Hartford STP PC21 (4) and Woodstock NH PC21 (5) and Woodstock STP PC21 (3)

Hartford Stp Pc21 (4) - Beginning At a Point In The Town Of Hartford On Vt Route 14 At Mile Marker 0.000 = Sta m 0+00.00 And Extending Northerly For a Distance Of Approximately 7,798.56 Feet (1.477 Miles) And Ending At a Point In The Town Of Hartford On Vt Route 14 At Mile Marker 1.477 = Sta m 77+98.56. Also, Beginning At a Point In The Town Of Hartford On u.s. Route 4 At Mile Marker 9.354 = Sta Um 493+89.12 And Extending Easterly For a Distance Of Approximately 1,214.40 Feet (0.230 Mile) And Ending At a Point In The Town Of Hartford On u.s. 4 At Mile Marker 9.584 = Sta. Um 506+03.52. Work To Be Performed Under This Project Includes Coarse Milling And Paving With a Leveling Course And a Wearing Course, Pavement Markings, Signs, Drainage Rehabilitation, Removal Of Existing Overhead Signs And Structures, Traffic Signal Upgrades And Other Related Highwayitems. Woodstock Nh Pc21 (5) - Beginning At a Point In The Village Of Woodstock On u.s. Route 4 At Mile Marker 5.623 = Sta u 296+89.44 And Extending Easterly For a Distance Of Approximately 7,159.68 Feet (1.356 Miles) And Ending At a Point In The Village Of Woodstock On u.s. Route 4 At Mile Marker 6.979 = Sta u 368+49.12. Also, u.s. Route 4 (Westbound) Begins In The Village Of Woodstock At Mile Marker 6.059 = Sta Uw 319+93. 25 And Continues For a Distance Of Approximately 974.80 Feet (0.185 Mile) To a Point In The Village Of Woodstock On u.s. Route 4 At Mile Marker 6.244 = Sta Uw 329+68.05. Work To Be Performed Under This Project Includes Coarse Milling And Paving With a Leveling Course And a Wearing Course, Pavement Markings, Signs, Drainage Rehabilitation, And Other Related Highway Items. Woodstock Stp Pc21 (3) - Beginning At a Point In The Village Of Woodstock On Vt Route 106 At Mile Marker 6.553 = Sta s 345+99.84 And Extending For a Distance Of Approximately 3.582.57 Feet (0.678 Mile) And Ending At a Point In The Village Of Woodstock On Vt Route 106 At Mile Marker 7.232 = Sta s 381+82.41. Also, Beginning At a Point In The Village Of Woodstock On Vt Route 12 At Mile Marker 0. 007 = Sta e 0+37.66 And Extending Northerly For a Distance Of Approximately 3,769.22 Feet (0.714 Mile) And Ending At a Point In The Village Of Woodstock On Vt Route 12 At Mile Marker 0.721 = Sta e 38 +06.88. Work To Be Performed Under This Project Includes Coarse Milling And Paving With a Leveling Course And Pavement Markings, Signs, Drainage Rehabilitation, And Other Related Highway Items. 201.31 0005 Thinning And Trimming For Signs 27.000 Each 203.15 0010 Common Excavation 600.000 Cy 203.16 0015 Solid Rock Excavation 4.000 Cy 203.28 0020 Excavation Of Surfaces And Pavements 30.000 Cy 203.40 0025 Shoulder Berm Removal 3,630.000 Lf 204.22 0030 Trench Excavation Of Earth, Exploratory (n.a.b.i.) 3.000 Cy 204.30 0035 Granular Backfill For Structures 15.000 Cy 210.10 0040 Coarse-Milling, Bituminous Pavement 97,900.000 Sy 301.28 0045 Subbase Of Crushed Gravel, Fine Graded 3,050.000 Ton 404.65 0050 Emulsified Asphalt 1,315.000 Cwt 406.28 0055 Air Voids Pay Adjustment (n.a.b.i.) 3.000 