PA 356 Safety Improvement

The proposed work involves horizontal and vertical realignment of the roadway to improve sight distance along State Route 0356, full depth widening at various intersection to install auxiliary lanes and widened shoulders, replacement of 4 structures, installation of permanent stormwater facilities, and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 0356, Section F10, in Westmoreland County Allegheny Township from approximately Station 1702+00 at segment 0132 offset 0704 to approximately Station 1870+00 at segment 0192 offset 0590. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 167,803.000 01 n c Class 1 Excavation 0203-0003 Cubic Yard 1,063.000 01 n c1 Class 1a Excavation 0204-0001 Cubic Yard 12,567.000 01 n c1, h Class 2 Excavation 0204-0100 Cubic Yard 77.000 02** n c1, s1, t1 Class 3 Excavation 0204-0150 Cubic Yard 3,150.000 01 n c1, h, s Class 4 Excavation 4205-0200 Cubic Yard 15,400.000 01 n Yes c1 Proj Selected Borrow Excavation 206 Rock Sandstone 0205-0281 Cubic Yard 67,711.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0285 Cubic Yard 60.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 57 0205-0288 Cubic Yard 104.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 8 0205-0363 Ton 31.000 07** n c1 Selected Borrow Excavation Rock, Class r-3 0205-0365 Ton 92.000 07** n c1 Selected Borrow Excavation Rock, Class r-5 0205-0366 Ton 327.000 02** n c1 Selected Borrow Excavation Rock, Class r-6 0208-0001 Hour 17.000 01 n c Special Rolling 0212-0001 Linear Foot 12,646.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 44,237.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 15,657.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0220-0020 Cubic Yard 74.000 01 n k1 Flowable Backfill, Type c 0313-0320 Square Yard 194.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 0313-0324 Square Yard 7,139.000 01** n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 5" Depth 0313-0330 Square Yard 1,445.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 8" Depth 0313-0424 Square Yard 3,507.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 5" Depth 0313-0430 Square Yard 28,647.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 8" Depth 0313-0437 Ton 42.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 8,191.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 33,222.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0121 Ton 32.000 01 n c, e Subbase (No. 2a) 0404-0012 Dollar 3,000.000 $1.00 $3,000.00 01 y x Asphalt Pavement Ride Quality Incentive, Schedule b 0405-0001 Dollar 3,000.000 $1.00 $3,000.00 01 y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 0413-0192 Square Yard 4,134.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-0195 Square Yard 4,644.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0413-0383 Square Yard 65,969.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64e-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-2147 Ton 1,869.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64e-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6035 Square Yard 4,644.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-6070 Square Yard 28,647.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64e-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-9999 Dollar 27,000.000 $1.00 $27,000.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0003 Square Yard 197,248.