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Last Updated | 09/18/2020 03:16 AM |
Project Title | Rhoads Creek Bridge |
Physical Address | View project details and contacts |
City, State (County) | PA (Somerset County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Bridge |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | $1,000,000 to $2,499,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | This project is for the replacement of three existing structures in Somerset County. SR 2016-01B structure work includes the replacement of the existing 1-Span Steel Stringer on R/C Abutments with a 20’-0” x 8’-0” Precast R.C. Box Culvert over Rhodes Creek in Black Township. SR 3015-02B structure work includes the replacement of the existing Corrugated Metal Pipe Arch Culvert with a 11’-0” x 7’-6” Precast R.C. Box Culvert over Tributary to Coxes Creek in Milford Township. SR 3015-03B structure work includes the replacement of the existing Corrugated Metal Pipe Arch Culvert with a 14’-0” x 7’-6” Precast R.C. Box Culvert over Tributary to Coxes Creek in Milford Township. Roadway work included with all three structures will consist or minor roadway approaches, guide rail & drainage improvements, tree removal and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 2016, Section 01b, In Somerset County, Black & Milford Townships at the locations indicated on the plans in the bid package. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 3,369.000 01** n c Class 1 Excavation 0204-0001 Cubic Yard 352.000 01** n c1, h Class 2 Excavation 0204-0100 Cubic Yard 168.000 02** n c1, s1, t1 Class 3 Excavation 0204-0150 Cubic Yard 49.000 01** n c1, h, s Class 4 Excavation 0205-0001 Cubic Yard 290.000 05 n c1 Common Borrow Excavation 0205-0100 Cubic Yard 349.000 01** n c1 Foreign Borrow Excavation 0206-0010 Ton 2.000 03 n c1 Select Granular Material (2rc) 0212-0014 Square Yard 9,060.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0213-0002 Dollar 1,000.000 $1.00 $1,000.00 01 y z Temporary Project Air Pollution Control 0313-0326 Square Yard 5,810.000 01** n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 6" Depth 0350-0106 Square Yard 6,300.000 01** n c, e Subbase 6" Depth (No. 2a) 0413-0194 Square Yard 10,850.000 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-m 0413-2074 Ton 668.000 01** n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0460-0003 Square Yard 20,930.000 01** n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 1,231.000 01** n f4 Asphalt Prime Coat 0491-0014 Square Yard 460.000 01 n f3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0601-4484 Linear Foot 62.000 05 n h 66" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 10 Gage, Shore/Trench Box, 100 Year Design Life 0601-5901 Linear Foot 102.000 01** n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" e 0601-7008 Linear Foot 22.000 05 n h 15" Reinforced Concrete Pipe, Type a, 20` - 1.5` Fill o 0601-0312 Linear Foot 22.000 05 n h 15" Thermoplastic Pipe, Group i, 15`-1.5` Fill e 0601-7313 Linear Foot 90.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-0313 Linear Foot 90.000 01 n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill e 0601-7313 Linear Foot 43.000 05 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-0313 Linear Foot 43.000 05 n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill 0605-2630 Each 1.000 05 n k Type e-s Endwall 0605-2640 Each 2.000 01** n k Type d Endwall For 18" Pipe 0605-2680 Each 2.000 05 n k Type d-w Endwall For 60" Pipe 0605-2730 Set 2.000 01 n k Type m Concrete Top Unit And Grate 0605-2740 Set 1.000 05 n k Type s Concrete Top Unit And Grate 0605-2850 Each 3.000 01** n k Standard Inlet Box, Height < /= 10` 0608-0001 Lump Sum 1.000 01** n x Mobilization 0609-0007 Lump Sum 1.000 07 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 07 n x Std Equipment Package 4610-7002 Linear Foot 3,170.000 01** n Yes h2 Std 6" Pavement Base Drain Excluding Geotextile 0615-0022 Linear Foot 118.000 01** n h2 6" Subsurface Drain Outlets 0615-0040 Each 12.000 01** n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 12.000 01** n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0616-1202 Each 2.000 01 n h Concrete End Sections For 18" Pipe e 0616-1251 Each 2.000 05 n h Thermoplastic End Section For 15" Pipe o 0616-1201 Each 2.000 05 n h Concrete End Sections For 15" Pipe e 0616-1252 Each 2.000 05 n h Thermoplastic End Section For 18" Pipe o 0616-1202 Each 2.000 05 n h Concrete End Sections For 18" Pipe 0619-0459 Each 5.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 8.000 01** n j Terminal Section, Single 0620-0503 Linear Foot 2,647.000 01** n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0872 Each 1.000 05 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 2,050.000 03** n j Type 31-s Guide Rail 0620-1601 Linear Foot 475.000 01 n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1625 Linear Foot 38.000 05 n j Type 31-Sc Guide Rail 0620-1626 Linear Foot 50.000 01 n j Type 31-Sc Guide Rail With 7` Extra Length Posts 0620-1670 Each 8.000 01** n j Type 31-Strong Post In-Line Anchor 4660-0022 Linear Foot 3,001.000 01** n Yes f3 Std Milled Centerline Rumble Strips Type 2 Modified 4660-0024 Linear Foot 2,367.000 03** n Yes f3 Std Milled Edgeline Rumble Strips Modified 0677-0001 Cubic Yard 58.000 01** n c1, e Selected Material Surfacing 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0686-0051 Lump Sum 1.000 03 n x Construction Surveying, Type d 0686-0052 Lump Sum 1.000 05 n x Construction Surveying, Type d 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0703-0022 Cubic Yard 179.000 02** n c1, h No. 8 Coarse Aggregate 0703-0024 Cubic Yard 52.000 05 n c1, h No. 2a Coarse Aggregate 0804-0002 Pound 108.000 03** n m3 Seeding And Soil Supplements - Formula c, Including Mulch 0804-0003 Pound 37.000 01** n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0007 Pound 10.000 01** n m3 Seeding And Soil Supplements - Formula w, Including Mulch 0806-0101 Square Yard 291.000 01** n m2 Temporary Ultra Short-Term, Rolled Erosion Control Product, Type 1b 0810-0052 Each 50.000 01** n a, m1 Selective Tree Removal 0811-0003 Linear Foot 86.000 03** n j2, m Temporary Protective Fence 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0850-0031 Cubic Yard 15.000 01** n c1 Rock, Class r-3 0850-0032 Cubic Yard 475.000 01** n c1 Rock, Class r-4 0850-0033 Cubic Yard 36.000 05 n c1 Rock, Class r-5 0855-0003 Each 3.000 01** n m2 Pumped Water Filter Bag 0855-0004 Each 3.000 01** n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 2.000 01 n m2 Inlet Filter Bag For Type m Inlet 0867-0012 Linear Foot 1,313.000 01** n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 103.000 03 n m2 Compost Filter Sock, 18" Diameter 0867-0022 Linear Foot 280.000 03** n m2 Compost Filter Sock, 24" Diameter 0867-0032 Linear Foot 17.000 03 n c1, h, m2 Compost Filter Sock, 32" Diameter 0901-0001 Lump Sum 1.000 01** n q Std Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 600.000 01** n q, r Additional Traffic Control Signs 4937-0113 Each 77.000 01** n Yes j, r Std Guide Rail Mounted Delineator Type d, (w/b) Mid-Span Splice 0962-1000 Linear Foot 12,908.000 01** n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 12,908.000 01** n o 4" Yellow Waterborne Pavement Markings 1018-0001 Lump Sum 1.000 01 n t1 Std Removal Of Existing Bridge 1018-0002 Lump Sum 1.000 03 n t1 Std Removal Of Existing Bridge 1018-0003 Lump Sum 1.000 05 n t1 Std Removal Of Existing Bridge e 8510-0001 Lump Sum 1.000 02 n Yes s4 Std Precast Concrete Box Culvert, As Designed, s-38064 a 1002-0053 Pound 5,978.000 02 n s7 Reinforcement Bars, Epoxy Coated o 8510-0002 Lump Sum 1.000 02 n s4 Std Precast Concrete Box Culvert o 8520-0001 Lump Sum 1.000 02 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert e 8510-0003 Lump Sum 1.000 04 n Yes s4 Std Precast Concrete Box Culvert, As Designed, s-37761 a 1002-0053 Pound 1,529.000 04 n s7 Reinforcement Bars, Epoxy Coated o 8510-0004 Lump Sum 1.000 04 n s4 Std Precast Concrete Box Culvert o 8520-0002 Lump Sum 1.000 04 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert e 8510-0005 Lump Sum 1.000 06 n Yes s4 Std Precast Concrete Box Culvert, As Designed, s-38257 a 1002-0053 Pound 4,031.000 06 n s7 Reinforcement Bars, Epoxy Coated o 8510-0006 Lump Sum 1.000 06 n s4 Std Precast Concrete Box Culvert o 8520-0003 Lump Sum 1.000 06 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert 9000-0002 Linear Foot 55.000 01** n m2 Proj Weighted Sediment Filter Tube 9000-0005 Each 3.000 01** n x Std Utility Test Hole 9000-0015 Linear Foot 1,109.000 01** n j2 Std Remove Livestock Fence 9000-0016 Linear Foot 1,458.000 01** n j2 Std Livestock Fence 9000-0020 Lump Sum 1.000 01 n c1, h, m2 Std Temporary Channel Diversion 9000-0021 Lump Sum 1.000 03 n c1, h, m2 Std Temporary Channel Diversion 9000-0022 Lump Sum 1.000 05 n c1, h, m2 Std Temporary Channel Diversion 9000-0400 Dollar 5,000.000 $1.00 $5,000.00 01 y h Proj Farm Field Drain Relocation 9203-0101 Lump Sum 1.000 02 n c1, s5 Std Temporary Excavation Support And Protection System |
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