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Last Updated | 12/10/2021 04:47 AM |
Project Title | SR 2011 Over Mill Race |
Physical Address | View project details and contacts |
City, State (County) | Millheim, PA (Centre 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 | $500,000 to $999,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | The Description And Location Of The Project Is As Follows: For The Improvement Of Certain Sections Of State Highway In Centre County, Millheim Borough, Commonwealth Of Pennsylvania, State Route 2011 Section a07. The Project Is Situated As Follows: On State Route 2011 From Segment 0056/Offset 1709 To Segment 0056/Offset 2124. For The Construction Of a Cast-In-Place Reinforced Concrete Box Culvert To Replace The Existing Masonry Arch Culvert. Construction Includes a Waterline Relocation And Reconstruction Of Concrete Mill Race Wall. Construction Of Approach Work Consisting Of Superpave Asphalt Mixture Designs For The Base, Binder, And Wearing Course, Curbing, Sidewalks, Ada Detectable Warning Surfaces, Pavement Base Drain, Inlets, Pavement Markings And Legends, And Miscellaneous Construction For a Construction Length Of Approximately 320 Feet (0.06 Miles) As Indicated On The Approved Drawings. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 399.000 01 n c Class 1 Excavation 0212-0001 Linear Foot 219.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 94.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 1,672.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0213-0002 Dollar 1,000.000 $1.00 $1,000.00 01 y z Temporary Project Air Pollution Control 0313-0322 Square Yard 397.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0316-0331 Square Yard 8.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 8 1/2" Depth 0350-0106 Square Yard 397.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0121 Ton 28.000 01 n c, e Subbase (No. 2a) 0413-0193 Square Yard 204.000 04 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g 0413-0195 Square Yard 442.000 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 0413-1017 Ton 7.000 04 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-g 0413-2059 Ton 11.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6035 Square Yard 397.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-7007 Ton 1.000 01 n f Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 1,282.000 01** n f4 Asphalt Tack Coat 0491-0013 Square Yard 204.000 04 n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor e 0601-7313 Linear Foot 55.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-0763 Linear Foot 55.000 01 n h 18" Ductile Iron Pipe 0601-7707 Linear Foot 8.000 01 n h 18" Reinforced Concrete Pipe, Type b, 3` - 2` Fill, Shore/Trench Box 0605-2734 Set 2.000 01 n k Type m Concrete Top Unit And Ada Compliant Grate 0605-2850 Each 1.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2854 Each 1.000 01 n k Type 4 Inlet Box, Height < /= 10` 0608-0001 Lump Sum 1.000 03 n x Mobilization 0609-0003 Lump Sum 1.000 05 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 05 n x Std Equipment Package 0610-7001 Linear Foot 219.000 01 n h2 4" Pavement Base Drain 0610-7400 Cubic Yard 11.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 4618-0022 Each 1.000 01 n Yes h Proj Concrete Collar For 18" Pipe Extension Differing Pipe Slopes Includes Cutting And Removal Of Existing Pipe 4630-0001 Linear Foot 96.000 01 n Yes k Proj Plain Cement Concrete Curb Variable Height 0630-0021 Linear Foot 127.000 01 n k Plain Cement Concrete Curb, 4" Height 4676-0001 Square Yard 64.000 01 n Yes k Proj Cement Concrete Sidewalk Including Sealer 4676-0002 Square Yard 33.000 01 n Yes k Proj Cement Concrete Sidewalk Including Sealer And Grooving 0680-0120 Square Yard 280.000 04 n k2, s1 Membrane Waterproofing System Installed On Bridge Deck 0686-0050 Lump Sum 1.000 01 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 05 y x Internal Facilitation e 0695-0002 Square Foot 44.000 01 n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 44.000 01 n k Detectable Warning Surface, Polymer Concrete o 0695-0004 Square Foot 44.000 01 n k Detectable Warning Surface, Polymer Composite 0703-0025 Cubic Yard 62.000 01 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 11.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 5.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0004 Pound 2.000 01 n m3 Seeding - Formula e, Including Mulch 0806-0110 Square Yard 29.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2a 0806-0112 Square Yard 34.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2c 0808-3121 Each 2.000 01 n m Paper Birch - (2" Cal. b&b) 0810-0052 Each 6.000 01 n a, m1 Selective Tree Removal 0811-0003 Linear Foot 90.000 04 n j2, m Temporary Protective Fence 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 4855-0003 Each 1.000 01 n Yes m2 Proj Pumped Water Filter Bag (Includes Sandbags) 0855-0004 Each 1.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 4.000 01 n m2 Inlet Filter Bag For Type m Inlet 0867-0012 Linear Foot 168.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 04 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 50.000 04 n q Additional Warning Lights, Type b 0901-0240 Square Foot 200.000 04 n q, r Additional Traffic Control Signs 0901-0330 Linear Foot 113.000 04 n o 4" Standard Pavement Markings, Paint & Beads, White 0941-0001 Each 3.000 01 n r Reset Post Mounted Signs, Type b 0962-1000 Linear Foot 36.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 73.000 01 n o 6" White Waterborne Pavement Markings 0962-1003 Linear Foot 12.000 01 n o 12" White Waterborne Pavement Markings 0962-1005 Linear Foot 514.000 01 n o 4" Yellow Waterborne Pavement Markings 0962-1030 Each 1.000 01 n o3 White Waterborne Pavement Legend, "Handicap Symbol", 3`-3" x 2`-11" 0963-0001 Square Foot 12.000 01 n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 806.000 01** n o2, o3 4" Pavement Marking Removal 0963-0010 Each 2.000 04 n o2, o3 Pavement Marking Removal (Legends And Symbols) 0971-0001 Each 1.000 01 n r Remove Post Mounted Signs, Type b 1018-0060 Lump Sum 1.000 01 n c1, t1 Proj Removal Of Existing Culvert 1040-0120 Square Foot 275.000 04 n s9 Concrete Bridge Deck Repair Accelerated, Type 2 Using Asc e 8520-0001 Lump Sum 1.000 02 n Yes s4 Std Cast-In-Place Reinforced Concrete Box Culvert, As Designed, s-39163 a 1002-0053 Pound 11,584.000 02 n s7 Reinforcement Bars, Epoxy Coated a 9000-0001 Lump Sum 1.000 02 n c1 Std Stockpiling And Placement Of Streambed Material At Culvert a 9000-0006 Square Foot 402.000 02 n k2 Proj Penetrating Architectural Stain o 8520-0002 Lump Sum 1.000 02 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert o 8510-0001 Lump Sum 1.000 02 n s4 Std Precast Reinforced Concrete Box Culvert 8800-0001 Lump Sum 1.000 60 n Yes h Proj Waterline Relocation 9000-0002 Each 1.000 01 n p Proj Reset Lamp Post 9000-0003 Each 6.000 01 n Zz Std Pre And Post Construction Survey 9000-0004 Dollar 10,000.000 $1.00 $10,000.00 01 y Zz Proj Sample, Test, Haul, And Dispose Of Concrete Rinse Water 9000-0005 Each 1.000 01 n m, r Proj Reset Wooden Sign And Pavers 9000-0007 Dollar 10,000.000 $1.00 $10,000.00 01 y c1 Proj Sinkhole Repair Treatment 9000-0008 Lump Sum 1.000 01 n k1, s5 Proj Reset Stacked Stone Mill Race Wall 9000-0009 Linear Foot 107.000 01 n o Proj 4" Blue Waterborne Pavement Markings 9000-0010 Lump Sum 1.000 01 n s5 Proj Reconstruct Concrete Mill Race Wall And Replace Damaged Railing 9000-0011 Linear Foot 260.000 04 n j2 Proj Temporary Steel Sidewalk Protective Fence 9000-0012 Lump Sum 1.000 01 n m2 Std Temporary Cofferdam 9000-0013 Each 1.000 01 n m2 Proj Temporary Pump Bypass 9000-0014 Each 1.000 04 n o Proj Temporary White Waterborne Pavement Legend, "Handicap Symbol", 3`-3" x 2`-11" 9000-0015 Linear Foot 85.000 01 n j2, m Proj Reset Fence 9000-0016 Linear Foot 10.000 01 n h Proj 4" Pipe For Replacement Of Existing Outfall 9000-0017 Linear Foot 10.000 01 n h Proj 6" Pipe For Replacement Of Existing Outfall 9000-0018 Linear Foot 10.000 01 n h Proj 10" Pipe For Replacement Of Existing Outfall 9000-0019 Lump Sum 1.000 01 n k Proj Concrete Steps 9000-0020 Each 1.000 01 n n Proj Adjust Downspout Elevation 9000-0021 Linear Foot 36.000 04 n o Proj 4" Standard Pavement Markings, Paint & Beads, Blue 9000-0022 Lump Sum 1.000 04 n h, k Proj Detour Route Drainage Improvements 9000-0023 Dollar 97,300.000 $1.00 $97,300.00 04 y s2 Proj Additional Structure Repairs 9000-0024 Dollar 7,500.000 $1.00 $7,500.00 04 y h Proj Detour Route Test Pits 9000-1090 Linear Foot 90.000 04 n t6 Std Asphaltic Plug Expansion Dam System, 2" Depth, Asphalt Overlay 9000-5100 Lump Sum 1.000 01 n x Std Electronic Ticketing System |
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Details | Bridge, New Construction.
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