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 10,245.000 01 n f4 Asphalt Prime Coat 0491-0013 Square Yard 33,989.000 01 n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0501-0024 Square Yard 40.000 01 n g Plain Cement Concrete Pavement, 6" Depth 4601-0773 Linear Foot 32.000 01 n Yes h Proj 18" Ductile Iron Pipe, 100 Year Design Life Includes 2a Material Backfill 4601-5023 Linear Foot 284.000 01 n Yes h Proj 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage, Shore/Trench Box Includes 2a Material Backfill 4601-5025 Linear Foot 76.000 01 n Yes h Proj 24" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage, Shore/Trench Box Includes 2a Material Backfill 4601-5047 Linear Foot 48.000 01 n Yes h Proj 30" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage, Shore/Trench Box Includes 2a Material Backfill 0601-5901 Linear Foot 383.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" e 4601-7014 Linear Foot 939.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Design Life Includes 2a Material Backfill o 4601-0773 Linear Foot 939.000 01 n Yes h Proj 18" Ductile Iron Pipe, 100 Year Design Life Includes 2a Material Backfill e 4601-7027 Linear Foot 67.000 01 n Yes h Proj 24" Reinforced Concrete Pipe, Type a, 10' - 2' Fill, 100 Year Design Life Includes 2a Material Backfill o 4601-0975 Linear Foot 67.000 01 n Yes h Proj 24" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life Includes 2a Material Backfill e 4601-7058 Linear Foot 31.000 01 n Yes h Proj 36" Reinforced Concrete Pipe, Type a, 15' - 3' Fill, 100 Year Design Life Includes 2a Material Backfill o 4601-0777 Linear Foot 31.000 01 n Yes h Proj 36" Ductile Iron Pipe, 100 Year Design Life Includes 2a Material Backfill e 4601-7313 Linear Foot 135.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill Includes 2a Material Backfill o 4601-0763 Linear Foot 135.000 01 n Yes h Proj 18" Ductile Iron Pipe Includes 2a Material Backfill e 4601-7313 Linear Foot 86.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill Includes 2a Material Backfill o 4601-0353 Linear Foot 86.000 01 n Yes h Proj 18" Thermoplastic Pipe, Group Iii, 8'-2' Fill Includes 2a Material Backfill o 4601-1663 Linear Foot 86.000 01 n Yes h Proj 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage Includes 2a Material Backfill e 4601-7313 Linear Foot 74.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill Includes 2a Material Backfill o 4601-0353 Linear Foot 74.000 01 n Yes h Proj 18" Thermoplastic Pipe, Group Iii, 8'-2' Fill Includes 2a Material Backfill o 4601-1663 Linear Foot 74.000 01 n Yes h Proj 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage Includes 2a Material Backfill 4601-7326 Linear Foot 109.000 01 n Yes h Proj 24" Reinforced Concrete Pipe, Type b, 10' - 2' Fill Includes 2a Material Backfill e 4601-7326 Linear Foot 136.000 01 n Yes h Proj 24" Reinforced Concrete Pipe, Type b, 10' - 2' Fill Includes 2a Material Backfill o 4601-0355 Linear Foot 136.000 01 n Yes h Proj 24" Thermoplastic Pipe, Group Iii, 8'-2' Fill Includes 2a Material Backfill o 4601-1745 Linear Foot 136.000 01 n Yes h Proj 24" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage Includes 2a Material Backfill e 4601-7326 Linear Foot 36.000 01 n Yes h Proj 24" Reinforced Concrete Pipe, Type b, 10' - 2' Fill Includes 2a Material Backfill o 4601-0355 Linear Foot 36.000 01 n Yes h Proj 24" Thermoplastic Pipe, Group Iii, 8'-2' Fill Includes 2a Material Backfill o 4601-1665 Linear Foot 36.000 01 n Yes h Proj 24" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage Includes 2a Material Backfill e 4601-7340 Linear Foot 95.000 01 n Yes h Proj 30" Reinforced Concrete Pipe, Type b, 10' - 2' Fill Includes 2a Material Backfill o 4601-0766 Linear Foot 95.000 01 n Yes h Proj 30" Ductile Iron Pipe Includes 2a Material Backfill e 4601-7340 Linear Foot 49.000 01 n Yes h Proj 30" Reinforced Concrete Pipe, Type b, 10' - 2' Fill Includes 2a Material Backfill o 4601-0357 Linear Foot 49.000 01 n Yes h Proj 30" Thermoplastic Pipe, Group Iii, 8'-2' Fill Includes 2a Material Backfill o 4601-1747 Linear Foot 49.000 01 n Yes h Proj 30" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage Includes 2a Material Backfill e 4601-7509 Linear Foot 66.