I-84 E and W I-4R MP 40 - E46

For the Rehabilitation and Improvement of a Certain Section of State Highway, Bridges and Concrete Culverts in Pike County, Dingman and Milford Townships, Commonwealth of Pennsylvania, State Route 0084, Section 494. The Project Being Situated as Follows: West Bound Sr 0084, Pike County- From Sr 0739 Approximately 5.6 Miles East to Segment 0401 Offset 1355 (Station 496+30) Wb to a Point Approximately 8 Miles West From Matamoras at Segment 0465 Offset 0342 (Station 825+00) Wb, for a Length of 32,670 Feet (6.188 Miles) 4201-0001 Lump Sum 1.000 01 N Req a Proj Clearing and Grubbing 0203-0001 Cubic Yard 649,163.000 01** N C Class 1 Excavation 0203-0004 Cubic Yard 18,224.000 01 N C1 Class 1b Excavation 0204-0001 Cubic Yard 1,322.000 01 N C1, H Class 2 Excavation 0204-0150 Cubic Yard 49.000 01 N C1, H, S Class 4 Excavation 0205-0264 Cubic Yard 11,172.000 01 N C1 Selected Borrow Excavation Rock, Class R-4 0208-0001 Hour 100.000 01 N C Special Rolling 0212-0001 Linear Foot 57,310.000 01 N C3, H, M2 Geotextile, Class 1 0212-0014 Square Yard 36,645.000 01 N C3, H, M2 Geotextile, Class 4, Type a 0212-0016 Square Yard 321,020.000 01 N C3, H, M2 Geotextile, Class 4, Type C 0220-0020 Cubic Yard 24.000 01 N K1 Flowable Backfill, Type C 0313-0420 Square Yard 4,825.000 01 N E Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 to < 3 Million Esals, 25.0 Mm Mix, 3" Depth 0313-0426 Square Yard 2,563.000 01 N E Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 to < 3 Million Esals, 25.0 Mm Mix, 6" Depth 0313-0430 Square Yard 81.000 01 N E Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 to < 3 Million Esals, 25.0 Mm Mix, 8" Depth 0313-0626 Square Yard 75,507.000 01 N E Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 10 to < 30 Million Esals, 25.0 Mm Mix, 6" Depth 0313-0635 Square Yard 238,125.000 01 N E Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 10 to < 30 Million Esals, 25.0 Mm Mix, 11 " Depth 0313-0637 Ton 359.000 01 N E Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 10 to < 30 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 8,876.000 01 N C, E Subbase 6" Depth (No. 2a) 0350-0107 Square Yard 75,507.000 01 N C, E Subbase 7" Depth (No. 2a) 0350-0108 Square Yard 238,125.000 01 N C, E Subbase 8" Depth (No. 2a) 0405-0001 Dollar 75,000.000 $1.00 $75,000.00 01 Y X Asphalt Pavement Longitudinal Joint Density Incentive/disincentive 0413-0245 Square Yard 2,563.000 01 N F Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 to < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-0247 Square Yard 4,825.000 01 N F Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 to < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-m 0413-0252 Square Yard 81.000 01 N F Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 to < 3 Million Esals, 9.5 Mm Mix, 2" Depth, Srl-m 0413-0462 Square Yard 81,559.000 01 N F Superpave Asphalt Mixture Design, Wearing Course, Pg 64e-22, >/= 30 Million Esals, 12.5 Mm Mix, 2" Depth, Srl-e 0413-6045 Square Yard 4,825.000 01 N F Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 to < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-6046 Square Yard 81.000 01 N F Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 to < 3 Million Esals, 19.0 Mm Mix, 3" Depth 0413-8087 Square Yard 238,125.000 01 N F Superpave Asphalt Mixture Design, Binder Course, Rps, Pg 64e-22, >/= 30 Million Esals, 19.0 Mm Mix, 3 1/2" Depth 0413-9999 Dollar 140,000.000 $1.00 $140,000.00 01 Y X Percent Within Limits (Pwl) Lot Incentive/disincentive 0419-0010 Ton 29,322.000 01 N F Stone Matrix Asphalt Mixture Design, Wearing Course, Rps Pg 64e-22, Lts Acceptance 9.5 Mm Mix, Srl-e 0460-0003 Square Yard 805,427.000 01 N F4 Asphalt Tack Coat (Ntt/cntt) 0491-0033 Square Yard 21,742.000 01 N F3 Milling of Asphalt Pavement Surface, 2" Depth, Milled Material Retained by Department (Delivered to Stockpile) 4508-0400 Dollar 129,000.000 $1.00 $129,000.00 01 Y Req X Std Evaluation and Payment of Ride Quality Incentive 4601-0355 Linear Foot 33.000 01 N Yes H Proj 24" Thermoplastic Pipe, Group Iii, 8'-2' Fill , Including Removal 0601-4436 Linear Foot 128.000 01 N H 27" Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 