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Last Updated 10/14/2021 06:49 AM
Project Title

Concrete Pavement, Bridges -US-275, Scribner North and South

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

0001 0030.10 Mobilization 1.000 Lump 0002 1000.00 Large Tree Removal 140.000 Each 0003 1009.00 General Clearing And Grubbing 1.000 Lump 0004 1010.00 Excavation 326308.000 Cy 0005 1010.10 Excavation, Borrow 1236738.000 Cy 0006 1011.00 Water 6252.000 Mgal 0007 1012.00 Right-Of-Way Markers 285.000 Each 0008 1041.00 Salvaging And Placing Topsoil 925109.000 Sy 0009 1043.50 Riprap Filter Fabric 108.000 Sy 0010 1101.00 Remove Pavement 48429.000 Sy 0011 1102.00 Remove Asphalt Surface 31714.000 Sy 0012 1124.00 Remove Building At Station 6214+43 Lt/Rt 1.000 Each 0013 1124.00 Remove Building At Station 6214+62 Lt 1.000 Each 0014 1130.70 Pond Skimmer 1.000 Each 0015 1136.01 Remove Levee Access Gate 7.000 Each 0016 1600.00 Monitoring Instrumentation 1.000 Lump 0017 1701.24 24" Driveway Culvert Pipe, Type 2,3,4,5,6,7 Or 8 667.000 Lf 0018 1701.36 36" Driveway Culvert Pipe, Type 2,3,4,5,6,7 Or 8 249.000 Lf 0019 1702.48 48" Driveway Culvert Pipe, Type 2,3,4,5,7 Or 8 150.000 Lf 0020 1702.49 42" Driveway Culvert Pipe, Type 2,3,4,5,7 Or 8 112.000 Lf 0021 1705.18 18" Round Equivalent Driveway Culvert Pipe, Type 2,3,4 Or 5 170.000 Lf 0022 3089.50 Surface Preparation 4229.000 Sy 0023 3089.80 Flowable Fill Concrete 154.200 Cy 0024 4004.50 Cast Iron Grate And Frame 3960.000 Lb 0025 4018.00 Tapping Existing Structure 1.000 Each 0026 4045.00 Remove Structure At Station 2822+30 Lt 1.000 Each 0027 4050.01 Excavation For Pipe, Pipe-Arch Culverts, And Headwalls 734.000 Cy 0028 4100.06 Class 47b-3000 Concrete For Headwall 8.800 Cy 0029 4105.59 Class 47b-3000 Concrete For Inlet And Junction Box 52.400 Cy 0030 4150.00 Reinforcing Steel For Headwall 1488.000 Lb 0031 4155.50 Reinforcing Steel For Inlet And Junction Box 3895.000 Lb 0032 4310.18 18" Flared-End Section 60.000 Each 0033 6105.03 Rock Riprap, Type c 41.000 Ton 0034 6603.00 Dewatering 1.000 Lump 0035 7017.00 Remove Guardrail 1565.000 Lf 0036 7017.50 Remove & Salvage Guardrail 744.000 Lf 0037 7309.90 Remove And Reinstall Levee Access Gate 3.000 Each 0038 p300.48 48" Culvert Pipe, Type 3,4 Or 5 162.000 Lf 0039 p300.60 60" Culvert Pipe, Type 3,4 Or 5 120.000 Lf 0040 p400.18 18" Culvert Pipe, Type 2,5,7 Or 8 5799.000 Lf Group 3 Concrete Pavement 0041 0002.55 Overlay Broken Lines 63.000 Sta 0042 0002.60 Overlay Solid Lines 125.000 Sta 0043 0030.90 Mobilization 1.000 Lump 0044 1020.09 Flexible Post Delineator, Type i 203.000 Each 0045 1020.10 Flexible Post Delineator, Type Ii 16.000 Each 0046 1020.20 Install Chevrons 24.000 Each 0047 2001.03 Gravel Surface Course 1404.000 Ton 0048 2009.20 