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Last Updated 08/27/2021 01:17 AM
Project Title

US-30, North Bend - Fremont

Physical Address View project details and contacts
City, State (County) NE   (Dodge County)
Category(s) Heavy and Highway
Sub-Category(s) Paving/Reconstruction
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value $20,000,000 to $100,000,000
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

Group 1 Grading 0001 0030.10 Mobilization 1.000 Lump 0002 1009.00 General Clearing and Grubbing 1.000 Lump 0003 1010.01 Excavation (Established Quantity) 1263.000 Cy 0004 1011.00 Water 73.000 Mgal 0005 1030.00 Earthwork Measured in Embankment 13043.000 Cy 0006 1041.00 Salvaging and Placing Topsoil 24826.000 Sy 0007 1101.00 Remove Pavement 18726.000 Sy 0008 1102.00 Remove Asphalt Surface 146.000 Sy 0009 1701.24 24" Driveway Culvert Pipe, Type 2,3,4,5,6,7 or 8 86.000 Lf 0010 1705.24 24" Round Equivalent Driveway Culvert Pipe, Type 2,3,4 or 5 40.000 Lf 0011 4004.50 Cast Iron Grate and Frame 1290.000 Lb 0012 4105.59 Class 47b-3000 Concrete for Inlet and Junction Box 1.930 Cy 0013 4155.50 Reinforcing Steel for Inlet and Junction Box 150.000 Lb 0014 4310.18 18" Flared-end Section 1.000 Each 0015 4310.24 24" Flared-end Section 4.000 Each 0016 7017.00 Remove Guardrail 819.000 Lf 0017 7106.16 16' Vehicle Gate 7.000 Each 0018 7106.30 30' Vehicle Gate 1.000 Each 0019 P400.18 18" Culvert Pipe, Type 2,5,7 or 8 74.000 Lf Group 3 Concrete Pavement 0020 0030.30 Mobilization 1.000 Lump 0021 1020.09 Flexible Post Delineator, Type I 430.000 Each 0022 1020.10 Flexible Post Delineator, Type Ii 16.000 Each 0023 2001.03 Gravel Surface Course 430.000 Ton 0024 3008.05 Tie Bars 803.000 Each 0025 3017.39 Concrete Class 47b-3000 Median Surfacing 501.000 Sy 0026 3075.52 10" Concrete Pavement, Class 47b-3500 103146.000 Sy 0027 3075.56 10" Doweled Concrete Pavement, Class 47b-3500 375665.000 Sy 0028 3075.72 12" Concrete Pavement, Class 47b-3500 1064.000 Sy 0029 3075.76 12" Doweled Concrete Pavement, Class 47b-3500 3824.000 Sy 0030 3300.50 Portland Cement Concrete Smoothness Testing 1.000 Lump 0031 6133.05 Preformed Waterproofing Membrane, Type 3 18246.000 Sy 0032 7515.27 6" White Wet Reflective Polyurea Pavement Marking, Grooved 150000.000 Lf 0033 7515.28 6" Yellow Wet Reflective Polyurea Pavement Marking, Grooved 115000.000 Lf 0034 7515.38 12" White Wet Reflective Polyurea Pavement Marking, Grooved 5000.000 Lf 0035 7520.06 Arrow, Permanent Pavement Marking 40.000 Each 0036 8022.00 Hydrated Lime 9050.000 Ton 0037 8022.20 Hydrated Lime/warm Mix Asphalt 3000.000 Each 0038 8022.40 Stabilized Subgrade Type Lime 473225.000 Sy 0039 8029.25 Foundation Course 4" 473225.000 Sy 0040 8060.05 Granular Subdrain 2236.000 Each 0041 9005.71 Asphaltic Concrete, Type Slx 3000.000 Ton 0042 