear Foot 192.0000 N Proj 24" X 38" Reinforced Concrete Elliptical Pipe, Type A, 15'-2' Fill 9601-3453 H Linear Foot 106.0000 N Proj 34" X 53" Reinforced Concrete Elliptical Pipe, Type A, 15'-2' Fill 9601-3860 H Linear Foot 133.0000 N Proj 38" X 60" Reinforced Concrete Eliptical Pipe, Type A, 15'-2' Fill 9601-4848 H Linear Foot 17.0000 N Proj 48" X 48" Corrugated Galvanized Steel Pipe, Type 1, (2 2/3" X 1/2" Corrugations), 16 Gage 9602-2438 H Linear Foot 32.0000 N Proj 24" X 38" Corrugated Galvanized Steel Pipe, Type Ii, (2 2/3" X 1/2" Corrugations), 16 Gage 9616-2438 H Each 4.0000 N Proj Concrete End Section For 24"X38" Elliptical Pipe 9616-3453 H Each 4.0000 N Proj Concrete End Section For 34"X53" Elliptical Pipe 9802-0001 C1, M Cubic Yard 59.0000 N Proj Topsoil, Furnished And Placed 9803-0001 C1, M Cubic Yard 5,968.0000 N Proj Soil Amendment And Restoration 9803-0002 C1, M Cubic Yard 1,280.0000 N Proj Amended Soil 9804-0001 M3 Square Yard 58.0000 N Proj Seeding And Soil Supplements 9804-0002 M3 Pound 7.0000 N Proj Wetland Seed Mix 9806-0001 H, M2 Square Yard 2,298.0000 N Proj Biodegradable Erosion Control Matting 9806-0002 H, M2 Square Yard 265.0000 N Proj Biodegradable Erosion Control Matting, Non-Woven 9808-0001 M Each 5.0000 N Proj Box Elder (5-6' Ht. Container) 9808-0002 M Each 5.0000 N Proj River Birch (5-6' Ht. Container) 9808-0003 M Each 8.0000 N Proj American Sycamore (5-6' Ht. Container) 9808-0004 M Each 2.0000 N Proj Shagbark Hickory (5-6' Ht. Container) 9808-0005 M Each 525.0000 N Proj Live Stakes 9808-0006 M Each 64.0000 N Proj Silky Dogwood (2-3' Ht. Container) 9808-0007 M Each 87.0000 N Proj Red-Osier Dogwood (2-3' Ht. Container) 9808-0008 M Each 118.0000 N Proj Speckled Alder (2-3' Ht. Container) 9808-0009 M Each 74.0000 N Proj Eastern Ninebark (2-3' Ht. Container) 9808-0010 M Each 10.0000 N Proj Red Maple (5-6' Ht. Container) 9808-0011 M Each 13.0000 N Proj Pin Oak (5-6' Ht. Container) 9808-0012 M Each 26.0000 N Proj Button Bush (2-3' Ht. Container) 9808-0013 M Each 23.0000 N Proj Arrowwood Viburnum (2-3' Ht. Container) 9821-0004 C1, H Cubic Yard 65.0000 N Proj Reset Cross Rock Vane 9850-0001 C1, H Ton 574.0000 N Proj Rock, 36 Inch To 48 Inch 9850-0030 C1, H Cubic Yard 8.0000 N Proj Rock, Class R-2 9855-0001 H Each 1.0000 N Proj Pump Bypass 9859-0001 M2 Each 4.0000 N Proj Weir Board 9860-0100 H Each 18.0000 N Proj Temporary Storm Water Inlet Cover 9860-0200 H Each 10.0000 N Proj Temporary Cover During Pipe Installation 9867-0024 M2 Linear Foot 3,264.0000 N Proj Compost Filter Sock, 24" Diameter 9870-0001 H Each 5.0000 N Proj Stream Flow Pump 9872-0001 M2 Each 4.0000 N Proj Sedimentation Basin/Trap Sediment Storage Dewatering Facility 9875-0001 C1, H Each 10.0000 N Proj Concrete Outlet Structure 9933-0001 R Square Foot 100.0000 N Proj Barrier Mounted Signs 9936-0200 R, R1 Square Foot 16.0000 N Proj Structure Mounted Illuminated Sign 9946-0001 R Each 1.0000 N Proj Reset Existing Sign And Post 9952-0001 P Each 1.0000 N Proj Emergency Pre-Emption System (Market Street) 9952-0002 P Each 1.0000 N Proj Emergency Pre-Emption System (Municipal Road) 9952-0003 P Each 1.0000 N Proj Emergency Pre-Emption System (Brick Hill Road) 9956-0001 P Each 3.0000 N Proj Video Detection System (2 Approaches) 9999-9001 X Day 1.0000 N Std Life Cycle Cost Analysis, C-Factor
Details:
Division 02 - Site Work, Paving & Surfacing.
Division 03 - Concrete, Asphalt & Concrete Paving.

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  There are 10 bid results for this project. Available to Subscribers Only

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