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type a, 7' - 3' Fill, Shore/Trench Box, 100 Year Design Life Includes 2a Material Backfill o 4601-0973 Linear Foot 66.000 01 n Yes h Proj 18" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life Includes 2a Material Backfill e 4601-7510 Linear Foot 41.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type a, 10' - 7' Fill, Shore/Trench Box, 100 Year Design Life Includes 2a Material Backfill o 4601-0973 Linear Foot 41.000 01 n Yes h Proj 18" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life Includes 2a Material Backfill e 4601-7517 Linear Foot 86.000 01 n Yes h Proj 24" Reinforced Concrete Pipe, Type a, 7' - 3' Fill, Shore/Trench Box, 100 Year Design Life Includes 2a Material Backfill o 4601-0975 Linear Foot 86.000 01 n Yes h Proj 24" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life Includes 2a Material Backfill e 4601-7519 Linear Foot 78.000 01 n Yes h Proj 24" Reinforced Concrete Pipe, Type a, 15' - 7' Fill, Shore/Trench Box, 100 Year Design Life Includes 2a Material Backfill o 4601-0975 Linear Foot 78.000 01 n Yes h Proj 24" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life Includes 2a Material Backfill e 4601-7526 Linear Foot 51.000 01 n Yes h Proj 30" Reinforced Concrete Pipe, Type a, 7' - 3' Fill, Shore/Trench Box, 100 Year Design Life Includes 2a Material Backfill o 4601-0976 Linear Foot 51.000 01 n Yes h Proj 30" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life Includes 2a Material Backfill e 4601-7528 Linear Foot 88.000 01 n Yes h Proj 30" Reinforced Concrete Pipe, Type a, 15' - 3' Fill, Shore/Trench Box, 100 Year Design Life Includes 2a Material Backfill o 4601-0976 Linear Foot 88.000 01 n Yes h Proj 30" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life Includes 2a Material Backfill e 4601-7536 Linear Foot 60.000 01 n Yes h Proj 36" Reinforced Concrete Pipe, Type a, 7' - 3' Fill, Shore/Trench Box, 100 Year Design Life Includes 2a Material Backfill o 4601-0977 Linear Foot 60.000 01 n Yes h Proj 36" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life Includes 2a Material Backfill e 4601-7708 Linear Foot 177.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type b, 7'- 3' Fill, Shore/Trench Box Includes 2a Material Backfill o 4601-0963 Linear Foot 177.000 01 n Yes h Proj 18" Ductile Iron Pipe, Shore/Trench Box Includes 2a Material e 4601-7708 Linear Foot 609.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type b, 7'- 3' Fill, Shore/Trench Box Includes 2a Material Backfill o 4601-0453 Linear Foot 609.000 01 n Yes h Proj 18" Thermoplastic Pipe, Group Iii, 8'-2' Fill, Shore/Trench Box Includes 2a Material Backfill o 4601-2143 Linear Foot 609.000 01 n Yes h Proj 18" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box Includes 2a Material Backfill e 4601-7709 Linear Foot 45.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type b, 10' - 7' Fill, Shore/Trench Box Includes 2a Material Backfill o 4601-0963 Linear Foot 45.000 01 n Yes h Proj 18" Ductile Iron Pipe, Shore/Trench Box Includes 2a Material e 4601-7709 Linear Foot 49.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type b, 10' - 7' Fill, Shore/Trench Box Includes 2a Material Backfill o 4601-0500 Linear Foot 49.000 01 n Yes h Proj 18" Thermoplastic Pipe, Group Vi, 15'-2' Fill, Shore/Trench Box Includes 2a Material Backfill o 4601-2143 Linear Foot 49.000 01 n Yes h Proj 18" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box Includes 2a Material Backfill e 4601-7709 Linear Foot 36.