12 Gage, Shore/trench Box, 100 Year Design Life 0601-5287 Linear Foot 137.000 01 N H 30" Corrugated Aluminum Alloy Pipe, Type I, (3" X 1" Corrugations), 10 Gage, Shore/trench Box, 100 Year Design Life 0601-6380 Linear Foot 150.000 01 N H 14" X 23" Elliptical Reinforced Concrete Pipe, Type a Shore/trench Box Horizontal, 2' - 1.5', 100 Year Design Life 0601-6421 Linear Foot 98.000 01 N H 24" X 38" Elliptical Reinforced Concrete Pipe, Type a Shore/trench Box Horizontal, 7' - 3', 100 Year Design Life 0601-6434 Linear Foot 79.000 01 N H 14" X 23" Elliptical Reinforced Concrete Pipe, Type a Shore/trench Box Horizontal, 10' - 7', 100 Year Design Life 0601-6709 Linear Foot 14.000 01 N H 24" X 38" Elliptical Reinforced Concrete Pipe, Type B Shore/trench Box Horizontal, 2' - 1.5', 50 Year Design Life 0601-6726 Linear Foot 68.000 01 N H 19" X 30" Elliptical Reinforced Concrete Pipe, Type B Shore/trench Box Horizontal, 3' - 2', 50 Year Design Life 0601-6728 Linear Foot 52.000 01 N H 24" X 38" Elliptical Reinforced Concrete Pipe, Type B Shore/trench Box Horizontal, 3' - 2', 50 Year Design Life 0601-6744 Linear Foot 17.000 01 N H 14" X 23" Elliptical Reinforced Concrete Pipe, Type B Shore/trench Box Horizontal, 7' - 3', 50 Year Design Life 0601-6745 Linear Foot 350.000 01 N H 19" X 30" Elliptical Reinforced Concrete Pipe, Type B Shore/trench Box Horizontal, 7' - 3', 50 Year Design Life E 0601-7016 Linear Foot 4,002.000 01 N H 18" Reinforced Concrete Pipe, Type a, 25' - 1.5' Fill, 100 Year Design Life O 0601-0773 Linear Foot 4,002.000 01 N H 18" Ductile Iron Pipe, 100 Year Design Life E 0601-7020 Linear Foot 131.000 01 N H 21" Reinforced Concrete Pipe, Type a, 10' - 2' Fill, 100 Year Design Life O 0601-0774 Linear Foot 131.000 01 N H 20" Ductile Iron Pipe, 100 Year Design Life E 0601-7029 Linear Foot 967.000 01 N H 24" Reinforced Concrete Pipe, Type a, 20' - 1.5' Fill, 100 Year Design Life O 0601-0775 Linear Foot 967.000 01 N H 24" Ductile Iron Pipe, 100 Year Design Life E 0601-7046 Linear Foot 648.000 01 N H 30" Reinforced Concrete Pipe, Type a, 30' - 1.5' Fill, 100 Year Design Life O 0601-0776 Linear Foot 648.000 01 N H 30" Ductile Iron Pipe, 100 Year Design Life E 0601-7058 Linear Foot 416.000 01 N H 36" Reinforced Concrete Pipe, Type a, 15' - 3' Fill, 100 Year Design Life O 0601-0777 Linear Foot 416.000 01 N H 36" Ductile Iron Pipe, 100 Year Design Life E 0601-7060 Linear Foot 137.000 01 N H 36" Reinforced Concrete Pipe, Type a, 25' - 1.5' Fill, 100 Year Design Life O 0601-0777 Linear Foot 137.000 01 N H 36" Ductile Iron Pipe, 100 Year Design Life E 0601-7062 Linear Foot 405.000 01 N H 36" Reinforced Concrete Pipe, Type a, 40' - 1.5' Fill, 100 Year Design Life O 0601-0777 Linear Foot 405.000 01 N H 36" Ductile Iron Pipe, 100 Year Design Life E 0601-7068 Linear Foot 309.000 01 N H 42" Reinforced Concrete Pipe, Type a, 25' - 1.5' Fill, 100 Year Design Life O 0601-0778 Linear Foot 309.000 01 N H 42" Ductile Iron Pipe, 100 Year Design Life E 0601-7075 Linear Foot 166.000 01 N H 48" Reinforced Concrete Pipe, Type a, 25' - 1.5' Fill, 100 Year Design Life O 0601-0779 Linear Foot 166.000 01 N H 48" Ductile Iron Pipe, 100 Year Design Life 4601-7313 Linear Foot 8.000 01 N Yes H Proj 18" Reinforced Concrete Pipe, Type B, 15' - 1.5' Fill , Including Removal E 0601-7313 Linear Foot 1,737.000 01 N H 18" Reinforced Concrete Pipe, Type B, 15' - 1.5' Fill O 0601-0353 Linear Foot 1,737.000 01 N H 18" Thermoplastic Pipe, Group Iii, 8'-2' Fill O 0601-0400 Linear Foot 1,737.000 01 N H 18" Thermoplastic Pipe, Group Vi, 15'-2' Fill 4601-7326 Linear Foot 44.000 01 N Yes H Proj 24" Reinforced Concrete Pipe, Type B, 10' - 2' Fill , Including Removal 4601-9003 Linear Foot 1,243.000 01 N Yes H Proj 18" Corrugated Galvanized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage , Including Removal 4601-9007 Linear Foot 9.000 01 N Yes H Proj 30" Corrugated Galvanized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage , Including Removal E 0601-9064 Linear Foot 1,092.000 01 N H 21" Corrugated Galvanized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 12 Gage O 0601-9364 Linear Foot 1,092.000 01 N H 21" Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage O 0601-2824 Linear Foot 1,092.000 01 N H 21" Corrugated Aluminum Alloy Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage E 0601-9065 Linear Foot 1,456.000 01 N H 24" Corrugated Galvanized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 12 Gage O 0601-9365 Linear Foot 1,456.000 01 N H 24" Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage O 0601-2825 Linear Foot 1,456.000 01 N H 24" Corrugated Aluminum Alloy Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage E 0601-9066 Linear Foot 371.000 01 N H 27" Corrugated Galvanized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 12 Gage O 0601-9366 Linear Foot 371.000 01 N H 27" Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage O 0601-2846 Linear Foot 371.000 01 N H 27" Corrugated Aluminum Alloy Pipe, Type I, (2 2/3" X 1/2" Corrugations), 14 Gage E 0601-9067 Linear Foot 63.000 01 N H 30" Corrugated Galvanized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 12 Gage O 0601-9367 Linear Foot 63.000 01 N H 30" Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage O 0601-2847 Linear Foot 63.000 01 N H 30" Corrugated Aluminum Alloy Pipe, Type I, (2 2/3" X 1/2" Corrugations), 14 Gage E 0601-9363 Linear Foot 6,186.000 01 N H 18" Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage O 0601-2823 Linear Foot 6,186.000 01 N H 18" Corrugated Aluminum Alloy Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage O 0601-0393 Linear Foot 6,186.000 01 N H 18" Corrugated Polyethylene (Pe) Culvert Pipe, Group V, 7'-2.5' Fill 0601-9444 Linear Foot 232.000 01 N H 21" Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 12 Gage, 100 Year Design Life 0601-9445 Linear Foot 146.000 01 N H 24" Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 12 Gage, 100 Year Design Life E 0601-9480 Linear Foot 244.000 01 N H 42" Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 10 Gage, 100 Year Design Life O 0601-2900 Linear Foot 244.000 01 N H 42" Corrugated Aluminum Alloy Pipe, Type I, (2 2/3" X 1/2" Corrugations), 10 Gage, 100 Year Design Life E 0601-9482 Linear Foot 391.000 01 N H 54" Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 10 Gage, 100 Year Design Life O 0601-2922 Linear Foot 391.000 01 N H 54" Corrugated Aluminum Alloy Pipe, Type I, (2 2/3" X 1/2" Corrugations), 8 Gage, 100 Year Design Life E 0601-9484 Linear Foot 254.000 01 N H 66" Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 10 Gage, 100 Year Design Life O 0601-2924 Linear Foot 254.000 01 N H 66" Corrugated Aluminum Alloy Pipe, Type I, (2 2/3" X 1/2" Corrugations), 8 Gage, 100 Year Design Life 0605-2600 Each 39.000 01 N K Type D Endwall 0605-2620 Each 24.000 01 N K Type D-w Endwall 4605-2620 Each 2.000 01 N Yes K Proj Type D-w Endwall Bevel Edge 0605-2711 Set 6.000 01 N K Type C Concrete Top Unit and Bicycle Safe Grate 0605-2730 Set 81.000 01 N K Type M Concrete Top Unit and Grate 4605-2730 Set 19.000 01 N Yes K Proj Type M Concrete Top Unit and Grate , Including Removal 0605-2731 Set 1.000 01 N K Type M Concrete Top Unit and Bicycle Safe Grate 0605-2760 Set 6.000 01 N K Type D-h Level Concrete Top Unit and Grates 0605-2850 Each 72.000 01 N K Standard Inlet Box, Height < /= 10' 4605-2850 Each 19.000 01 N Yes K Proj Standard Inlet Box, Height < /= 10' , Including Removal 0605-2854 Each 17.000 01 N K Type 4 Inlet Box, Height < /= 10' 0605-2882 Each 6.000 01 N K Type D-h Inlet Box, Height < /= 10' 0605-2883 Each 1.000 01 N K Type D-h Inlet Box, Height > 10' and < /= 20' 0608-0001 Lump Sum 1.000 01 N X Mobilization 0609-0003 Lump Sum 1.000 15 N X Inspector's Field Office and Inspection Facilities, Type B 0609-0009 Lump Sum 1.000 15 N X Std Equipment Package 0609-0011 Lump Sum 1.000 15 N X Field Laboratory 0610-0002 Linear Foot 400.000 01 N H2 6" Pipe Underdrain Type I Backfill 0610-7002 Linear Foot 57,310.000 01 N H2 6" Pavement Base Drain 0610-7400 Cubic Yard 1.000 01 N H2 Additional Coarse Aggregate for Extra Depth Pavement Base Drain 0615-0022 Linear Foot 1,623.000 01 N H2 6" Subsurface Drain Outlets 0615-0040 Each 26.000 01 N H2 Subsurface Drain Outlet Endwall 0615-0050 Each 21.000 01 N H2 Subsurface Drain Outlet Endwall (Sloped) 0615-0066 Each 65.000 01 N C1, H2, R 66" Red