9009.86 Surfacing 6" 2560.000 Sy 0043 9021.16 Performance Graded Binder (58v-34) 126.000 Ton 0044 9034.00 Preparation of Intersections and Driveways 2560.000 Sy 0045 9053.00 Tack Coat 3650.000 Gal 0046 9111.00 Water 2037.000 Mgal 0047 9170.00 Earth Shoulder Construction 2298.119 Sta 0048 9173.20 Subgrade Preparation 11429.000 Sy 0049 9179.80 Milling Concrete for Inlays 8.000 Each 0050 9185.77 Rumble Strips, Concrete 2350.000 Sta 0051 9188.50 Surfacing Under Guardrail 1539.000 Sy 0052 9300.38 Rap Incentive Payment 5100.000 Each Group 4 Culverts 0053 0030.40 Mobilization 1.000 Lump 0054 4002.00 Cast Iron Cover and Frame 125.000 Lb 0055 4004.50 Cast Iron Grate and Frame 8580.000 Lb 0056 4035.00 Remove Flared-end Section 2.000 Each 0057 4050.01 Excavation for Pipe, Pipe-arch Culverts, and Headwalls 795.000 Cy 0058 4051.01 Excavation for Box Culverts 512.000 Cy 0059 4101.06 Class 47b-3000 Concrete for Box Culvert 243.030 Cy 0060 4105.59 Class 47b-3000 Concrete for Inlet and Junction Box 20.500 Cy 0061 4151.00 Reinforcing Steel for Box Culvert 26600.000 Lb 0062 4155.50 Reinforcing Steel for Inlet and Junction Box 1779.000 Lb 0063 4310.18 18" Flared-end Section 2.000 Each 0064 4360.15 15" Metal Flared-end Section 6.000 Each 0065 4360.18 18" Metal Flared-end Section 1.000 Each 0066 8010.03 Crushed Rock for Base Course 73.400 Cy 0067 P400.18 18" Culvert Pipe, Type 2,5,7 or 8 194.000 Lf 0068 P402.15 15" Culvert Pipe, Type 3,4,5 or 6 445.000 Lf 0069 P402.18 18" Culvert Pipe, Type 3,4,5 or 6 76.000 Lf Group 5 Seeding 0070 0030.50 Mobilization 1.000 Lump 0071 1111.05 Remove Silt Fence 15000.000 Lf 0072 L001.01 Seeding, Type a 5.000 Acre 0073 L001.02 Seeding, Type B 71.000 Acre 0074 L006.00 Cover Crop Seeding 78.000 Acre 0075 L019.13 Erosion Control, Class 1d 9837.000 Sy 0076 L019.20 Erosion Control, Class 2a 294.000 Sy 0077 L019.21 Erosion Control, Class 2b 153.000 Sy 0078 L022.11 Fabric Silt Fence-low Porosity 5329.000 Lf 0079 L022.12 Fabric Silt Fence-high Porosity 108.000 Lf 0080 L022.73 Silt Fence Cleanout 32600.000 Lf 0081 L032.75 Mulch 152.000 Ton Group 6 Bridge at Sta 849+04.22 0082 0030.60 Mobilization 1.000 Lump 0083 1010.01 Excavation (Established Quantity) 4000.000 Cy 0084 1043.50 Riprap Filter Fabric 106.000 Sy 0085 3050.15 Concrete for Pavement Approaches Class 47bd-4000 198.900 Cy 0086 3051.10 Epoxy Coated Reinforcing Steel for Pavement Approaches 38186.000 Lb 0087 6000.10 Abutment No.1 Excavation 1.000 Lump 0088 6000.11 Abutment No.2 Excavation 1.000 Lump 0089 6001.00 Bent No.1 Excavation 1.000 Lump 0090 6001.51 Bent No.2 Excavation 1.000 Lump 0091 6004.48 Bridge Joint Nosing 26.100 Cf 0092 6005.32 Preformed Expansion Joint, Type a 113.800 Lf 0093 6005.65 Expansion Bearing, Ptfe Type 10.000 Each 0094 6005.83 Fixed Bearing 20.000 Each 0095 6010.22 Class 47b-3000 