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Last Updated 10/01/2021 06:20 AM
Project Title

Freedom Road Upgrade

Physical Address View project details and contacts
City, State (County) Freedom, PA 15042   (Beaver County)
Category(s) Heavy and Highway
Sub-Category(s) Paving/Reconstruction, Shoreline/Erosion/Drainage
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value $20,000,000 to $24,999,999
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

Relocation Of Sr 2004 (Freedom Road), Construction Of A Box Culvert And Relocating A Tributary To Crows Run, Replacement Of A Box Culvert Carrying Wolf Run, Construction Of A Roundabout At The Intersection Of Sr 989 And Freedom Road, Paving, Signing, Pavement Markings, Guiderail, Highway Lighting And Other Miscellaneous Construction All Within A Length Of 11,915.00 Linear Feet (2.257 Miles) As Shown On The Approved Drawings Included In The Bid Package For Sr 2004, Section B06. In Beaver County, New Sewickley Township. This Project Being Situated As Follows: Sr 2004 - B06 - From The Intersection Of Sr 2004 And T-606 (Park Quarry Road) At Segment 0060 Offset 0247 (Sta. 93+75.00) To Approximately 900 Feet East Of The Intersection Of Sr 2004 And Sr 989 At Segment 0090 Offset 1197 (Sta. 204+00). Sr 989 - B14 - From A Point Approximately 500 Feet South Of The Intersection With Sr 2004 At Segment 0200, Offset 0077 (390+75) Sta. To A Point Approximately 650 Feet North Of The Intersection With Sr 2004 At Segment 00200, Offset 1202 (Sta. 402+00.00). 0201-0001lump Sum1.000 01na Clearing And Grubbing 4201-0001lump Sum1.000 01nyesaproj Clearing And Grubbing Stream Mitigation 4201-0002lump Sum1.000 01nyesaproj Clearing And Grubbing With Restoration 0202-0001lump Sum1.000 01nb Demolition 0202-0002lump Sum1.000 01nb Demolition 0202-0003lump Sum1.000 01nb Demolition 0202-0004lump Sum1.000 01nb Demolition 0202-0005lump Sum1.000 01nb Demolition 0202-0006lump Sum1.000 01nb Demolition 0202-0007lump Sum1.000 01nb Demolition 0203-0001cubic Yard431,665.000 01nc Class 1 Excavation 0203-0004cubic Yard251.000 01nc1 Class 1b Excavation 0203-0005cubic Yard11,578.000 02nc1 Class 1c Excavation 0203-0006linear Foot195.000 01ng4 Saw Cutting 0204-0001cubic Yard10,521.000 01nc1, H Class 2 Excavation 0205-0264cubic Yard26,723.000 01nc1 Selected Borrow Excavation Rock, Class R-4 0205-0266cubic Yard3,689.000 02nc1 Selected Borrow Excavation Rock, Class R-6 0205-0281cubic Yard12,519.000 01nc1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0285cubic Yard14.000 01nc1 Selected Borrow Excavation, Coarse Aggregate, No. 57 0208-0001hour14.000 01nc Special Rolling 0212-0001linear Foot23,233.000 01nc3, H, M2 Geotextile, Class 1 0212-0014square Yard133,470.000 01nc3, H, M2 Geotextile, Class 4, Type A 0212-0016square Yard17,337.000 01nc3, H, M2 Geotextile, Class 4, Type C 0213-0002dollar5,000.000$1.00$5,000.0001yz Temporary Project Air Pollution Control 0313-0320square Yard15,766.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 0313-0330square Yard41,684.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 8" Depth 0313-0430square Yard10,381.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 8" Depth 0313-0437ton235.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0106square Yard63,567.000 01nc, E Subbase 6" Depth (No. 2a) 0350-0108square Yard10,369.000 01nc, E Subbase 8" Depth (No. 2a) 0413-0195square Yard15,766.000 01nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-L 0413-0307ton85.000 01nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-E 0413-2066ton17.000 01nf Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 12.5 Mm Mix, Srl-H 0413-3235square Yard26,366.000 01nf Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-H 0413-3238square Yard15,900.000 01nf Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-L 0413-3470square Yard10,381.000 01nf Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64e-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-H 0413-6035square Yard9,402.000 01nf Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-8044square