Subsurface Drain Outlet Marker 0616-0018 Each 2.000 01 N H Steel End Section, Metallic Coated, 14 Gage for 18" Pipe 0616-1202 Each 4.000 01 N H Concrete End Sections for 18" Pipe 0619-0450 Each 1.000 01 N J3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Flared (Mash) 0619-0459 Each 36.000 01 N J1, J3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 19.000 01 N J Typical and Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0402 Each 5.000 01 N J Terminal Section, Bridge Connection 0620-0500 Linear Foot 925.000 01 N J Reset Guide Rail 0620-0502 Linear Foot 52,148.000 01 N C1, J Remove Existing Guide Rail (Department Property) 0620-1100 Linear Foot 25.000 01 N J Type 2-sc Guide Rail 0620-1600 Linear Foot 53,682.000 01 N J Type 31-s Guide Rail 0620-1625 Linear Foot 350.000 01 N J Type 31-sc Guide Rail 0620-1645 Linear Foot 250.000 01 N J Curved W-beam Guide Rail at Intersections 0620-1660 Each 42.000 01 N J Type 31-strong Post Anchor Terminal 0620-1670 Each 6.000 01 N J Type 31-strong Post in-line Anchor 0623-0125 Each 8.000 01 N J1 Transition, Concrete Median Barrier, 32" to 50" Height, 24" Width 4624-0250 Linear Foot 55,417.000 01 N Yes J2 Proj Right-of-way Fence, Type 5 , Including Removal 0624-0304 Each 44.000 01 N J2 End Posts for Type 5 Right-of-way Fence 0624-0404 Each 123.000 01 N J2 Corner Posts for Type 5 Right-of-way Fence 0624-0504 Each 78.000 01 N J2 Pull Posts for Type 5 Right-of-way Fence 0624-0602 Each 3,301.000 01 N J2 Line Posts for Type 5 Right-of-way Fence 0627-3020 Linear Foot 22,334.000 01 N J1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0627-3092 Linear Foot 14,448.000 01 N J1 Temporary Barrier, Concrete Glare Screen, Plate, F-shape (Penndot) 0628-3020 Linear Foot 22,827.000 01 N J1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0628-3092 Linear Foot 34,420.000 01 N J1 Reset Temporary Barrier, Concrete Glare Screen, Plate, F-shape (Penndot) 0630-0001 Linear Foot 227.000 01 N K Plain Cement Concrete Curb 0643-0002 Linear Foot 396.000 01 N J1 Temporary Concrete Median Barrier, Structure Mounted 0644-0002 Linear Foot 180.000 01 N J1 Temporary Concrete Median Barrier, Structure Mounted, Reset 0660-0005 Linear Foot 119,425.000 01 N F3 Milled Asphalt Pavement Shoulder/gore Rumble Strips for Interstates, Expressways and Freeways 4677-0001 Cubic Yard 60.000 01 N Yes C1, E Proj Selected Material Surfacing for Sideroad and Driveway Adjustments 0686-0020 Lump Sum 1.000 01 N X Construction Surveying, Type B 0689-0005 Lump Sum 1.000 01 N X Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 15 Y X Internal Facilitation 0696-0639 Each 10.000 01 N J1 Temporary Impact Attenuating Device, Type V (Standard) Test Level 3 0697-0639 Each 26.000 01 N J1 Reset Temporary Impact Attenuating Device, Type V (Standard) Test Level 3 0703-0020 Cubic Yard 10,537.000 01 N C1, H No. 1 Coarse Aggregate 0803-0001 Cubic Yard 7,234.000 01 N C1, M Placing Stockpiled Topsoil 0804-0003 Pound 4,072.000 01 N M3 Seeding and Soil Supplements - Formula D, Including Mulch 0804-0004 Pound 7,287.000 01 N M3 Seeding - Formula E, Including Mulch 0804-0006 Pound 9,860.000 01 N M3 Seeding and Soil Supplements - Formula L, Including Mulch 0804-0007 Pound 45.000 01 N M3 Seeding and Soil Supplements - Formula W, Including Mulch 0806-0110 Square Yard 29,956.000 01 N M2 Temporary Short-term, Rolled Erosion Control Product, Type 2a 0806-0111 Square Yard 10,416.000 01 N M2 Temporary Short-term, Rolled Erosion Control Product, Type 2b 0806-0112 Square Yard 10,355.000 01 N M2 Temporary Short-term, Rolled Erosion Control Product, Type 2c 0806-0113 Square Yard 240,212.000 01 N M2 Temporary Short-term, Rolled Erosion Control Product, Type 2d 0806-0121 Square Yard 2,275.000 01 N M2 Temporary Extended-term, Rolled Erosion Control Product, Type 3b 0806-0140 Square Yard 13,481.000 01 N M2 Permanent Rolled Erosion Control Product, Type 5a 4808-0140 Each 84.000 01 N Yes M Proj Live Stakes Smooth Alder - (2'-3' Ht.) 4808-0141 Each 84.000 01 N Yes M Proj Live Stakes Black Willow - (2'-3' Ht.) 4808-0142 Each 84.000 01 N Yes M Proj Live Stakes Silky Willow (2'-3' Ht.) 0808-3070 Each 14.000 01 N M Red Maple - (6' Ht., Branched, B.r.) 4810-0050 Lump