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type b, 10' - 7' Fill, Shore/Trench Box Includes 2a Material Backfill o 4601-0500 Linear Foot 36.000 01 n Yes h Proj 18" Thermoplastic Pipe, Group Vi, 15'-2' Fill, Shore/Trench Box Includes 2a Material Backfill o 4601-2143 Linear Foot 36.000 01 n Yes h Proj 18" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box Includes 2a Material Backfill e 4601-7710 Linear Foot 158.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type b, 15' - 3' Fill, Shore/Trench Box Includes 2a Material Backfill o 4601-0500 Linear Foot 158.000 01 n Yes h Proj 18" Thermoplastic Pipe, Group Vi, 15'-2' Fill, Shore/Trench Box Includes 2a Material Backfill o 4601-2143 Linear Foot 158.000 01 n Yes h Proj 18" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box Includes 2a Material Backfill 4601-7717 Linear Foot 91.000 01 n Yes h Proj 24" Reinforced Concrete Pipe, Type b, 10' - 7' Fill, Shore/Trench Box Includes 2a Material Backfill e 4601-7717 Linear Foot 154.000 01 n Yes h Proj 24" Reinforced Concrete Pipe, Type b, 10' - 7' Fill, Shore/Trench Box Includes 2a Material Backfill o 4601-0965 Linear Foot 154.000 01 n Yes h Proj 24" Ductile Iron Pipe, Shore/Trench Box Includes 2a Material e 4601-7717 Linear Foot 52.000 01 n Yes h Proj 24" Reinforced Concrete Pipe, Type b, 10' - 7' Fill, Shore/Trench Box Includes 2a Material Backfill o 4601-0502 Linear Foot 52.000 01 n Yes h Proj 24" Thermoplastic Pipe, Group Vi, 15'-2' Fill, Shore/Trench Box Includes 2a Material Backfill o 4601-2145 Linear Foot 52.000 01 n Yes h Proj 24" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box Includes 2a Material Backfill e 4601-7717 Linear Foot 46.000 01 n Yes h Proj 24" Reinforced Concrete Pipe, Type b, 10' - 7' Fill, Shore/Trench Box Includes 2a Material Backfill o 4601-0502 Linear Foot 46.000 01 n Yes h Proj 24" Thermoplastic Pipe, Group Vi, 15'-2' Fill, Shore/Trench Box Includes 2a Material Backfill o 4601-2145 Linear Foot 46.000 01 n Yes h Proj 24" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box Includes 2a Material Backfill 4601-7718 Linear Foot 79.000 01 n Yes h Proj 24" Reinforced Concrete Pipe, Type b, 15' - 3' Fill, Shore/Trench Box Includes 2a Material Backfill e 4601-7718 Linear Foot 94.000 01 n Yes h Proj 24" Reinforced Concrete Pipe, Type b, 15' - 3' Fill, Shore/Trench Box Includes 2a Material Backfill o 4601-0502 Linear Foot 94.000 01 n Yes h Proj 24" Thermoplastic Pipe, Group Vi, 15'-2' Fill, Shore/Trench Box Includes 2a Material Backfill o 4601-2145 Linear Foot 94.000 01 n Yes h Proj 24" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box Includes 2a Material Backfill e 4601-7735 Linear Foot 52.000 01 n Yes h Proj 36" Reinforced Concrete Pipe, Type b, 7' - 3' Fill, Shore/Trench Box Includes 2a Material Backfill o 4601-0967 Linear Foot 52.000 01 n Yes h Proj 36" Ductile Iron Pipe, Shore/Trench Box Includes 2a Material Backfill 4601-7736 Linear Foot 109.000 01 n Yes h Proj 36" Reinforced Concrete Pipe, Type b, 10' - 7' Fill, Shore/Trench Box Includes 2a Material Backfill e 4601-7736 Linear Foot 24.000 01 n Yes h Proj 36" Reinforced Concrete Pipe, Type b, 10' - 7' Fill, Shore/Trench Box Includes 2a Material Backfill o 4601-0506 Linear Foot 24.000 01 n Yes h Proj 36" Thermoplastic Pipe, Group Vi, 15'-2' Fill, Shore/Trench Box Includes 2a Material Backfill o 4601-2169 Linear Foot 24.000 01 n Yes h Proj 36" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 14 Gage, Shore/Trench Box Includes 2a Material Backfill e 4601-7737 Linear Foot 125.000 01 n Yes h Proj 36" Reinforced Concrete Pipe, Type b, 15' - 3' Fill, Shore/Trench Box Includes 2a Material Backfill o 4601-0506 Linear Foot 125.000 01 n Yes h Proj 36" Thermoplastic Pipe, Group Vi, 15'-2' Fill, Shore/Trench Box Includes 2a Material Backfill o 4601-2169 Linear Foot 125.000 01 n Yes h Proj 36" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 14 Gage, Shore/Trench Box Includes 2a Material Backfill 4604-7014 Linear Foot 3,701.