Concrete for Bridge 263.300 Cy 0096 6010.26 Class 47bd-4000 Concrete for Bridge 494.400 Cy 0097 6011.11 Precast/prestressed Concrete Superstructure at Station 849+04.22 1.000 Lump 0098 6080.00 Structural Steel for Substructure 220.000 Lb 0099 6105.02 Rock Riprap, Type B 210.000 Ton 0100 6131.50 Epoxy Coated Reinforcing Steel 137455.000 Lb 0101 6139.50 Subsurface Drainage Matting 66.000 Sy 0102 6210.14 Hp 12 Inch X 53 Lb Steel Piling 4170.000 Lf 0103 6251.00 Test Pile 4.000 Each 0104 6310.00 Steel Sheet Piling 3300.000 Sf 0105 8091.00 Granular Backfill 235.000 Cy Group 6a Bridge at Sta 849+04.22 0106 0030.60 Mobilization 1.000 Lump 0107 1010.01 Excavation (Established Quantity) 4000.000 Cy 0108 1043.50 Riprap Filter Fabric 106.000 Sy 0109 3050.15 Concrete for Pavement Approaches Class 47bd-4000 204.700 Cy 0110 3051.10 Epoxy Coated Reinforcing Steel for Pavement Approaches 39011.000 Lb 0111 6000.10 Abutment No.1 Excavation 1.000 Lump 0112 6000.11 Abutment No.2 Excavation 1.000 Lump 0113 6001.00 Bent No.1 Excavation 1.000 Lump 0114 6001.51 Bent No.2 Excavation 1.000 Lump 0115 6004.48 Bridge Joint Nosing 26.100 Cf 0116 6005.32 Preformed Expansion Joint, Type a 113.800 Lf 0117 6005.65 Expansion Bearing, Ptfe Type 10.000 Each 0118 6005.83 Fixed Bearing 20.000 Each 0119 6010.22 Class 47b-3000 Concrete for Bridge 263.300 Cy 0120 6010.26 Class 47bd-4000 Concrete for Bridge 494.400 Cy 0121 6011.11 Precast/prestressed Concrete Superstructure at Station 849+04.22 1.000 Lump 0122 6080.00 Structural Steel for Substructure 220.000 Lb 0123 6105.02 Rock Riprap, Type B 210.000 Ton 0124 6131.50 Epoxy Coated Reinforcing Steel 137455.000 Lb 0125 6139.50 Subsurface Drainage Matting 66.000 Sy 0126 6210.14 Hp 12 Inch X 53 Lb Steel Piling 4170.000 Lf 0127 6251.00 Test Pile 4.000 Each 0128 6310.00 Steel Sheet Piling 3300.000 Sf 0129 8091.00 Granular Backfill 235.000 Cy Group 6b Bridge at Sta 852+08.50 0130 0030.60 Mobilization 1.000 Lump 0131 1010.01 Excavation (Established Quantity) 90.000 Cy 0132 3050.15 Concrete for Pavement Approaches Class 47bd-4000 204.700 Cy 0133 3051.10 Epoxy Coated Reinforcing Steel for Pavement Approaches 39011.000 Lb 0134 6000.10 Abutment No.1 Excavation 1.000 Lump 0135 6000.11 Abutment No.2 Excavation 1.000 Lump 0136 6004.48 Bridge Joint Nosing 26.100 Cf 0137 6005.33 Preformed Expansion Joint, Type B 113.800 Lf 0138 6005.65 Expansion Bearing, Ptfe Type 5.000 Each 0139 6005.83 Fixed Bearing 5.000 Each 0140 6010.22 Class 47b-3000 Concrete for Bridge 136.200 Cy 0141 6010.26 Class 47bd-4000 Concrete for Bridge 178.700 Cy 0142 6011.11 Precast/prestressed Concrete Superstructure at Station 852+08.50 Lt 1.000 Lump 0143 6052.52 Access Bridge at Sta 852+08.50 Lt 1.000 Lump 0144 6131.50 Epoxy Coated Reinforcing Steel 40428.000 Lb 0145 6139.50 Subsurface Drainage