Sum 1.000 01 N Yes a, M1 Proj Selective Tree Removal , Signs 0810-0052 Each 92.000 01 N a, M1 Selective Tree Removal 0811-0003 Linear Foot 20,561.000 01 N J2, M Temporary Protective Fence 0849-0020 Each 23.000 01 N C1 Rock Construction Entrance With Wash Rack 0850-0021 Square Yard 206.000 01 N C1 Rock, Class R-3 0850-0031 Cubic Yard 185.000 01 N C1 Rock, Class R-3 0850-0032 Cubic Yard 63.000 01 N C1 Rock, Class R-4 0851-0003 Square Yard 1,185.000 01 N C1 Rock Apron 0851-0005 Each 2.000 01 N C1 Temporary Installations 0855-0003 Each 15.000 01 N M2 Pumped Water Filter Bag 0855-0004 Each 30.000 01 N M2 Replacement Pumped Water Filter Bag 4856-0001 Each 189.000 01 N Req C1 Proj Removal Sediment and Rock Barrier 0860-0000 Each 9.000 01 N M2 Inlet Filter Bag for Type M Inlet 0860-0020 Each 120.000 01 N M2 Pipe/gravel Inlet Protection for Type M Inlet 0861-0001 Cubic Yard 1,650.000 01 N C1 Cleaning Sedimentation Structures 0867-0012 Linear Foot 21,078.000 01 N M2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 6,157.000 01 N M2 Compost Filter Sock, 18" Diameter 0867-0022 Linear Foot 3,915.000 01 N M2 Compost Filter Sock, 24" Diameter 0867-0032 Linear Foot 907.000 01 N C1, H, M2 Compost Filter Sock, 32" Diameter 0901-0001 Lump Sum 1.000 01 N Q Proj Maintenance and Protection of Traffic During Construction 0901-0025 Ton 100.000 01 N Q Calcium Chloride 0901-0102 Each 2.000 01 N Q Shadow Vehicle 0901-0120 Each 2.000 01 N Q Speed Display Sign 0901-0203 Each 2.000 01 N Q Arrow Panel 0901-0231 Day 500.000 01 N Q Additional Warning Lights, Type B 0901-0232 Day 500.000 01 N Q Additional Warning Lights, Type C 0901-0240 Square Foot 500.000 01 N Q, R Additional Traffic Control Signs 0901-0250 Lump Sum 1.000 01 N P8 Temporary Highway Lighting 0901-0460 Each 4.000 01 N Q Full-matrix Changeable Message Sign With Telecommunications 0901-0701 Each 1.000 01 N P Temporary Traffic Signals (Permanent Only) 0930-0004 Square Foot 429.000 01 N R Post Mounted Signs, Type a 0930-0101 Pound 3,444.000 01 N R Steel S or W Beam Posts 0930-0110 Each 8.000 01 N R Breakaway System Replacement 0931-0001 Square Foot 649.000 01 N R Post Mounted Signs, Type B 0932-0001 Square Foot 549.000 01 N R Post Mounted Signs, Type C 0935-0001 Square Foot 114.000 01 N R Post Mounted Signs, Type F 0936-0200 Square Foot 39.000 01 N R Structure Mounted Flat Sheet Aluminum Signs 0937-0104 Each 323.000 01 N J, R Guide Rail Mounted Delineator Type B, (Y/b) 0937-0106 Each 354.000 01 N J, R Guide Rail Mounted Delineator Type B, (W/b) 0937-0117 Each 9.000 01 N J, R Guide Rail Mounted Delineator Type B, (Y/r) 0937-0118 Each 25.000 01 N J, R Guide Rail Mounted Delineator Type B, (W/r) 0937-0204 Each 4.000 01 N J1, R Barrier Mounted Delineator, Top-mount Type P, (Y/b) 0937-0205 Each 19.000 01 N J1, R Barrier Mounted Delineator, Top-mount Type P, (W/b) 0937-0214 Each 2,212.000 01 N J1, R Barrier Mounted Delineator, Top-mount Type Wz, (O/o) 0937-0217 Each 2.000 01 N J1, R Barrier Mounted Delineator, Side-mount Type O, (Y/r) 0937-0218 Each 2.000 01 N J1, R Barrier Mounted Delineator, Side-mount Type O, (W/r) 0937-0323 Each 115.000 01 N R Flexible Delineator Post, Ground-mount Type Gm-1, Red Post With White Sheeting 0937-0324 Each 98.000 01 N R Flexible Delineator Post, Ground-mount Type Gm-1, Red Post With Yellow Sheeting 0937-0330 Each 553.000 01 N R Flexible Delineator Post, Ground-mount Type Gm-2, White Post With White/blank Sheeting 0937-0331 Each 17.000 01 N R Flexible Delineator Post, Ground-mount Type Gm-2, White Post With White/red Sheeting 0937-0333 Each 16.000 01 N R Flexible Delineator Post, Ground-mount Type Gm-2, Yellow Post With Yellow/blank Sheeting 0937-0335 Each 47.000 01 N R Flexible Delineator Post, Ground-mount Type Gm-2, Yellow Post With Yellow/red Sheeting 0940-0001 Each 4.000 01 N R Reset Post Mounted Signs, Type a 0941-0001 Each 2.000 01 N R Reset Post Mounted Signs, Type B 0963-0001 Square Foot 1,745.000 01 N O2, O3 Pavement Marking Removal 0963-0006 Linear Foot 32,730.000 01 N O2, O3 6" Pavement Marking Removal 0964-0001 Linear Foot 5,521.000 01 N O 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 1,908.000 01 N O 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 