Stowe STP PC19 (5) and Waterbury STC PC20 (5)

Location: Stowe Stp Pc19(5) - Beginning in the Town of Stowe st Sta. 156+44.64 (Mm. 2.963) and Extending Northerly Along Route 100 For a Distance Of 5380.36 Feet (1.019 Miles) to Sta. 210+25.00 (Mm 3.982) And Beginning At Sta. 0+16.78 (Mm 0. 003) And Extending Northerly along Vt Route 108 For a Distance Of 335.31 Feet (0.064 Miles) Stopping At Sta. 3+52. 09 (Mm 0.067). Resuming st Sta. 4+83.54 (Mm 0.092) And Extending Northerly along Vt Route 108 for a Distance of 2, 130.14 Feet (0.403 Miles) to Sta. 26+13.68 (Mm 0.495). Waterbury Stp Pc20 - Beginning in the Town of Waterbury on u.s. Route 2 At Sta. 185+30.00 (Mm 3.509) And Extending Easterly Along u.s. Route 2 For a Distance Of 1,712.47 Feet (0.325 Mile) To Sta. 202+42.47 (Mm 3.834) Also Beginning In The Town Of Waterbury On Vt Route 100 North Of Sta. n 0+0. 00 (Mm 0.000) and Extending Northerly along Vt Route 100 for a Distance Of 548.54 Feet (0.104 Mile) to Sta. n 5+48. 54 (Mm 0.104). Stowe Stp Pc19(5) - Coarse-Milling and Resurfacing of the Existing Highway with a Leveling, Wearing and Intermediate Course, New Pavement Markings, Signs, Shoulder Widening, Drainage Improvements, and Other Related Highway Items. Waterbury Stp Pc20(5) - Work to be Performed Under this Project Includes Coarse-Milling and Resurfacing of the Existing Highway with a Leveling Course, Wearing Course, New Sidewalk, New Pavement Markings, Signs and Other Highway Related Items. 201.31 0005 Thinning And Trimming For Signs 9.000 Each 203.15 0010 Common Excavation 180.000 Cy 204.22 0015 Trench Excavation Of Earth, Exploratory (n.a.b.i.) 2.000 Cy 210.10 0020 Coarse-Milling, Bituminous Pavement 33,500.000 Sy 301.28 0025 Subbase Of Crushed Gravel, Fine Graded 290.000 Ton 404.65 0030 Emulsified Asphalt 382.000 Cwt 406.28 0035 Air Voids Pay Adjustment (n.a.b.i.) 2.000 Lu 406.35 0040 Superpave Bituminous Concrete Pavement 6,110.000 Ton 406.38 0045 Hand-Placed Bituminous Concrete Material, Drives 1,975.000 Sy 406.45 0050 Bituminous Concrete Pavement Surface Preparation 200.000 Ton 406.50 0055 Price Adjustment, Asphalt Cement (n.a.b.i.) 2.000 Lu 418.10 0060 Asphaltic Approach Material 130.000 Sf 514.10 0065 Water Repellent, Silane 24.000 Gal 516.10 0070 Bridge Expansion Joint, Asphaltic Plug 63.000 Lf 524.11 0075 Joint Sealer, Hot Poured 205.000 Lf 580.20 0080 Rapid Setting Concrete Repair Material With Coarse Aggregate 10.000 Cf 604.40 0085 Changing Elevation Of Drop Inlets, Catch Basins, Or Manholes 53.000 Each 604.412 0090 Rehab. Drop Inlets, Catch Basins, Or Manholes, Class i 30.000 Each 604.415 0095 Rehab. Drop Inlets, Catch Basins, Or Manholes, Class Ii 4.000 Each 604.418 0100 Rehab. Drop Inlets, Catch Basins, Or Manholes, Class Iii 4.000 Each 604.42 0105 Changing Elevation Of Sewer Manholes 10.000 Each 608.15 0110 Power Grader Rental 7.000 Hr 608.25 0115 All Purpose Excavator Rental, Type i 33.000 Hr 608.26 0120 All Purpose Excavator Rental, Type Ii 14.000 Hr 608.30 0125 Power Broom Rental, Type i 19.000 Hr 608.31 0130 Power Broom Rental, Type Ii 26.000 Hr 608.37 0135 Truck Rental 60.000 Hr 608.40 0140 Loader Rental, Type i 7.000 Hr 613.10 0145 Stone Fill, Type i 70.000 Cy 616.28 0150 Cast-In-Place Concrete Curb, Type b 20.000 Lf 616.41 0155 Removal Of Existing Curb 19.000 Lf 616.47 0160 Bituminous Concrete Gutters And Traffic Islands 66.000 Ton 617.10 0165 Remove And Reset Mailbox, Single Support 4.000 Each 617.12 0170 Remove And Reset Mailbox, Multiple Support 2.000 Each 618.10 0175 Portland Cement Concrete Sidewalk, 5 Inch 327.000 Sy 618.11 0180 Portland Cement Concrete Sidewalk, 8 Inch 45.000 Sy 618.30 0185 Detectable Warning Surface 60.000 Sf 619.17 0190 Yielding Marker Posts 28.000 Each 629.20 0195 Adjust Elevation Of Valve Box 55.000 Each 630.10 0200 Uniformed Traffic Officers 1,500.000 Hr 630.15 0205 Flaggers 9,700.000 Hr 631.10 0210 Field Office, Engineers 1.000 Ls 631.16 0215 Testing Equipment, Concrete 1.000 Ls 631.17 0220 Testing Equipment, Bituminous 1.000 Ls 631.26 0225 Field Office Communications (n.a.b.i.) 3,000.000 Dl 633.10 0230 Cpm Schedule 9.000 Each 635.11 0235 Mobilization/Demobilization 1.000 Ls 641.11 0240 Traffic Control, All-Inclusive (Stp Pc19(5)) 1.000 Ls 641.11 0245 Traffic Control, All-Inclusive (Stp Pc20(5)) 1.000 Ls 641.15 0250 Portable Changeable Message Sign 9.000 Each 646.4071 0255 Durable 4 Inch White Line, Recessed Type a Tape 5,200.000 Lf 646.4171 0260 Durable 4 Inch Yellow Line, Recessed Type a Tape 5,350.000 Lf 646.4271 0265 Durable 6 Inch White Line, Recessed Type a Tape 160.000 Lf 646.4471 0270 Durable 8 Inch White Line, Recessed Type a Tape 160.000 Lf 646.4571 0275 Durable 8 Inch Yellow Line, Recessed Type a Tape 200.000 Lf 646.4871 0280 Durable 24 Inch Stop Bar, Recessed Type a Tape 55.000 Lf 646.4971 0285 Durable Letter Or Symbol, Recessed Type a Tape 46.000 Each 646.5071 0290 Durable Crosswalk Marking, Recessed Type a Tape 315.000 Lf 646.602 0295 Temporary 4 Inch White Line, Paint 39,300.000 Lf 646.612 0300 Temporary 4 Inch Yellow Line, Paint 40,900.000 Lf 646.620 0305 Temporary 6 Inch White Line 320.000 Lf 646.642 0310 Temporary 8 Inch White Line, Paint 315.000 Lf 646.652 0315 Temporary 8 Inch Yellow Line, Paint 380.000 Lf 646.682 0320 Temporary 24 Inch Stop Bar, Paint 385.000 Lf 646.692 0325 Temporary Letter Or Symbol, Paint 188.000 Each 646.702 0330 Temporary Crosswalk Marking, Paint 1,690.000 Lf 646.76 0335 Line Striping Targets 4,010.000 Each 646.81 0340 Painted Curb 605.000 Lf 646.82 0345 Painted Island 1,210.000 Sf 649.31 0350 Geotextile Under Stone Fill 170.000 Sy 651.15 0355 Seed 45.000 Lb 651.18 0360 Fertilizer 165.000 Lb 651.20 0365 Agricultural Limestone 2.000 Ton 651.35 0370 Topsoil 55.000 Cy 653.10 0375 Hay Mulch 2.000 Ton 653.20 0380 Rolled Erosion Control Product, Type i 250.000 Sy 675.20 0385 Traffic Sign, Type a 1,005.000 Sf 675.33 0390 Tubular Steel Sign Post 430.000 Lb 675.341 0395 Square Tube Sign Post And Anchor 1,410.000 Lf 675.43 0400 Foundation For Tubular Steel Post 4.000 Each 675.50 0405 Removing Signs 224.000 Each 675.60 0410 Resetting Signs 13.000 Each 690.50 0415 Price Adjustment, Fuel (n.a.b.i.) 2.000 Lu 402.12 Aa1 0420 Aggregate Shoulders 117.000 Ton 402.13 Aa2 0425 Aggregate Shoulders, Rap 117.000 Ton 646.406 Bb1 0430 Durable 4 Inch White Line, Recessed Polyurea 14,400.000 Lf 646.409 Bb2 0435 Durable 4 Inch White Line, Recessed Epoxy Paint 14,400.000 Lf 646.416 Cc1 0440 Durable 4 Inch Yellow Line, Recessed Polyurea 15,100.000 Lf 646.419 Cc2 0445 Durable 4 Inch Yellow Line, Recessed Epoxy Paint 15,100.000 Lf 646.483 Dd1 0450 Durable 24 Inch Stop Bar, Epoxy Paint 140.000 Lf 646.484 Dd2 0455 Durable 24 Inch Stop Bar, Polyurea 140.000 Lf 646.493 Ee1 0460 Durable Letter Or Symbol, Epoxy Paint 48.000 Each 646.494 Ee2 0465 Durable Letter Or Symbol, Polyurea 48.000 Each 646.503 Ff1 0470 Durable Crosswalk Marking, Epoxy Paint 530.000 Lf 646.504 Ff2 0475 Durable Crosswalk Marking, Polyurea 530.000 Lf

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.