Matting 66.000 Sy 0146 6210.14 Hp 12 Inch X 53 Lb Steel Piling 2730.000 Lf 0147 6251.00 Test Pile 2.000 Each 0148 6310.00 Steel Sheet Piling 3300.000 Sf 0149 8091.00 Granular Backfill 235.000 Cy 0150 L020.50 Transition Mat 835.000 Sy Group 6c Bridge at Sta 852+08.50 0151 0030.60 Mobilization 1.000 Lump 0152 1010.01 Excavation (Established Quantity) 90.000 Cy 0153 3050.15 Concrete for Pavement Approaches Class 47bd-4000 198.900 Cy 0154 3051.10 Epoxy Coated Reinforcing Steel for Pavement Approaches 38186.000 Lb 0155 6000.10 Abutment No.1 Excavation 1.000 Lump 0156 6000.11 Abutment No.2 Excavation 1.000 Lump 0157 6004.48 Bridge Joint Nosing 26.100 Cf 0158 6005.33 Preformed Expansion Joint, Type B 113.800 Lf 0159 6005.65 Expansion Bearing, Ptfe Type 5.000 Each 0160 6005.83 Fixed Bearing 5.000 Each 0161 6010.22 Class 47b-3000 Concrete for Bridge 136.200 Cy 0162 6010.26 Class 47bd-4000 Concrete for Bridge 178.700 Cy 0163 6011.11 Precast/prestressed Concrete Superstructure at Station 852+08.50 Rt 1.000 Lump 0164 6052.52 Access Bridge at Sta 852+08.50 Rt 1.000 Lump 0165 6131.50 Epoxy Coated Reinforcing Steel 40428.000 Lb 0166 6139.50 Subsurface Drainage Matting 66.000 Sy 0167 6210.14 Hp 12 Inch X 53 Lb Steel Piling 2730.000 Lf 0168 6251.00 Test Pile 2.000 Each 0169 6310.00 Steel Sheet Piling 3300.000 Sf 0170 8091.00 Granular Backfill 235.000 Cy 0171 L020.50 Transition Mat 835.000 Sy Group 6d Bridge at Sta 1108+11.00 0172 0030.60 Mobilization 1.000 Lump 0173 1043.50 Riprap Filter Fabric 190.000 Sy 0174 3050.15 Concrete for Pavement Approaches Class 47bd-4000 216.100 Cy 0175 3051.10 Epoxy Coated Reinforcing Steel for Pavement Approaches 37546.000 Lb 0176 6000.10 Abutment No.1 Excavation 1.000 Lump 0177 6000.11 Abutment No.2 Excavation 1.000 Lump 0178 6000.24 Pier No.5 Excavation 1.000 Lump 0179 6001.00 Bent No.1 Excavation 1.000 Lump 0180 6001.01 Bent No.2 Excavation 1.000 Lump 0181 6001.02 Bent No.3 Excavation 1.000 Lump 0182 6001.53 Bent No.4 Excavation 1.000 Lump 0183 6001.55 Bent No.6 Excavation 1.000 Lump 0184 6001.56 Bent No.7 Excavation 1.000 Lump 0185 6001.57 Bent No.8 Excavation 1.000 Lump 0186 6001.58 Bent No.9 Excavation 1.000 Lump 0187 6001.59 Bent No.10 Excavation 1.000 Lump 0188 6004.55 Finger Expansion Joint 113.100 Lf 0189 6005.65 Expansion Bearing, Ptfe Type 55.000 Each 0190 6005.83 Fixed Bearing 5.000 Each 0191 6010.22 Class 47b-3000 Concrete for Bridge 1302.600 Cy 0192 6010.26 Class 47bd-4000 Concrete for Bridge 2102.900 Cy 0193 6011.11 Precast/prestressed Concrete Superstructure at Station 1108+11.00 1.000 Lump 0194 6080.00 Structural Steel for Substructure 2940.000 Lb 0195 6105.02 Rock Riprap, Type B 170.000 Ton 0196 6131.50 Epoxy Coated Reinforcing Steel 604919.000 Lb 0197 6139.50 Subsurface Drainage Matting 130.000 Sy 0198 6210.14 Hp 12 Inch X 53 Lb Steel