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Last Updated | 12/15/2021 02:23 AM |
Project Title | Replacement of Bridge No.127 over Bear Creek on SR 1428 (Dan Road) |
Physical Address | View project details and contacts |
City, State (County) | NC (Moore 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 | Replacement of Bridge No.127 over Bear Creek on SR 1428 (Dan Road) 0001 0000100000-n 800 Mobilization Lump Sum l.s. 0002 0030000000-n Sp Type Ii Modified Approach Lump Sum l.s. Fill, Station ******* Station 15+50.00 -l0002 0003 0043000000-n 226 Grading Lump Sum l.s. Acr 0004 0050000000-e 226 Supplementary Clearing & Grub- 1 Bing Cy 0005 0057000000-e 226 Undercut Excavation 100 Cy 0006 0194000000-e 265 Select Granular Material, 100 Class Iii Sy 0007 0196000000-e 270 Geotextile For Soil Stabiliza- 900 Tion Ton 0008 0318000000-e 300 Foundation Conditioning Mate- 30 Rial, Minor Structures Sy 0009 0320000000-e 300 Foundation Conditioning Geo- 80 Textile Lf 0010 0335200000-e 305 15" Drainage Pipe 72 Lf 0011 0448200000-e 310 15" Rc Pipe Culverts, Class Iv 144 Cy 0012 1099500000-e 505 Shallow Undercut 100 Ton 0013 1099700000-e 505 Class Iv Subgrade Stabiliza- 200 Tion Ton 0014 1220000000-e 545 Incidental Stone Base 50 Sy 0015 1330000000-e 607 Incidental Milling 230 Ton 0016 1491000000-e 610 Asphalt Conc Base Course, Type 225 b25.0c Ton 0017 1503000000-e 610 Asphalt Conc Intermediate 325 Course, Type i19.0c Ton 0018 1519000000-e 610 Asphalt Conc Surface Course, 475 Type s9.5b 0019 1575000000-e 620 Asphalt Binder For Plant Mix 60 Ea 0020 2000000000-n 806 Right-Of-Way Markers 8 Ea 0021 2286000000-n 840 Masonry Drainage Structures 6 Ea 0022 2367000000-n 840 Frame With Two Grates, Std 6 840.29 Lf 0023 2556000000-e 846 Shoulder Berm Gutter 360 Lf 0024 3030000000-e 862 Steel Beam Guardrail 325 Ea 0025 3150000000-n 862 Additional Guardrail Posts 5 Ea 0026 3215000000-n Sp Guardrail Anchor Units, Type 4 Iii Ea 0027 3287000000-n Sp Guardrail End Units, Type Tl-3 4 Ton 0028 3635000000-e 876 Rip Rap, Class Ii 300 Ton 0029 3649000000-e 876 Rip Rap, Class b 210 Sy 0030 3656000000-e 876 Geotextile For Drainage 1,925 0031 4457000000-n Sp Temporary Traffic Control Lump Sum l.s. Traffic Control Lf 0032 4810000000-e 1205 Paint Pavement Marking Lines 6,800 (4") Ea 0033 4900000000-n 1251 Permanent Raised Pavement 20 Markers Lf 0034 6000000000-e 1605 Temporary Silt Fence 2,150 Ton 0035 6006000000-e 1610 Stone For Erosion Control, 35 Class a Ton 0036 6009000000-e 1610 Stone For Erosion Control, 315 Class b Ton 0037 6012000000-e 1610 Sediment Control Stone 435 0038 6015000000-e 1615 Temporary Mulching 1.5 Lb 0039 6018000000-e 1620 Seed For Temporary Seeding 100 Ton 0040 6021000000-e 1620 Fertilizer For Temporary Seed- 0.5 Ing Lf 0041 6024000000-e 1622 Temporary Slope Drains 200 Lf 0042 6029000000-e Sp Safety Fence 260 Cy 0043 6030000000-e 1630 Silt Excavation 150 Sy 0044 6036000000-e 1631 Matting For Erosion Control 7,110 Sy 0045 6037000000-e Sp Coir Fiber Mat 100 Sy 0046 6038000000-e Sp Permanent Soil Reinforcement 190 Mat Lf 0047 6042000000-e 1632 1/4" Hardware Cloth 335 Sy 0048 6048000000-e Sp Floating Turbidity Curtain 205 Ea 0049 6070000000-n 1639 Special Stilling Basins 14 Lf 0050 6071010000-e Sp Wattle 60 Lb 0051 6071020000-e Sp Polyacrylamide (Pam) 100 Acr 0052 6084000000-e 1660 Seeding & Mulching 3 Acr 0053 6087000000-e 1660 Mowing 3 Lb 0054 6090000000-e 1661 Seed For Repair Seeding 50 Ton 0055 6093000000-e 1661 Fertilizer For Repair Seeding 0.25 Lb 0056 6096000000-e 1662 Seed For Supplemental Seeding 50 Ton 0057 6108000000-e 1665 Fertilizer Topdressing 1 Mhr 0058 6114500000-n 1667 Specialized Hand Mowing 10 0059 6117000000-n Sp Response For Erosion Control 19 Ea 0060 6117500000-n Sp Concrete Washout Structure 2 0061 8035000000-n 402 Removal Of Existing Structure Lump Sum l.s. 0062 8065000000-n Sp Asbestos Assessment Lump Sum l.s. Lf 0063 8105520000-e 411 3'-0" Dia Drilled Piers In 42 Soil Lf 0064 8105620000-e 411 3'-0" Dia Drilled Piers Not In 50.7 Soil Lf 0065 8111200000-e 411 Permanent Steel Casing For 40.5 3'-0" Dia Drilled Pier Ea 0066 8112730000-n 450 Pda Testing 1 Ea 0067 8114000000-n 411 Spt Testing 6 Ea 0068 8115000000-n 411 Csl Testing 2 0069 8121000000-n 412 Unclassified Structure Excava- Lump Sum l.s. Tion At Station ******** Station 15+50.00 -l Cy 0070 8182000000-e 420 Class a Concrete (Bridge) 74.9 0071 8210000000-n 422 Bridge Approach Slabs, Station Lump Sum l.s. ************ Station 15+50.00 -l Lb 0072 8217000000-e 425 Reinforcing Steel (Bridge) 22,953 Lb 0073 8238000000-e 425 Spiral Column Reinforcing 2,779 Steel (Bridge) Ea 0074 8328200000-e 450 Pile Driving Equipment Setup 10 For *** Steel Piles Hp 12x53 0075 8364000000-e 450 Hp12x53 Steel Piles 200 Ea 0076 8391000000-n 450 Steel Pile Points 10 Lf 0077 8505000000-e 460 Vertical Concrete Barrier Rail 240.75 Ton 0078 8608000000-e 876 Rip Rap Class Ii (2'-0" Thick) 228 Sy 0079 8622000000-e 876 Geotextile For Drainage 253 0080 8657000000-n 430 Elastomeric Bearings Lump Sum l.s. Lf 0081 8763000000-e 430 3'-0" x 2'-0" Prestressed Conc 1,200 Cored Slabs |
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Project Documents |
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