Lu 406.35 0060 Superpave Bituminous Concrete Pavement 13,450.000 Ton 406.38 0065 Hand-Placed Bituminous Concrete Material, Drives 3,030.000 Sy 406.45 0070 Bituminous Concrete Pavement Surface Preparation 75.000 Ton 406.50 0075 Price Adjustment, Asphalt Cement (n.a.b.i.) 3.000 Lu 418.10 0080 Asphaltic Approach Material 70.000 Sf 516.10 0085 Bridge Expansion Joint, Asphaltic Plug 240.000 Lf 541.45 0090 Controlled Density (Flowable) Fill 1.000 Cy 580.20 0095 Rapid Setting Concrete Repair Material With Coarse Aggregate 65.000 Cf 601.0415 0100 18" Pccsp .064 (2-2/3 x 1/2) 6.000 Lf 601.995 0105 Cleaning Culvert Pipe, In-Place [0 To 24 In., Incl.] 95.000 Lf 604.18 0110 Precast Reinforced Concrete Drop Inlet With Cast Iron Grate 2.000 Each 604.40 0115 Changing Elevation Of Drop Inlets, Catch Basins, Or Manholes 15.000 Each 604.412 0120 Rehab. Drop Inlets, Catch Basins, Or Manholes, Class i 158.000 Each 604.415 0125 Rehab. Drop Inlets, Catch Basins, Or Manholes, Class Ii 20.000 Each 604.418 0130 Rehab. Drop Inlets, Catch Basins, Or Manholes, Class Iii 20.000 Each 604.42 0135 Changing Elevation Of Sewer Manholes 83.000 Each 604.65 0140 Decommission Drop Inlet 1.000 Each 608.15 0145 Power Grader Rental 120.000 Hr 608.25 0150 All Purpose Excavator Rental, Type i 120.000 Hr 608.30 0155 Power Broom Rental, Type i 120.000 Hr 608.31 0160 Power Broom Rental, Type Ii 120.000 Hr 608.37 0165 Truck Rental 240.000 Hr 608.40 0170 Loader Rental, Type i 120.000 Hr 616.21 0175 Vertical Granite Curb 290.000 Lf 616.28 0180 Cast-In-Place Concrete Curb, Type b 20.000 Lf 616.40 0185 Removing And Resetting Curb 265.000 Lf 616.41 0190 Removal Of Existing Curb 955.000 Lf 616.47 0195 Bituminous Concrete Gutters And Traffic Islands 19.000 Ton 618.10 0200 Portland Cement Concrete Sidewalk, 5 Inch 270.000 Sy 618.15 0205 Bituminous Concrete Sidewalk 4.000 Ton 618.30 0210 Detectable Warning Surface 250.000 Sf 619.17 0215 Yielding Marker Posts 30.000 Each 621.218 0220 Traffic Barrier Delineator 134.000 Each 621.60 0225 Anchor For Steel Beam Rail 4.000 Each 621.76 0230 Replace Guardrail Post Assembly 181.000 Each 621.77 0235 Replace Guardrail Beam Unit 79.000 Each 621.79 0240 Adjust Height Of Guardrail 1,150.000 Lf 629.20 0245 Adjust Elevation Of Valve Box 58.000 Each 630.10 0250 Uniformed Traffic Officers 2,000.000 Hr 630.15 0255 Flaggers 15,700.000 Hr 631.10 0260 Field Office, Engineers 1.000 Ls 631.16 0265 Testing Equipment, Concrete 1.000 Ls 631.17 0270 Testing Equipment, Bituminous 1.000 Ls 631.26 0275 Field Office Communications (n.a.b.i.) 3,000.000 Dl 633.10 0280 Cpm Schedule 16.000 Each 635.11 0285 Mobilization/Demobilization 1.000 Ls 641.11 0290 Traffic Control, All-Inclusive (Nh Pc21(5)) 1.000 Ls 641.11 0295 Traffic Control, All-Inclusive (Stp Pc21(3)) 1.000 Ls 641.11 0300 Traffic Control, All-Inclusive (Stp Pc21(4)) 1.000 Ls 641.15 0305 Portable Changeable Message Sign 11.000 Each 646.600 0310 Temporary 4 Inch White Line 102,600.000 Lf 646.610 0315 Temporary 4 Inch Yellow Line 97,800.000 Lf 646.640 0320 Temporary 8 Inch White Line 600.000 Lf 646.650 0325 Temporary 8 Inch Yellow Line 10,700.000 Lf 646.680 0330 Temporary 24 Inch Stop Bar 1,600.000 Lf 646.690 0335 Temporary Letter Or Symbol 446.000 Each 646.700 0340 Temporary Crosswalk Marking 5,350.000 Lf 646.76 0345 Line Striping Targets 10,600.000 Each 646.85 0350 Removal Of Existing Pavement Markings 15.000 Sf 651.15 0355 Seed 300.000 Lb 651.18 0360 Fertilizer 1,500.000 Lb 651.20 0365 Agricultural Limestone 6.000 Ton 651.35 0370 Topsoil 200.000 Cy 653.10 0375 Hay Mulch 6.000 Ton 675.20 0380 Traffic Sign, Type a 2,199.000 Sf 675.33 0385 Tubular Steel Sign Post 1,596.000 Lb 675.341 0390 Square Tube Sign Post And Anchor 3,930.000 Lf 675.35 0395 Soil Bearing Slip Base (2 1/2") 10.000 Each 675.43 0400 Foundation For Tubular Steel Post 12.000 Each 675.50 0405 Removing Signs 418.000 Each 675.50 0410 Removing Signs (Type a) 152.000 Each 675.50 0415 Removing Signs (Type b) 15.000 Each 675.60 0420 Resetting Signs 29.000 Each 676.10 0425 Delineator With Steel Post 23.000 Each 677.35 0430 Remove Existing Overhead Sign Assembly, Multi-Support 5.000 Each 678.15 0435 Traffic Control Signal System, Intersection (u.s. Route 4 & Pine Street/Bridge Street) 1.000 Each 678.15 0440 Traffic Control Signal System, Intersection (u.s. Route 4, u.s. Route 5 & Vt Route 14) 1.000 Each 678.23 0445 Wired Conduit (2")(Pvc)(Sch 80) 1,050.000 Lf 678.45 0450 Removal Of Existing Traffic Control Signal System (u.s. Route 4 & Pine Street/Bridge Street) 1.000 Each 678.45 0455 Removal Of Existing Traffic Control Signal System (u.s. Route 4, u.s. Route 5 & Vt Route 14) 1.000 Each 679.24 0460 Remove Street Light Assembly 6.000 Each 679.47 0465 Bracket Arm 7.000 Each 679.50 0470 Luminaire 7.000 Each 690.50 0475 Price Adjustment, Fuel (n.a.b.i.) 3.000 Lu 900.620 0480 Special Provision (Junction Box, Heavy Duty) 10.000 Each 900.640 0485 Special Provision (Horizontal Directional Drilling)(10" Casing Pipe)(Hdpe) 550.000 Lf 402.12 Aa1 0490 Aggregate Shoulders 300.000 Ton 402.13 Aa2 0495 Aggregate Shoulders, Rap 300.000 Ton 646.403 Bb1 0500 Durable 4 Inch White Line, Epoxy Paint 51,400.000 Lf 646.404 Bb2 0505 Durable 4 Inch White Line, Polyurea 51,400.000 Lf 646.413 Cc1 0510 Durable 4 Inch Yellow Line, Epoxy Paint 49,100.000 Lf 646.414 Cc2 0515 Durable 4 Inch Yellow Line, Polyurea 49,100.000 Lf 646.443 Dd1 0520 Durable 8 Inch White Line, Epoxy Paint 3,830.000 Lf 646.444 Dd2 0525 Durable 8 Inch White Line, Polyurea 3,830.000 Lf 646.453 Ee1 0530 Durable 8 Inch Yellow Line, Epoxy Paint 5,350.000 Lf 646.454 Ee2 0535 Durable 8 Inch Yellow Line, Polyurea 5,350.000 Lf 646.483 Ff1 0540 Durable 24 Inch Stop Bar, Epoxy Paint 850.000 Lf 646.484 Ff2 0545 Durable 24 Inch Stop Bar, Polyurea 850.000 Lf 646.493 Gg1 0550 Durable Letter Or Symbol, Epoxy Paint 351.000 Each 646.494 Gg2 0555 Durable Letter Or Symbol, Polyurea 351.000 Each 646.503 Hh1 0560 Durable Crosswalk Marking, Epoxy Paint 2,750.000 Lf 646.504 Hh2 0565 Durable Crosswalk Marking, Polyurea 2,750.000 Lf

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 10 -	Specialties, Signage.
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.
Division 34 -	Transportation, Roadway Signaling and Control Equipment, Traffic Signals.