Piling 17080.000 Lf 0199 6251.00 Test Pile 12.000 Each 0200 6310.00 Steel Sheet Piling 5346.000 Sf 0201 8091.00 Granular Backfill 360.000 Cy Group 6e Bridge at Sta 1108+11.00 0202 0030.60 Mobilization 1.000 Lump 0203 1043.50 Riprap Filter Fabric 190.000 Sy 0204 3050.15 Concrete for Pavement Approaches Class 47bd-4000 216.100 Cy 0205 3051.10 Epoxy Coated Reinforcing Steel for Pavement Approaches 37546.000 Lb 0206 6000.10 Abutment No.1 Excavation 1.000 Lump 0207 6000.11 Abutment No.2 Excavation 1.000 Lump 0208 6000.24 Pier No.5 Excavation 1.000 Lump 0209 6001.00 Bent No.1 Excavation 1.000 Lump 0210 6001.01 Bent No.2 Excavation 1.000 Lump 0211 6001.02 Bent No.3 Excavation 1.000 Lump 0212 6001.53 Bent No.4 Excavation 1.000 Lump 0213 6001.55 Bent No.6 Excavation 1.000 Lump 0214 6001.56 Bent No.7 Excavation 1.000 Lump 0215 6001.57 Bent No.8 Excavation 1.000 Lump 0216 6001.58 Bent No.9 Excavation 1.000 Lump 0217 6001.59 Bent No.10 Excavation 1.000 Lump 0218 6004.55 Finger Expansion Joint 113.100 Lf 0219 6005.65 Expansion Bearing, Ptfe Type 55.000 Each 0220 6005.83 Fixed Bearing 5.000 Each 0221 6010.22 Class 47b-3000 Concrete for Bridge 1302.600 Cy 0222 6010.26 Class 47bd-4000 Concrete for Bridge 2102.900 Cy 0223 6011.11 Precast/prestressed Concrete Superstructure at Station 1108+11.00 1.000 Lump 0224 6080.00 Structural Steel for Substructure 2940.000 Lb 0225 6105.02 Rock Riprap, Type B 170.000 Ton 0226 6131.50 Epoxy Coated Reinforcing Steel 604919.000 Lb 0227 6139.50 Subsurface Drainage Matting 130.000 Sy 0228 6210.14 Hp 12 Inch X 53 Lb Steel Piling 17380.000 Lf 0229 6251.00 Test Pile 12.000 Each 0230 6310.00 Steel Sheet Piling 5346.000 Sf 0231 8091.00 Granular Backfill 360.000 Cy Group 7 Guardrail 0232 0030.70 Mobilization 1.000 Lump 0233 7011.20 W-beam Guardrail 1637.500 Lf 0234 7020.00 Bridge Approach Sections 14.000 Each 0235 7024.25 Guardrail End Treatment, Type I 14.000 Each Group 8b Electrical 0236 0030.80 Mobilization 1.000 Lump 0237 A001.12 Pull Box, Type Pb-5 1.000 Each 0238 A001.16 Pull Box, Type Pb-6 2.000 Each 0239 A009.60 Street Lighting Unit, Type Sl-bt-40-12-led20 5.000 Each 0240 A009.61 Street Lighting Unit, Type Sl-bt-45-12-led40 14.000 Each 0241 A020.30 Lighting Control Center, Type R 2.000 Each 0242 A070.10 1 1/2-inch Conduit in Trench 3410.000 Lf 0243 A072.10 1 1/2-inch Conduit Under Roadway 740.000 Lf 0244 A080.22 Street Lighting Cable, No. 6 Bare 4150.000 Lf 0245 A080.24 Street Lighting Cable, No. 6 Use 8300.000 Lf 0246 A082.34 Direct Burial Cable, No. 6 Use 1120.000 Lf 0247 A610.40 Remove Temporary Lighting System No. 1 1.000 Each 0248 A780.10 Crossover Lighting System No. 1 1.000 Each 0249 A780.11 Crossover Lighting System No. 2 1.000 Each 0250 A780.11 Crossover Lighting System No. 3 1.000 Each 0251 A800.53 Operation and Maintenance of Crossover