203,925.000 01 N O 6" White Epoxy Pavement Markings 0964-0006 Linear Foot 292,806.000 01 N O 6" Yellow Epoxy Pavement Markings 0964-0008 Linear Foot 2,168.000 01 N O 8" White Epoxy Pavement Markings 0964-0021 Linear Foot 77.000 01 N O 24" White Epoxy Pavement Markings 0971-0001 Each 6.000 01 N R Remove Post Mounted Signs, Type B 1018-0001 Lump Sum 1.000 01 N T1 Proj Removal of Existing Bridge 1018-0002 Lump Sum 1.000 01 N T1 Proj Removal of Existing Bridge 1018-0005 Lump Sum 1.000 01 N T1 Proj Removal of Existing Bridge 1018-0006 Lump Sum 1.000 01 N T1 Proj Removal of Existing Bridge 1018-0007 Lump Sum 1.000 01 N T1 Proj Removal of Existing Bridge 1018-0008 Lump Sum 1.000 01 N T1 Proj Removal of Existing Bridge 1018-0061 Lump Sum 1.000 01 N C1, T1 Proj Removal of Existing Culvert 1018-0062 Lump Sum 1.000 01 N C1, T1 Proj Removal of Existing Culvert 5018-0072 Lump Sum 1.000 01 N Req C1, T1 Proj Removal of Portion of Existing Culvert 1091-0331 Linear Foot 50.000 08** N K1 Epoxy Injection Crack Seal 1999-9999 Hour 8,000.000 01 N Z Std Trainees E 8030-0001 Lump Sum 1.000 02 N Yes S1 Std Bridge Structure, as Designed, S-37002 A 1002-0053 Pound 141,778.000 02 N S7 Reinforcement Bars, Epoxy Coated A 9000-0100 Cubic Yard 55.000 02 N C1 Proj Overexcavation and Backfill With Coarse Aggregate O 8000-0001 Lump Sum 1.000 02 N S1 Std Prestressed Concrete Bridge Structure O 8100-0001 Lump Sum 1.000 02 N S1 Std Steel Bridge Structure E 8030-0002 Lump Sum 1.000 03 N Yes S1 Std Bridge Structure, as Designed, S-37001 A 1002-0053 Pound 128,007.000 03 N S7 Reinforcement Bars, Epoxy Coated A 9000-0200 Cubic Yard 50.000 03 N C1 Proj Overexcavation and Backfill With Coarse Aggregate O 8000-0002 Lump Sum 1.000 03 N S1 Std Prestressed Concrete Bridge Structure O 8100-0002 Lump Sum 1.000 03 N S1 Std Steel Bridge Structure E 8030-0005 Lump Sum 1.000 10 N Yes S1 Std Bridge Structure, as Designed, S-38018 A 1002-0053 Pound 80,870.000 10 N S7 Reinforcement Bars, Epoxy Coated A 1002-0152 Each 397.000 10 N S7 Mechanical Splice System for No. 5 Reinforcement Bars, Epoxy Coated A 1002-0153 Each 8.000 10 N S7 Mechanical Splice System for No. 6 Reinforcement Bars, Epoxy Coated A 9000-0500 Cubic Yard 108.000 10 N C1 Proj Overexcavation and Backfill With Coarse Aggregate A 9000-0501 Lump Sum 1.000 10 N C1, S5 Proj Temporary Support of Bridge Piers A 9203-0101 Lump Sum 1.000 10 N C1, S5 Std Temporary Excavation Support and Protection System O 8000-0005 Lump Sum 1.000 10 N S1 Std Prestressed Concrete Bridge Structure O 8100-0005 Lump Sum 1.000 10 N S1 Std Steel Bridge Structure E 8030-0006 Lump Sum 1.000 11 N Yes S1 Std Bridge Structure, as Designed, S-38016 A 5001-1140 Cubic Yard 71.000 11 N Yes K Proj Class C Cement Concrete , Over-excavation A 1002-0053 Pound 81,993.000 11 N S7 Reinforcement Bars, Epoxy Coated A 1002-0152 Each 389.000 11 N S7 Mechanical Splice System for No. 5 Reinforcement Bars, Epoxy Coated A 1002-0153 Each 8.000 11 N S7 Mechanical Splice System for No. 6 Reinforcement Bars, Epoxy Coated A 9000-0600 Cubic Yard 50.000 11 N C1 Proj Overexcavation and Backfill With Coarse Aggregate A 9000-0601 Lump Sum 1.000 11 N C1, S5 Proj Temporary Support of Bridge Piers A 9203-0102 Lump Sum 1.000 11 N C1, S5 Std Temporary Excavation Support and Protection System O 8000-0006 Lump Sum 1.000 11 N S1 Std Prestressed Concrete Bridge Structure O 8100-0006 Lump Sum 1.000 11 N S1 Std Steel Bridge Structure E 8030-0007 Lump Sum 1.000 06 N Yes S1 Std Bridge Structure, as Designed, S-37803 A 1002-0053 Pound 87,688.000 06 N S7 Reinforcement Bars, Epoxy Coated A 1005-1410 Linear Foot 482.000 06 N C6 Mandatory Predrilling for Driven Piles A 1005-1930 Each 12.000 06 N U Steel Hp12x84 Pile Tip Reinforcement (Normal Duty) A 5005-2830 Linear Foot 443.000 06 N Yes U Proj Steel Hp12x84 Production Pile, Galvanized , Saximeter A 9000-0701 Each 4.000 06 N U Proj Pile Extraction for Existing Piles A 9000-0702 Cubic Yard 430.000 06 N S1 Proj Selected Borrow Excavation Rock, Class R-8 Choked With Rock, Class R-4 and Streambed Material O 8000-0007 Lump Sum 1.000 06 N S1 Std Prestressed Concrete Bridge Structure O 8100-0007 Lump Sum 1.000 06 N S1 Std Steel Bridge