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type a, (Open Joint), 15' - 2' Fill, 100 Year Design Life Includes No. 57 Coarse Aggregate Material Backfill 4604-7027 Linear Foot 600.000 01 n Yes h Proj 24" Reinforced Concrete Pipe, Type a, (Open Joint), 10' - 2' Fill, 100 Year Design Life Includes No. 57 Coarse Aggregate Material Backfill 4604-7509 Linear Foot 1,201.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type a, (Open Joint), 7' - 3' Fill, Shore/Trench Box, 100 Year Design Life Includes No. 57 Coarse Aggregate Material Backfill 0605-2600 Each 3.000 01 n k Type d Endwall 0605-2620 Each 5.000 01 n k Type d-w Endwall 0605-2630 Each 5.000 01 n k Type e-s Endwall 0605-2666 Each 2.000 01 n k Type e-s Endwall For 24" Pipe 0605-2670 Each 1.000 01 n k Type e-s Endwall For 36" Pipe 0605-2730 Set 8.000 01 n k Type m Concrete Top Unit And Grate 0605-2731 Set 14.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2741 Set 59.000 01 n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 57.000 01 n k Standard Inlet Box, Height < /= 10' 0605-2851 Each 6.000 01 n k Standard Inlet Box, Height > 10' And < /= 20' 0605-2854 Each 11.000 01 n k Type 4 Inlet Box, Height < /= 10' 0605-2855 Each 1.000 01 n k Type 4 Inlet Box, Height > 10' And < /= 20' 0605-2856 Each 1.000 01 n k Type 4 Inlet Box, Height > 20' And < /= 30' 0605-2858 Each 1.000 01 n k Type 5 Inlet Box, Height < /= 10' 0605-2862 Each 2.000 01 n k Type 6 Inlet Box, Height < /= 10' 0608-0001 Lump Sum 1.000 06 n x Mobilization 0609-0002 Lump Sum 1.000 05 n x Inspector's Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 05 n x Std Equipment Package 0610-1001 Linear Foot 510.000 01 n h2 6" Pipe Underdrain, Type Ii Backfill 0610-7002 Linear Foot 12,687.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 309.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 14.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 14.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0616-0602 Each 3.000 01 n h Aluminum Alloy End Sections, 16 Gage, For 18" Pipe 0616-0604 Each 1.000 01 n h Aluminum Alloy End Sections, 16 Gage, For 24" Pipe 0616-0701 Each 1.000 01 n h Aluminum Alloy End Sections, 14 Gage, For 30" Pipe 0616-1202 Each 1.000 01 n h Concrete End Sections For 18" Pipe e 0616-1202 Each 13.000 01 n h Concrete End Sections For 18" Pipe o 0616-1252 Each 13.000 01 n h Thermoplastic End Section For 18" Pipe o 0616-0602 Each 13.000 01 n h Aluminum Alloy End Sections, 16 Gage, For 18" Pipe 0616-1204 Each 1.000 01 n h Concrete End Sections For 24" Pipe e 0616-1204 Each 8.000 01 n h Concrete End Sections For 24" Pipe o 0616-1254 Each 8.000 01 n h Thermoplastic End Section For 24" Pipe o 0616-1254 Each 8.000 01 n h Thermoplastic End Section For 24" Pipe 0616-1206 Each 3.000 01 n h Concrete End Sections For 30" Pipe e 0616-1206 Each 3.000 01 n h Concrete End Sections For 30" Pipe o 0616-1256 Each 3.000 01 n h Thermoplastic End Section For 30" Pipe o 0616-0701 Each 3.000 01 n h Aluminum Alloy End Sections, 14 Gage, For 30" Pipe 0619-0459 Each 22.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 4.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 42.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 9,831.