Lighting System No. 1 885.000 Day 0252 A800.55 Operation and Maintenance of Temporary Lighting System No. 1 435.000 Day 0253 A800.59 Operation and Maintenance of Crossover Lighting System No. 2 885.000 Day 0254 A800.59 Operation and Maintenance of Crossover Lighting System No. 3 670.000 Day 0255 A800.76 Remove Crossover Lighting System No. 1 1.000 Each 0256 A800.76 Remove Crossover Lighting System No. 2 1.000 Each 0257 A800.76 Remove Crossover Lighting System No. 3 1.000 Each Group 8c Signing 0258 0030.80 Mobilization 1.000 Lump 0259 7322.00 Type B Sign 291.000 Sf 0260 7340.00 Structural Steel for Sign Supports 2716.000 Lb 0261 7360.24 24" Sign Support Footing 4.000 Each 0262 7360.36 36" Sign Support Footing 2.000 Each 0263 7390.00 Remove Sign and Post 2.000 Each 0264 7390.10 Remove Sign, Post, and Footing 1.000 Each Group 10 General Items 0265 0001.08 Barricade, Type Ii 263000.000 Bday 0266 0001.10 Barricade, Type Iii 19300.000 Bday 0267 0001.75 Temporary Sign Day 3000.000 Each 0268 0001.90 Sign Day 101200.000 Each 0269 0002.18 4" White Removable Wet Reflective Tape, Type 4 6200.000 Lf 0270 0002.19 4" Yellow Removable Wet Reflective Tape, Type 4 6550.000 Lf 0271 0002.28 Temporary Pavement Marking Removal 60000.000 Lf 0272 0002.30 Pavement Marking Removal 15000.000 Lf 0273 0002.44 Temporary Pavement Marking, Type Paint 60000.000 Lf 0274 0002.47 Temporary Pavement Marking Surface Preparation 60000.000 Lf 0275 0002.84 Tubular Post Curb System 600.000 Lf 0276 0002.85 Tubular Post 125.000 Each 0277 0002.87 Channelizing Block 250.000 Each 0278 0002.97 Flashing Arrow Panel 3300.000 Day 0279 0003.10 Flagging 20.000 Day 0280 0005.10 Traffic Control Management 1150.000 Day 0281 0010.04 Field Office 1.000 Each 0282 0020.00 Training 100.000 Hour 0283 0030.00 Mobilization 1.000 Lump 0284 1017.70 Construction Staking 1.000 Lump 0285 1995.00 Stabilized Construction Exit 4.000 Each 0286 9110.01 Rental of Loader, Fully Operated 5.000 Hour 0287 9110.03 Rental of Dump Truck, Fully Operated 5.000 Hour 0288 9110.07 Rental of Skid Loader, Fully Operated 5.000 Hour 0289 9110.27 Rental of Crawler Mounted Hydraulic Excavator, Fully Operated 5.000 Hour 0290 L006.50 Temporary Seeding 4.000 Acre 0291 L022.75 Temporary Silt Check 1400.000 Lf 0292 L022.92 Temporary Earth Check 1000.000 Lf 0293 L032.70 Temporary Mulch 78.000 Ton 0294 L860.50 Environmental Commitments - Contractor Compliance 1.000 Lump 0295 L860.51 Environmental Incentive 1.000 Each 0296 L860.52 Environmental Disincentive 1.000 Cday

Details

Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 - Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 - Utilities, Storm Drainage Utilities, Storm Drainage Structures.

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Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents