Similar Projects
| Last Updated | 12/07/2018 02:35 AM |
| Project Title | Grading, Drainage, Structure and Paving on SR 3314 (Wiley Lewis Road), Bridge #293 Over Little Alamance Creek in Guilford County |
| Physical Address | View project details and contacts |
| City, State (County) | NC (Guilford 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 """"""" Sta. 14+48.00 0004 0043000000-n 226 Grading Lump Sum l.s. 0005 0050000000-e 226 Supplementary Clearing & Grub- 1 Bing Acr 0006 0318000000-e 300 Foundation Conditioning Mate- 10 Rial, Minor Structures Ton 0007 0320000000-e 300 Foundation Conditioning Geo- 30 Textile Sy 0008 0335300000-e 305 18" Drainage Pipe 56 Lf 0009 0582000000-e 310 15" Cs Pipe Culverts, 0.064" 48 Thick Lf 0010 0636000000-e 310 """ Cs Pipe Elbows, """""" 4 Thick Ea 15", .064" 0011 0995000000-e 340 Pipe Removal 78 Lf 0012 1220000000-e 545 Incidental Stone Base 50 Ton 0013 1330000000-e 607 Incidental Milling 143 Sy 0014 1491000000-e 610 Asphalt Conc Base Course, Type 95 b25.0c Ton 0015 1503000000-e 610 Asphalt Conc Intermediate 75 Course, Type 119.0c Ton 0016 1519000000-e 610 Asphalt Conc Surface Course, Type s9.5b 280 Ton 0017 1575000000-e 620 Asphalt Binder For Plant Mix 30 Ton 0018 2000000000-n 806 Right-Of-Way Markers 10 Ea 0019 2286000000-n 840 Masonry Drainage Structures 2 Ea 0020 2367000000-n 840 Frame With Two Grates, Std 2 840.29 Ea 0021 2556000000-e 846 Shoulder Berm Gutter 34 Lf 0022 3030000000-e 862 Steel Beam Guardrail 31.25 Lf 0023 3045000000-e 862 Steel Beam Guardrail, Shop 25 Curved Lf 0024 3150000000-n 862 Additional Guardrail Posts 5 Ea 0025 3180000000-n Sp Guardrail Anchor Units, Type 1 0026 3215000000-n Sp Guardrail Anchor Units, Type 4 Iii Ea 0027 3287000000-n Sp Guardrail End Units, Type Tl-3 3 Ea 0028 3649000000-e 876 Rip Rap, Class b 50 Ton 0029 3656000000-e 876 Geotextile For Drainage 376 Sy 0030 4400000000-e 1110 Work Zone Signs (Stationary) 531 Sf 0031 4410000000-e 1110 Work Zone Signs (Barricade 119 Mounted) Sf 0032 4445000000-e 1145 Barricades (Type Iii) 96 Lf 0033 4810000000-e 1205 Paint Pavement Marking Lines 3,088 (4") Lf 0034 4900000000-n 1251 Permanent Raised Pavement 5 Markers Ea 0035 6000000000-e 1605 Temporary Silt Fence 805 Lf 0036 6006000000-e 1610 Stone For Erosion Control, 90 Class a Ton 0037 6009000000-e 1610 Stone For Erosion Control, Class b 45 Ton 0038 6012000000-e 1610 Sediment Control Stone 90 Ton 0039 6015000000-e 1615 Temporary Mulching 1 Acr 0040 6018000000-e 1620 Seed For Temporary Seeding 100 Lb 0041 6021000000-e 1620 Fertilizer For Temporary Seed- 0.5 Ing Ton 0042 6024000000-e 1622 Temporary Slope Drains 200 Lf 0043 6029000000-e Sp Safety Fence 200 Lf 0044 6030000000-e 1630 Silt Excavation 60 Cy 0045 6036000000-e 1631 Matting For Erosion Control 7,510 Sy 0046 6037000000-e Sp Coir Fiber Mat 100 Sy 0047 6042000000-e 1632 1/4" Hardware Cloth 355 Lf 0048 6071020000-e Sp Polyacrylamide (Pam) 5 Lb 0049 6084000000-e 1660 Seeding & Mulching 0.5 Acr 0050 6087000000-e 1660 Mowing 0.5 Acr 0051 6090000000-e 1661 Seed For Repair Seeding 50 Lb 0052 6093000000-e 1661 Fertilizer For Repair Seeding 0.25 Ton 0053 6096000000-e 1662 Seed For Supplemental Seeding 50 Lb 0054 6108000000-e 1665 Fertilizer Topdressing 0.5 Ton 0055 6117000000-n Sp Response For Erosion Control 25 Ea 0056 6117500000-n Sp Concrete Washout Structure 2 Ea 0057 6123000000-e 1670 Reforestation 0.1 Acr Structure Items 0058 8035000000-n 402 Removal Of Existing Structure Lump Sum l.s. At Station """""""""""" Sta 14+48 0059 8065000000-n Sp Asbestos Assessment Lump Sum l.s. 0060 8121000000-n 412 Unclassified Structure Excava- Lump Sum l.s. Tion At Station """""""" Sta 14+48 0061 8182000000-e 420 Class a Concrete (Bridge) 51.2 Cy 0062 8210000000-n 422 Bridge Approach Slabs, Station Lump Sum l.s. ************ Sta 14+48 0063 8217000000-e 425 Reinforcing Steel (Bridge) 7,156 Lb 0064 8328200000-e 450 Pile Driving Equipment Setup 7 For *** Steel Piles Ea 12x53 Steel Piles 0065 8364000000-e 450 Hp12x53 Steel Piles 140 Lf 0066 8393000000-n 450 Pile Redrives 7 Ea 0067 8475000000-e 460 Two Bar Metal Rail 155 Lf 0068 8517000000-e 460 1'-"""x """""" Concrete Para- 170 Pet Lf 1'-2" x 2'-10 1/2" 0069 8608000000-e 876 Rip Rap Class Ii (2'-0" Thick) 250 Cl Ii Ton 0070 8622000000-e 876 Geotextile For Drainage 280 Sy 0071 8657000000-n 430 Elastomeric Bearings Lump Sum l.s. 0072 8753100000-e 430 3'-0" x 2'-9" Prestressed Conc 935 Box Beams Lf 0073 8897000000-n Sp Generic Structure Item 2 Micropile Proof Tests Ea 0074 8897000000-n Sp Generic Structure Item 7 Minimum 7 Inch Dia. Micrpiles Ea | ||||||||||||||||||||||
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| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