Yard41,684.000 01nf Superpave Asphalt Mixture Design, Binder Course, Rps, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-8092square Yard10,381.000 01nf Superpave Asphalt Mixture Design, Binder Course, Rps, Pg 64e-22, 3 To < 10 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-9999dollar115,000.000$1.00$115,000.0001yx Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0003square Yard183,503.000 01nf4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001square Yard3,458.000 01nf4 Asphalt Prime Coat 0491-0013square Yard582.000 01nf3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0501-0020square Yard386.000 01ng, G1, K Plain Cement Concrete Pavement, 4" Depth 0501-0204square Yard515.000 01ng Reinforced Cement Concrete Pavement, 12" Depth 0503-0001square Yard1,438.000 01ng1, K2 Protective Coating For Cement Concrete Pavements And Shoulders 0601-0351linear Foot94.000 01nh 12" Thermoplastic Pipe, Group Iii, 8`-2` Fill E0601-4435linear Foot152.000 01nh 24" Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 12 Gage, Shore/Trench Box, 100 Year Design Life A0616-0035each2.000 01nh Steel End Section, Metallic Coated, 12 Gage For 24" Pipe O0601-5098linear Foot152.000 01nh 24" Corrugated Aluminum Alloy Pipe, Type I, (2 2/3" X 1/2" Corrugations), 12 Gage, Shore/Trench Box, 100 Year Design Life A0616-0604each2.000 01nh Aluminum Alloy End Sections, 16 Gage, For 24" Pipe 0601-5901linear Foot4,168.000 01nh1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-5902linear Foot322.000 01nh1 Cleaning Existing Pipe Culverts, Diameters Over 36" E0601-7014linear Foot377.000 01nh 18" Reinforced Concrete Pipe, Type A, 15` - 2` Fill, 100 Year Design Life A0616-1202each1.000 01nh Concrete End Sections For 18" Pipe O0601-1724linear Foot377.000 01nh 21" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 12 Gage, 100 Year Design Life A0616-0034each1.000 01nh Steel End Section, Metallic Coated, 12 Gage For 21" Pipe E0601-7059linear Foot88.000 01nh 36" Reinforced Concrete Pipe, Type A, 20` - 2` Fill, 100 Year Design Life O0601-0553linear Foot88.000 01nh 36" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life E0601-7061linear Foot161.000 01nh 36" Reinforced Concrete Pipe, Type A, 30` - 1.5` Fill, 100 Year Design Life O0601-2899linear Foot161.000 01nh 36" Corrugated Aluminum Alloy Pipe, Type I, (2 2/3" X 1/2" Corrugations), 10 Gage, 100 Year Design Life E0601-7313linear Foot1,666.000 01nh 18" Reinforced Concrete Pipe, Type B, 15` - 1.5` Fill A0616-1202each11.000 01nh Concrete End Sections For 18" Pipe O0601-0353linear Foot1,666.000 01nh 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill A0616-1252each11.000 01nh Thermoplastic End Section For 18" Pipe O0601-1663linear Foot1,666.000 01nh 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 16 Gage A0616-0009each11.000 01nh Steel End Section, Metallic Coated, 16 Gage For 18" Pipe E0601-7313linear Foot619.000 01nh 18" Reinforced Concrete Pipe, Type B, 15` - 1.5` Fill A0616-1202each10.000 01nh Concrete End Sections For 18" Pipe O0601-1663linear Foot619.000 01nh 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 16 Gage A0616-0009each10.000 01nh Steel End Section, Metallic Coated, 16 Gage For 18" Pipe E0601-7327linear Foot200.000 01nh 24" Reinforced Concrete Pipe, Type B, 15` - 2` Fill O0601-0355linear Foot200.000 01nh 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill O0601-2825linear Foot200.000 01nh 24" Corrugated Aluminum Alloy Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage E0601-7341linear Foot366.000 01nh 30" Reinforced Concrete Pipe, Type B, 15` - 2` Fill A0616-1206each5.000 01nh Concrete End Sections For 30" Pipe O0601-0357linear Foot366.000 01nh 30" Thermoplastic Pipe, Group Iii, 8`-2` Fill A0616-1256each5.000 01nh Thermoplastic End Section For 30" Pipe O0601-1667linear Foot366.000 01nh 30" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" X 3/4" X 7 1/2" Corrugations), 16 Gage A0616-0013each5.000 01nh Steel End Section, Metallic Coated, 16 Gage For 30" Pipe E0601-9365linear Foot204.000 01nh 24" Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage O0601-2825linear Foot141.000 01nh 24" Corrugated Aluminum Alloy Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage E0601-9371linear Foot80.000 01nh 48" Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage O0601-2871linear Foot80.000 01nh 48" Corrugated Aluminum Alloy Pipe, Type I, (2 2/3" X 1/2" Corrugations), 12 Gage E0601-9445linear Foot167.000 01nh 24" Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 12 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01nh 66" Corrugated Aluminum Alloy Pipe, Type I, (2 2/3" X 1/2" Corrugations), 8 Gage, 100 Year Design Life 0605-2401set8.000 01nk Manhole Frame And Cover 0605-2600each2.000 01nk Type D Endwall 0605-2620each9.000 01nk Type D-W Endwall 0605-2711set2.000 01nk Type C Concrete Top Unit And Bicycle Safe Grate 4605-2711set4.000 01nyeskproj Type C Concrete Top Unit And Bicycle Safe Grate Modified 0605-2730set3.000 01nk Type M Concrete Top Unit And Grate 0605-2731set1.000 01nk Type M Concrete Top Unit And Bicycle Safe Grate 0605-2740set33.000 01nk Type S Concrete Top Unit And Grate 0605-2750set4.000 01nk Type D-H Concrete Top Unit And Grates 0605-2760set1.000 01nk Type D-H Level Concrete Top Unit And Grates 0605-2771set4.000 01nk Type C Frame And Bicycle Safe Grate 0605-2850each41.000 01nk Standard Inlet Box, Height < /= 10` 0605-2851each1.000 01nk Standard Inlet Box, Height > 10` And < /= 20` 0605-2854each5.000 01nk Type 4 Inlet Box, Height < /= 10` 0605-2882each5.000 01nk Type D-H Inlet Box, Height < /= 10` 0605-3010each1.000 01nk Type 4 Manhole, Storm Water, Height < /=5` 0605-3011each3.000 01nk Type 4 Manhole, Storm Water, Height >5` And < /= 10` 0605-3021each2.000 01nk Type 5 Manhole, Storm Water, Height >5` And < /= 10` 0605-3022each1.000 01nk Type 5 Manhole, Storm Water, Height >10` And < /= 20` 0605-3033each1.000 01nk Type 6 Manhole, Storm Water, Height >20` And < /= 30` 0608-0001lump Sum1.000 01nx Mobilization 0609-0002lump Sum1.000 94nx Inspector`S Field Office And Inspection Facilities, Type A 0609-0009lump Sum1.000 94nxstd Equipment Package 0610-0002linear Foot300.000 01nh2 6" Pipe Underdrain Type I Backfill 0610-1001linear Foot62.000 01nh2 6" Pipe Underdrain, Type Ii Backfill 0610-7002linear Foot23,233.000 01nh2 6" Pavement Base Drain 0615-0022linear Foot314.000 01nh2 6" Subsurface Drain Outlets 0615-0040each11.000 01nh2 Subsurface Drain Outlet Endwall 0615-0050each4.000 01nh2 Subsurface Drain Outlet Endwall (Sloped) 0615-0066each15.000 01nc1, H2, R 66" Red 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Material Surfacing 0686-0020lump Sum1.000 01nx Construction Surveying, Type B 0686-0050lump Sum1.000 01nx Construction Surveying, Type D 0686-0051lump Sum1.000 01nx Construction Surveying, Type D 0689-0005lump Sum1.000 01nx Cpm Schedule, With Updates 0690-0001dollar5,000.000$1.00$5,000.0001yx Internal Facilitation 0696-0610each3.000 01nj1 Temporary Impact Attenuating Device, Type V (Standard), Test Level 3 0697-0610each11.000 01nj1 Reset Temporary Impact Attenuating Device, Type V (Standard), Test Level 3 0703-0020cubic Yard4,969.000 01nc1, H No. 1 Coarse Aggregate 0703-0024cubic Yard2,537.000 01nc1, H No. 2a Coarse Aggregate 0703-0025cubic Yard12.000 01nc1, H No. 57 Coarse Aggregate 0802-0001cubic Yard391.000 01nc1, M Topsoil Furnished And Placed 4802-0001cubic Yard51.000 01nyesc1, Mstd Topsoil Furnished And Placed Modified 0803-0001cubic Yard11,162.000 01nc1, M Placing Stockpiled Topsoil 0804-0001pound1,173.000 01nm3 Seeding And Soil Supplements - Formula B, Including Mulch 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Details

Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 31 - Earthwork, Erosion and Sedimentation Controls.
Division 32 - Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 - Utilities, Storm Drainage Utilities, Ponds and Reservoirs, Storm Drainage Structures.
Division 35 - Waterway and Marine Construction, Shoreline Protection, Waterway Construction and Equipment.

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