Structure E 8030-0008 Lump Sum 1.000 07 N Yes S1 Std Bridge Structure, as Designed, S-37804 A 1002-0053 Pound 87,688.000 07 N S7 Reinforcement Bars, Epoxy Coated A 1005-1410 Linear Foot 475.000 07 N C6 Mandatory Predrilling for Driven Piles A 1005-1930 Each 12.000 07 N U Steel Hp12x84 Pile Tip Reinforcement (Normal Duty) A 5005-2830 Linear Foot 438.000 07 N Yes U Proj Steel Hp12x84 Production Pile, Galvanized , Saximeter A 9000-0801 Each 4.000 07 N U Proj Pile Extraction for Existing Piles A 9000-0802 Cubic Yard 430.000 07 N C1 Proj Selected Borrow Excavation Rock, Class R-8 Choked With Rock, Class R-4 and Streambed Material O 8000-0008 Lump Sum 1.000 07 N S1 Std Prestressed Concrete Bridge Structure O 8100-0008 Lump Sum 1.000 07 N S1 Std Steel Bridge Structure E 8510-0003 Lump Sum 1.000 04 N Yes S4 Std Precast Reinforced Concrete Box Culvert, as Designed, S-37771 A 1001-0227 Pound 908.000 04 N S7 4x4 Epoxy Coated Steel Wwf W4 X W4 A 1002-0053 Pound 329.000 04 N S7 Reinforcement Bars, Epoxy Coated A 9000-0300 Cubic Yard 10.000 04 N C1 Proj Overexcavation and Backfill With Coarse Aggregate O 8510-0013 Lump Sum 1.000 04 N S4 Std Precast Concrete Box Culvert O 8520-0003 Lump Sum 1.000 04 N S4 Std Cast-in-place Reinforced Concrete Box Culvert E 8510-0004 Lump Sum 1.000 05 N Yes S4 Std Precast Reinforced Concrete Box Culvert, as Designed, S-37772 A 1001-0227 Pound 908.000 05 N S7 4x4 Epoxy Coated Steel Wwf W4 X W4 A 1002-0053 Pound 329.000 05 N S7 Reinforcement Bars, Epoxy Coated A 9000-0400 Cubic Yard 10.000 05 N C1 Proj Overexcavation and Backfill With Coarse Aggregate O 8510-0014 Lump Sum 1.000 05 N S4 Std Precast Concrete Box Culvert O 8520-0004 Lump Sum 1.000 05 N S4 Std Cast-in-place Reinforced Concrete Box Culvert E 8510-0009 Lump Sum 1.000 12 N Yes S4 Std Precast Reinforced Concrete Box Culvert, as Designed, S-38478 A 1001-0227 Pound 3,890.000 12 N S7 4x4 Epoxy Coated Steel Wwf W4 X W4 A 1002-0053 Pound 20,652.000 12 N S7 Reinforcement Bars, Epoxy Coated A 9000-0900 Cubic Yard 353.000 12 N C1, S4 Proj Overexcavation and Backfill With Class C Cement Concrete A 9203-0103 Lump Sum 1.000 12 N C1, S5 Std Temporary Excavation Support and Protection System O 8510-0015 Lump Sum 1.000 12 N S4 Std Precast Reinforced Concrete Box Culvert O 8520-0009 Lump Sum 1.000 12 N S4 Std Cast-in-place Reinforced Concrete Box Culvert E 8540-0010 Lump Sum 1.000 13 N Yes S4 Std Pipe Culvert, as Designed, S-39673 A 1002-0053 Pound 10,716.000 13 N S7 Reinforcement Bars, Epoxy Coated A 9000-3000 Cubic Yard 180.000 13 N C1 Proj Selected Borrow Excavation Rock, Class R-6 Choked With Streambed Material A 9000-3001 Cubic Yard 183.000 13 N C1 Proj Overexcavation and Backfill With Coarse Aggregate O 8540-0020 Lump Sum 1.000 13 N H Std Reinforced Concrete Pipe Structure E 8540-0011 Lump Sum 1.000 14 N Yes S4 Std Pipe Culvert, as Designed, S-39674 A 1002-0053 Pound 7,555.000 14 N S7 Reinforcement Bars, Epoxy Coated A 9000-4000 Cubic Yard 150.000 14 N C1 Proj Selected Borrow Excavation Rock, Class R-6 Choked With Streambed Material A 9000-4001 Cubic Yard 153.000 14 N C1 Proj Overexcavation and Backfill With Coarse Aggregate O 8540-0021 Lump Sum 1.000 14 N H Std Reinforced Concrete Pipe Structure 9000-0001 Each 1.000 01 N X Proj Remove Gate and Posts 9000-0002 Each 11.000 01 N K Proj Temporary Inlet Cap 9000-0003 Each 1.000 01 N M2 Proj Weighted Sediment Tube Filter 9000-0004 Each 218.000 01 N C1 Proj Permanent Rock Check Dam 9000-0005 Square Foot 12,821.000 01 N M2 Proj Wood Mat for Wetland Crossing 9000-0006 Dollar 85,000.000 $1.00 $85,000.00 02 Y S2 Proj Maintenance of Existing Bridge 9000-0007 Dollar 125,000.000 $1.00 $125,000.00 01 Y F1 Proj Pothole and Shoulder Patching 9000-0008 Linear Foot 857.000 01 N M2 Proj Compost Sock Sediment Trap 9000-0009 Linear Foot 546.000 01 N M2 Proj Temporary Sandbag Diversion Dike 9000-0010 Each 1.000 01 N M2 Proj Temporary Median Barrier Gate System 9000-0011 Each 3.000 01 N M2 Proj Reset Temporary Median Barrier Gate System 9000-0012 Each 11.000 01 N M2 Proj Temporary Stream Diversion 9000-0013 Pound 234.000 01 N M3 Proj Seeding-riparian Mix, Including Mulch 9000-0015 Lump Sum 1.000 01 N C1 Proj Streambed Material Stockpile 9000-0020 Linear Foot 65,871.000 01 N O Proj 4" White Polyurea Pavement Markings 9000-0021 Linear Foot 65,012.000 01 N O Proj 4" Yellow Polyurea Pavement Markings 9000-0022 Linear Foot 16,698.000 01 N O Proj 6" Permanent Preformed Patterned Reflective Pavement Marking, White 9000-0023 Linear Foot 2,560.000 01 N O Proj 8" White Polyurea Pavement Markings 9000-0029 Each 70.000 01 N R Proj Linear Delineation Reflective Panel, White 4" 9000-0030 Each 70.000 01 N R Proj Linear Delineation Reflective Panel, Yellow 4" 9000-0040 Call 100.000 01 N X Proj Class 1 Tow Truck, on Call 9000-0041 Call 30.000 01 N X Proj Class 2 Tow Truck, on Call 9000-0042 Call 60.000 01 N X Proj Ramp Truck, on Call 9000-0043 Each 1.000 01 N X Proj Incident Management Truck and Trailer 9000-0050 Linear Foot 3,450.000 01 N J Proj Inspect and Repair Right-of-way Fence 9000-0060 Dollar 125,000.000 $1.00 $125,000.00 01 Y F1, S2 Proj Maintenance and Repair of Existing Roadway & Bridge 9000-0101 Lump Sum 1.000 01 N C Proj Temporary Access Road 3-1 9000-0102 Lump Sum 1.000 01 N C Proj Temporary Access Road 3-2 9000-0103 Lump Sum 1.000 01 N C Proj Temporary Access Road 3-3 9000-0104 Lump Sum 1.000 01 N C Proj Temporary Access Road 3-4 9000-0105 Lump Sum 1.000 01 N C Proj Temporary Access Road 4-1 9000-0106 Lump Sum 1.000 01 N C Proj Temporary Access Road 4-2 9000-0107 Lump Sum 1.000 01 N C Proj Temporary Access Road 4-3 9000-0108 Lump Sum 1.000 01 N C Proj Temporary Access Road 4-4 9000-0109 Lump Sum 1.000 01 N C Proj Temporary Access Road 6-1 9000-0110 Lump Sum 1.000 01 N C Proj Temporary Access Road 6-2 9000-0111 Lump Sum 1.000 01 N C Proj Temporary Access Road 6-3 9000-0112 Lump Sum 1.000 01 N C Proj Temporary Access Road 6-4 9000-0113 Lump Sum 1.000 01 N C Proj Temporary Access Road 6-5 9000-0114 Lump Sum 1.000 01 N C Proj Temporary Access Road 7-1 9000-0115 Lump Sum 1.000 01 N C Proj Temporary Access Road 7-2 9000-0116 Lump Sum 1.000 01 N C Proj Temporary Access Road 7-3 9000-0117 Lump Sum 1.000 01 N C Proj Temporary Access Road 7-4 9000-0118 Lump Sum 1.000 01 N C Proj Temporary Access Road 7-5 9000-1000 Cubic Yard 46.000 08 N C1 Proj Selected Borrow Excavation Rock, Class R-5, Choked With Streambed Material 9000-1001 Square Foot 5.000 08 N S2 Proj Reinforced Concrete Repair, Type 2 9000-1002 Linear Foot 10.000 08 N V Proj Clean and Paint Exposed Reinforcement 9000-2000 Cubic Yard 46.000 09 N C1 Proj Selected Borrow Excavation Rock, Class R-5, Choked With Streambed Material 9000-2001 Square Foot 7.000 09 N S2 Proj Reinforced Concrete Repair, Type 2 9000-2002 Linear Foot 5.000 09 N V Proj Clean and Paint Exposed Reinforcement 9000-2011 Lump Sum 1.000 01 N C1 Proj Stream Restoration 9000-2081 Cubic Yard 7,985.000 01 N C1 Proj Subgrade Undercut 9000-2082 Cubic Yard 7,985.000 01 N C1 Proj Unanticipated Overexcavation 9000-6000 Pound 1,788.000 01 N M3 Proj Riparian Buffer Seed Mix 9000-6001 Pound 171.000 01 N M3 Proj Wetland Seed Mix 9000-6002 Each 9.000 01 N M Proj Black Willow (5' Ht Container Grown) 9000-6003 Each 23.000 01 N M Proj Common Winterberry (2' Ht, B&b) 9000-6050 Dollar 100,000.000 $1.00 $100,000.00 01 Y M1 Proj Selective Tree Removal, as Directed 9000-9059 Square Yard 41.000 01 N F Proj Sideroad and Driveway Adjustments Using Asphalt Wearing and Base Courses 9000-9350 Each 11.000 01 N R Proj Post Mounted Delineator, (Yellow) Sign, Type F, High Intensity 9000-9351 Each 24.000 01 N R Proj Post Mounted Delineator, (Red) Sign, Type F, High Intensity 9000-9352 Each 6.000 01 N R Proj Post Mounted Delineator (White) Sign, Type F, High Intensity 9000-9353 Lump Sum 1.000 01 N M2 Proj

Bridge, New Construction.

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 -	Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 -	Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 -	Thermal and Moisture Protection, Expansion Control.
Division 09 -	Finishes, High-Performance Coatings.
Division 10 -	Specialties, Signage, Traffic Signage.
Division 26 -	Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 -	Earthwork, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Rigid Paving, Fences and Gates, Retaining Walls.
Division 34 -	Transportation, Bridges.