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0575 Linear Foot 75.000 01 n j Guide Rail Element 0620-0585 Linear Foot 7.000 01 n j Rubbing Rail 0620-1600 Linear Foot 10,770.000 01 n j Type 31-s Guide Rail 0620-1601 Linear Foot 600.000 01 n j Type 31-s Guide Rail With 7' Extra Length Posts 0620-1625 Linear Foot 88.000 01 n j Type 31-Sc Guide Rail 0620-1660 Each 3.000 01 n j Type 31-Strong Post Anchor Terminal 0620-1670 Each 46.000 01 n j Type 31-Strong Post In-Line Anchor 0626-0030 Cubic Yard 76.000 01 n m2 Corrosion Resistant Gabions, Type b 0627-3019 Linear Foot 930.000 03 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1' 0628-3019 Linear Foot 3,710.000 03 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1' 0660-0002 Linear Foot 15,610.000 01 n f3 Milled Asphalt Pavement Centerline Rumble Strips Type 2 0660-0003 Linear Foot 9,624.000 01 n f3 Milled Asphalt Pavement Shoulder Rumble Strips 0660-0004 Linear Foot 22,254.000 01 n f3 Milled Asphalt Pavement Edgeline Rumble Strips 0677-0001 Cubic Yard 171.000 01 n c1, e Selected Material Surfacing 0686-0010 Lump Sum 1.000 01 n x Construction Surveying, Type a 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0690-0002 Dollar 6,000.000 $1.00 $6,000.00 01 y x Semi-Formal Facilitation 0696-0639 Each 8.000 03 n j1 Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0697-0639 Each 26.000 03 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0703-0022 Cubic Yard 77.000 02** n c1, h No. 8 Coarse Aggregate 0703-0024 Cubic Yard 716.000 02** n c1, h No. 2a Coarse Aggregate 0703-0025 Cubic Yard 23.000 01 n c1, h No. 57 Coarse Aggregate 0703-0026 Cubic Yard 1,504.000 01 n c1, h No. 3 Coarse Aggregate 0802-0001 Cubic Yard 9,867.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 445.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 2,850.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0006 Pound 472.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0804-0014 Pound 151.000 01 n m3 Seeding - Formula e 0804-0021 Pound 9.000 01 n m3 Seeding And Soil Supplements - Formula w 0805-0022 Ton 5.000 01 n m3 Mulching - Straw 0806-0121 Square Yard 5,617.000 01 n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 0806-0140 Square Yard 788.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5a 0806-0142 Square Yard 186.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5c 0808-0140 Each 716.000 01 n m Live Stakes 0808-3270 Each 5.000 01 n m American Sycamore - (1" Cal. b.r.) 0808-3320 Each 5.000 01 n m Swamp White Oak - (1" Cal. b.r.) 0808-3330 Each 5.000 01 n m Pin Oak - (1" Cal. b&b) 0808-4092 Each 49.000 01 n m Silky Dogwood - (3' Ht. b.r.) 0808-4101 Each 49.000 01 n m Red Osier Dogwood - (2' Ht. b.r.) 0808-4202 Each 49.000 01 n m Winterberry - (2' Ht. b&b) 0808-4787 Each 49.000 01 n m Spicebush - (24" Ht. Container) 0811-0003 Linear Foot 685.000 01 n j2, m Temporary Protective Fence 0849-0010 Each 35.000 01 n c1 Rock Construction Entrance 0850-0022 Square Yard 1,567.000 01 n c1 Rock, Class r-4 0850-0024 Square Yard 365.000 01 n c1 Rock, Class r-6 0850-0031 Cubic Yard 57.000 01 n c1 Rock, Class r-3 0850-0032 Cubic Yard 39.000 01 n c1 Rock, Class r-4 0851-0001 Each 6.000 01 n c1 Rock Energy Dissipator 0851-0003 Square Yard 392.000 01 n c1 Rock Apron 0854-0002 Each 6.000 01 n h Temporary Slope Pipe 0855-0003 Each 10.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 10.000 01 n m2 Replacement Pumped Water Filter Bag 0856-0001 Each 46.000 01 n c1 Removal Sediment And Rock Barrier 0860-0001 Each 34.000 01 n m2 Inlet Filter Bag For Type s Inlet 0860-0011 Each 31.000 01 n m2 Concrete Block/Gravel Inlet Protection For Type s Inlet 0861-0001 Cubic Yard 609.000 01 n c1 Cleaning Sedimentation Structures 0867-0012 Linear Foot 10,518.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 651.000 01 n m2 Compost Filter Sock, 18" Diameter 0867-0022 Linear Foot 1,367.000 01 n m2 Compost Filter Sock, 24" Diameter 0867-0032 Linear Foot 183.000 01 n c1, h, m2 Compost Filter Sock, 32" Diameter 0872-0001 Each 8.000 01 n c1, h Concrete Anti-Seep Collar 0874-0001 Each 4.000 01 n c1, h Temporary Riser Pipe Assembly 0875-0001 Each 4.000 01 n c1, h Concrete Outlet Structure 0901-0001 Lump Sum 1.000 03 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 200.000 03 n q Additional Warning Lights, Type b 0901-0232 Day 200.000 03 n q Additional Warning Lights, Type c 0901-0240 Square Foot 500.000 03 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 29,220.