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Last Updated | 02/09/2021 06:17 AM |
Project Title | Replace Bridge 167 Over Roberson Creek on SR-1007 (Andrew Mills Rd) in Rutherford County |
Physical Address | View project details and contacts |
City, State (County) | Bostic, NC 28018 (Rutherford 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 | |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | Roadway Items 0001 0000100000-n 800 Mobilization Lump Sum l.s. 0002 0000400000-n 801 Construction Surveying Lump Sum l.s. 0003 0030000000-n Sp Type Ii Modified Approach Lump Sum l.s. Fill, Station ******* (14+07.50) 0004 0043000000-n 226 Grading Lump Sum l.s. 0005 0050000000-e 226 Supplementary Clearing & Grubbing 1 Acr 0006 0057000000-e 226 Undercut Excavation 450 Cy 0007 0134000000-e 240 Drainage Ditch Excavation 3 Cy 0008 0195000000-e 265 Select Granular Material 400 Cy 0009 0196000000-e 270 Geotextile For Soil Stabilization 600 Sy 0010 0318000000-e 300 Foundation Conditioning Material, Minor Structures 5 Ton 0011 0320000000-e 300 Foundation Conditioning Geotextile 10 Sy 0012 0335200000-e 305 15" Drainage Pipe 28 Lf 0013 1099500000-e 505 Shallow Undercut 100 Cy 0014 1099700000-e 505 Class Iv Subgrade Stabilization 200 Ton 0015 1220000000-e 545 Incidental Stone Base 100 Ton 0016 1308000000-e 607 Milling Asphalt Pavement, ***" To ******" (0", 3") 420 Sy 0017 1491000000-e 610 Asphalt Conc Base Course, Type 100 b25.0c Ton 0018 1519000000-e 610 Asphalt Conc Surface Course, Type s9.5b 320 Ton 0019 1575000000-e 620 Asphalt Binder For Plant Mix 30 Ton 0020 2000000000-n 806 Right-Of-Way Markers 12 Ea 0021 2022000000-e 815 Subdrain Excavation 44.8 Cy 0022 2026000000-e 815 Geotextile For Subsurface Drains 200 Sy 0023 2036000000-e 815 Subdrain Coarse Aggregate 33.6 Cy 0024 2044000000-e 815 6" Perforated Subdrain Pipe 200 Lf 0025 2070000000-n 815 Subdrain Pipe Outlet 1 Ea 0026 2077000000-e 815 6" Outlet Pipe 6 Lf 0027 2286000000-n 840 Masonry Drainage Structures 1 Ea 0028 2367000000-n 840 Frame With Two Grates, Std 840.29 1 Ea 0029 2556000000-e 846 Shoulder Berm Gutter 15 Lf 0030 3030000000-e 862 Steel Beam Guardrail 25 Lf 0031 3045000000-e 862 Steel Beam Guardrail, Shop Curved 12.5 Lf 0032 3150000000-n 862 Additional Guardrail Posts 5 Ea 0033 3180000000-n Sp Guardrail Anchor Units, Type ************ (Iii, Shop Curved) 1 Ea 0034 3195000000-n 862 Guardrail End Units, Type At-1 1 Ea 0035 3215000000-n Sp Guardrail Anchor Units, Type Iii 3 Ea 0036 3288000000-n Sp Guardrail End Units, Type Tl-2 3 Ea 0037 3649000000-e 876 Rip Rap, Class b 2 Ton 0038 3656000000-e 876 Geotextile For Drainage 422 Sy 0039 4400000000-e 1110 Work Zone Signs (Stationary) 521 Sf 0040 4405000000-e 1110 Work Zone Signs (Portable) 96 Sf 0041 4410000000-e 1110 Work Zone Signs (Barricade Mounted) 114 Sf 0042 4430000000-n 1130 Drums 20 Ea 0043 4445000000-e 1145 Barricades (Type Iii) 80 Lf 0044 4455000000-n 1150 Flagger 10 Day 0045 4810000000-e 1205 Paint Pavement Marking Lines (4") 4,295 Lf 0046 6000000000-e 1605 Temporary Silt Fence 905 Lf 0047 6006000000-e 1610 Stone For Erosion Control, Class a 65 Ton 0048 6009000000-e 1610 Stone For Erosion Control, Class b 105 Ton 0049 6012000000-e 1610 Sediment Control Stone 195 Ton 0050 6024000000-e 1622 Temporary Slope Drains 200 Lf 0051 6029000000-e Sp Safety Fence 200 Lf 0052 6030000000-e 1630 Silt Excavation160 Cy 0053 6036000000-e 1631 Matting For Erosion Control 3,000 Sy 0054 6037000000-e Sp Coir Fiber Mat 100 Sy 0055 6042000000-e 1632 1/4" Hardware Cloth 75 Lf 0056 6070000000-n 1639 Special Stilling Basins8 Ea 0057 6071020000-e Sp Polyacrylamide (Pam) 5 Lb 0058 6084000000-e 1660 Seeding & Mulching 3 Acr 0059 6111000000-e Sp Impervious Dike 135 Lf 0060 6117000000-n Sp Response For Erosion Control 13 Ea Structure Items 0061 6117500000-n Sp Concrete Washout Structure 2 Ea 0062 8017000000-n Sp Construction, Maintenance, & Lump Sum l.s. Removal Of Temp Access At Sta ************ (14+07.50) 0063 8035000000-n 402 Removal Of Existing Structure Lump Sum l.s. At Station ************ (14+07.50) 0064 8065000000-n Sp Asbestos Assessment Lump Sum l.s. 0065 8096000000-e 450 Pile Excavation In Soil 37 Lf 0066 8097000000-e 450 Pile Excavation Not In Soil 63 Lf 0067 8105520000-e 411 3'-0" Dia Drilled Piers In 8.5 Soil Lf 0068 8105620000-e 411 3'-0" Dia Drilled Piers Not In 23 Soil Lf 0069 8111200000-e 411 Permanent Steel Casing For 15 3'-0" Dia Drilled Pier Lf 0070 8115000000-n 411 Csl Testing 1 Ea 0071 8121000000-n 412 Unclassified Structure Excavation At Lump Sum l.s. Station ******** (14+07.50) 0072 8182000000-e 420 Class a Concrete (Bridge) 92.6 Cy 0073 8210000000-n 422 Bridge Approach Slabs, Station Lump Sum l.s. ************ (14+07.50) 0074 8217000000-e 425 Reinforcing Steel (Bridge) 17,756 Lb 0075 8238000000-e 425 Spiral Column Reinforcing 1,613 Steel (Bridge) Lb 0076 8328200000-e 450 Pile Driving Equipment Setup 10 For *** Steel Piles Ea (Hp12x53) 0077 8364000000-e 450 Hp12x53 Steel Piles 150 Lf 0078 8475000000-e 460 Two Bar Metal Rail 275.25 Lf 0079 8517000000-e 460 1'-**"x *****" Concrete Parapet 110 (2, 2'-8 3/4) Lf 0080 8517000000-e 460 1'-**"x *****" Concrete Parapet 180 (2, 2'-9 1/2) Lf 0081 8608000000-e 876 Rip Rap Class Ii (2'-0" Thick) 385 Ton 0082 8622000000-e 876 Geotextile For Drainage 430 Sy 0083 8657000000-n 430 Elastomeric Bearings Lump Sum l.s. 0084 8753100000-e 430 3'-0" x 2'-9" Prestressed Conc 900 Box Beams Lf 0085 8762000000-e 430 3'-0" x 1'-9" Prestressed Conc 550 Cored Slabs Lf |
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Project Documents |
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