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 29,820.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 6.000 03 n q 3-Line Changeable Message Sign Without Telecommunications 0910-4064 Linear Foot 750.000 01 n p8 Awg 4 Above Ground Cable, Copper, 1 Conductor 0910-4067 Linear Foot 275.000 01 n p8 Awg 10 Above Ground Cable, Copper, 1 Conductor 0931-0001 Square Foot 11.000 01 n r Post Mounted Signs, Type b 0931-0003 Square Foot 739.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 137.000 01 n r Post Mounted Signs, Type f 0936-0400 Each 4.000 01 n p8 Flashing Warning Sign 0937-0106 Each 209.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 4937-0113 Each 209.000 01 n Yes j, r Proj Guide Rail Mounted Delineator Type d, (w/b) Includes Splice Bolt 0937-0211 Each 4.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (w/b) 0937-0330 Each 76.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0339 Each 18.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0941-0001 Each 7.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 2.000 01 n r Reset Post Mounted Signs, Type f 0951-3805 Each 2.000 01 n p Traffic Signal Support, Strain Pole With Luminaire Arm (30' Mounting Height) 5,000 Pounds Design Tension 0951-4500 Each 2.000 01 n p Traffic Signal Support, Strain Pole, 1,000 Pounds Design Tension 4951-4500 Each 2.000 01 n Yes p Proj Traffic Signal Support, Strain Pole, 1,000 Pounds Design Tension With Parapet Wall 0952-2052 Each 1.000 01 n p Controller Assembly, Solid State Flasher, Dual Circuit, Type Ii Mounting 0954-0201 Linear Foot 325.000 01 n p8 Signal Cable, 14 Awg, 3 Conductor 4954-0401 Each 1.000 01 n Yes p8 Proj Electrical Service, Type a With Upgraded Surge Protection 4954-0402 Each 1.000 01 n Yes p8 Std Electrical Service, Type b With Surge Protection 0955-2082 Each 1.000 01 n p Vehicular Signal Head, One 8" Section 0955-3206 Each 8.000 01 n p Vehicular Signal Head, One 12" Section 0960-0021 Linear Foot 173.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 445.000 01 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0101 Each 3.000 01 n o2 White Hot Thermoplastic Legend, "Only", 8' - 0" 0960-0143 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Slow", 8' - 0" 0960-0222 Each 4.000 01 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12' - 0" x 3' - 0" 0960-0224 Each 6.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12' - 0" x 3' - 0" 0962-1000 Linear Foot 65,979.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 64,413.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 20,750.000 01 n o2, o3 Pavement Marking Removal 0964-0001 Linear Foot 15,000.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 15,000.000 01 n o 4" Yellow Epoxy Pavement Markings 0966-0011 Each 204.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0966-0017 Each 101.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/b) 0966-0018 Each 8.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 0971-0001 Each 10.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 3.000 01 n r Remove Post Mounted Signs, Type f 1018-0001 Lump Sum 1.000 02 n t1 Proj Removal Of Existing Bridge 1018-0060 Lump Sum 1.000 09 n c1, t1 Proj Removal Of Existing Culvert 1018-0062 Lump Sum 1.000 08 n c1, t1 Proj Removal Of Existing Culvert 1018-0063 Lump Sum 1.000 07 n c1, t1 Proj Removal Of Existing Culvert 1999-0000 Hour 2,000.000 04 n z Std Trainees For Projects 100% State Funded e 8510-0001 Lump Sum 1.000 09 n Yes s4 Std Precast Concrete Box Culvert, As Designed, s-38599 a 1002-0053 Pound 670.000 09 n s7 Reinforcement Bars, Epoxy Coated o 8510-0002 Lump Sum 1.000 09 n s4 Std Precast Concrete Box Culvert o 8520-0001 Lump Sum 1.000 09 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert e 8510-0003 Lump Sum 1.000 02 n Yes s4 Std Precast Concrete Box Culvert, As Designed, s-38600 a 1002-0053 Pound 52,601.000 02 n s7 Reinforcement Bars, Epoxy Coated o 8510-0004 Lump Sum 1.000 02 n s4 Std Precast Concrete Box Culvert o 8520-0002 Lump Sum 1.000 02 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert e 8510-0005 Lump Sum 1.000 08 n Yes s4 Std Precast Concrete Box Culvert, As Designed, s-38598 a 1002-0053 Pound 567.000 08 n s7 Reinforcement Bars, Epoxy Coated o 8510-0006 Lump Sum 1.000 08 n s4 Std Precast Concrete Box Culvert o 8520-0003 Lump Sum 1.000 08 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert e 8510-0007 Lump Sum 1.000 07 n Yes s4 Std Precast Concrete Box Culvert, As Designed, s-38597 a 1002-0053 Pound 3,501.000 07 n s7 Reinforcement Bars, Epoxy Coated o 8510-0008 Lump Sum 1.000 07 n s4 Std Precast Concrete Box Culvert o 8520-0004 Lump Sum 1.000 07 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert 9000-0002 Lump Sum 1.000 01 n z Proj Plant Establishment And Replacement 9000-0004 Ton 156.000 01 n f1 Proj Asphalt Concrete Joint Repair 9000-0005 Dollar 100,000.000 $1.00 $100,000.00 01 y f1 Proj Unforeseen Pavement Repair 9000-0006 Each 5.000 01 n x Proj Water Well Sampling 9000-0007 Dollar 10,000.000 $1.00 $10,000.00 01 y h Proj Water Well Repair 9000-0100 Each 3.000 01 n k Proj t-Box Outlet Type m Inlet 9000-0105 Cubic Yard 220.000 01 n c1 Proj Acid Bearing Rock Excavation, Class 1 9000-0109 Ton 18.000 01 n c1 Proj Pulverized Agricultural Limestone For Acid Bearing Rock 9000-0200 Lump Sum 1.000 01 n m2 Proj Temporary Cofferdam And Pump Bypass 9000-0201 Lump Sum 1.000 01 n m2 Proj Temporary Pipe Flume Stream Diversion 9000-0202 Each 23.000 01 n m2 Proj Temporary Cofferdam (Sandbag Diversion Dike) 9000-0220 Dollar 100,000.000 $1.00 $100,000.00 03 y f1, q Std Repair Detour Route 9000-0221 Dollar 20,000.000 $1.00 $20,000.00 03 y j3, q Proj Repair Of Temporary Impact Attenuating Devices 9000-0222 Each 2.000 01 n r Std Covid-19 Safety Plan Sign 9000-0225 Lump Sum 1.000 01 n p8 Proj Electric Service From Existing Circuit And Upgraded Surge Protection 9000-0226 Lump Sum 1.000 01 n p Proj Radio Communication With Extended Warranty 9000-0227 Each 1.000 01 n p Proj Wood Pole 9000-0228 Each 1.000 01 n p8 Proj Electrical Service, Type b, With Surge Protection And Separate Circuit Breakers 9000-0229 Each 2.000 01 n p Proj Led Luminaire, Arm Mount With Cobra Head 9000-0230 Dollar 5,000.000 $1.00 $5,000.00 01 y x Proj Unforeseen Traffic Signal Work 9000-0231 Each 1.000 01 n p Proj Pedestrian Push Button, Non Latching 9000-0300 Lump Sum 1.000 10 n h Proj Utility Relocation - Waterline 9000-0400 Lump Sum 1.000 11 n h Proj Utility Relocation - Sewer Line 9000-0500 Linear Foot 964.000 01 n m Proj Natural Fiber Log 9000-1000 Cubic Yard 1,632.000 01 n c1, m Proj Amended Soil 9000-2000 Cubic Yard 1,063.000 01 n c1, m Proj Amended Basin Bottom Engineered Soil Mix 9000-3000 Square Yard 4,241.000 01 n c1, c3, m Proj Geo Grid For Basin Bottom And Inside Slopes 9000-4000 Square Yard 275.000 01 n m Proj Basin Forebay Permeable Pavers 9000-5000 Linear Foot 527.000 01 n h2 Proj Underdrain 9000-6000 Each 11.000 01 n h2 Proj Underdrain Cleanout 9000-7000 Each 4.000 01 n h2 Proj Underdrain Valve 9000-8000 Lump Sum 1.000 01 n z Proj Post Construction Stormwater Management Closeout 9000-9000 Each 4.000 01 n o Proj White Hot Thermoplastic Legend Intersection Warning, 12'-0" x 4'-0" x 2'-0" 9203-0101 Lump Sum 1.000 02 n c5, u Std Temporary Excavation Support And Protection System 9810-0000 Lump Sum 1.000 01 n m1 Proj Tree Removal And Trimming

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.