Gravel Embedment 9597.000 Sy 0049 2009.52 Crushed Rock Embedment 8464.000 Sy 0050 2010.03 Crushed Rock Surface Course 1367.000 Ton 0051 2011.05 Crushed Rock For Temporary Surfacing 1896.000 Ton 0052 2021.00 Mailbox Post 2.000 Each 0053 3020.24 Concrete Class 47b-3500 Driveway 3385.000 Sy 0054 3031.18 8" Doweled Concrete Base Course 873.000 Sy 0055 3075.36 8" Doweled Concrete Pavement, Class 47b-3500 9550.000 Sy 0056 3075.52 10" Concrete Pavement, Class 47b-3500 44190.000 Sy 0057 3075.56 10" Doweled Concrete Pavement, Class 47b-3500 168232.000 Sy 0058 3075.72 12" Concrete Pavement, Class 47b-3500 1334.000 Sy 0059 3075.76 12" Doweled Concrete Pavement, Class 47b-3500 4840.000 Sy 0060 3300.50 Portland Cement Concrete Smoothness Testing 1.000 Lump 0061 3900.02 Cementitious Material 5999.000 Ton 0062 4005.00 Cast Iron Ring And Cover 350.000 Lb 0063 4015.00 Adjust Manhole To Grade 1.000 Each 0064 4764.34 4" Nonperforated Pipe Underdrain 2073.000 Lf 0065 4764.35 4" Perforated Pipe Underdrain 14729.000 Lf 0066 6133.05 Preformed Waterproofing Membrane, Type 3 8822.000 Sy 0067 7515.27 6" White Wet Reflective Polyurea Pavement Marking, Grooved 65000.000 Lf 0068 7515.28 6" Yellow Wet Reflective Polyurea Pavement Marking, Grooved 57000.000 Lf 0069 7515.38 12" White Wet Reflective Polyurea Pavement Marking, Grooved 7500.000 Lf 0070 7520.06 Arrow, Permanent Pavement Marking 24.000 Each 0071 8022.15 Hydrated Lime/Warm Mix Asphalt For State Maintenance Patching 500.000 Each 0072 8022.20 Hydrated Lime/Warm Mix Asphalt 4660.000 Each 0073 8029.25 Foundation Course 4" 227788.000 Sy 0074 8060.05 Granular Subdrain 819.000 Each 0075 8101.50 Stabilized Subgrade 227788.000 Sy 0076 9002.04 Asphaltic Concrete For State Maintenance Patching, Type Srm 250.000 Ton 0077 9002.09 Asphaltic Concrete For State Maintenance Patching, Type Slx 250.000 Ton 0078 9005.23 Asphaltic Concrete, Type Sps 640.000 Ton 0079 9005.71 Asphaltic Concrete, Type Slx 3370.000 Ton 0080 9005.87 Asphaltic Concrete, Type Srm 1240.000 Ton 0081 9009.00 Placement Of Asphaltic Concrete For Driveways And Intersections 216.000 Sy 0082 9009.75 Temporary Surfacing 10" 4719.000 Sy 0083 9010.68 Asphaltic Concrete For Patching, Type Srm 50.000 Ton 0084 9020.86 Performance Graded Binder (58h-34) For State Maintenance Patching 17.500 Ton 0085 9021.17 Performance Graded Binder (58h-34) 177.660 Ton 0086 9021.18 Performance Graded Binder (58s-34) 20.480 Ton 0087 9034.00 Preparation Of Intersections And Driveways 3601.000 Sy 0088 9053.00 Tack Coat 2690.000 Gal 0089 9111.00 Water 1206.000 Mgal 0090 9170.00 Earth Shoulder Construction 1105.690 Sta 0091 9173.20 Subgrade Preparation 7570.000 Sy 0092 9179.23 Cold Milling, Class 3 19.207 Sta 0093 9179.84 Milling Concrete For Inlays 5859.000 Sy 0094 9185.76 Rumble Strips, Asphalt 36.000 Sta 0095 9185.77 Rumble Strips, Concrete 877.000 Sta 0096 9188.50 Surfacing Under Guardrail 2285.000 Sy 0097 9300.37 Rap Incentive Payment For State Maintenance Patching 850.000 Each 0098 9300.38 Rap Incentive Payment 9010.000 Each 0099 9300.52 Asphalt Pavement Smoothness Testing i/d 1.000 Lump 0100 9300.53 Superpave Quality And Asphalt Smoothness i/d Payment 10075.000 Each Group 4 Culverts 0101 0030.40 Mobilization 1.000 Lump 0102 3089.80 Flowable Fill Concrete 452.630 Cy 0103 4004.50 Cast Iron Grate And Frame 13200.000 Lb 0104 4035.00 Remove Flared-End Section 8.000 Each 0105 4050.01 Excavation For Pipe, Pipe-Arch Culverts, And Headwalls 6068.000 Cy 0106 4051.01 Excavation For Box Culverts 528.000 Cy 0107 4054.68 Temporary Shoring At Station 3008+95 1.000 Lump 0108 4101.06 Class 47b-3000 Concrete For Box Culvert 14.390 Cy 0109 4105.59 Class 47b-3000 Concrete For Inlet And Junction Box 31.600 Cy 0110 4151.00 Reinforcing Steel For Box Culvert 1423.000 Lb 0111 4155.50 Reinforcing Steel For Inlet And Junction Box 2780.000 Lb 0112 4310.15 15" Flared-End Section 2.000 Each 0113 4310.24 24" Flared-End Section 4.000 Each 0114 4310.36 36" Flared-End Section 12.000 Each 0115 4310.42 42" Flared-End Section 2.000 Each 0116 4310.48 48" Flared-End Section 12.000 Each 0117 4310.60 60" Flared-End Section 2.000 Each 0118 4320.60 60" Round Equivalent Flared-End Section 2.000 Each 0119 4360.15 15" Metal Flared-End Section 10.000 Each 0120 p277.60 60" Round Equivalent Culvert Pipe, Type 2 Or 5 60.000 Lf 0121 p316.60 60" Culvert Pipe, Type 2,5 Or 7 152.000 Lf 0122 p400.15 15" Culvert Pipe, Type 2,5,7 Or 8 588.000 Lf 0123 p400.24 24" Culvert Pipe, Type 2,5,7 Or 8 152.000 Lf 0124 p400.36 36" Culvert Pipe, Type 2,5,7 Or 8 666.000 Lf 0125 p400.42 42" Culvert Pipe, Type 2,5,7 Or 8 75.000 Lf 0126 p400.48 48" Culvert Pipe, Type 2,5,7 Or 8 534.000 Lf 0127 p402.15 15" Culvert Pipe, Type 3,4,5 Or 6 432.000 Lf Group 4a Culvert At Station 2974+75.00 0128 0030.40 Mobilization 1.000 Lump 0129 4045.00 Remove Structure At Station 2974+66 Rt 1.000 Each 0130 4051.01 Excavation For Box Culverts 1916.000 Cy 0131 4101.06 Class 47b-3000 Concrete For Box Culvert 640.610 Cy 0132 4151.00 Reinforcing Steel For Box Culvert 78681.000 Lb 0133 8010.03 Crushed Rock For Base Course 157.130 Cy Group 4b Culvert At Station 6205+59.00 0134 0030.40 Mobilization 1.000 Lump 0135 4051.01 Excavation For Box Culverts 191.000 Cy 0136 4101.06 Class 47b-3000 Concrete For Box Culvert 161.260 Cy 0137 4151.00 Reinforcing Steel For Box Culvert 16358.000 Lb 0138 8010.03 Crushed Rock For Base Course 39.620 Cy Group 4c Culvert At Station 6519+20.00 0139 0030.40 Mobilization 1.000 Lump 0140 4051.01 Excavation For Box Culverts 376.000 Cy 0141 4101.06 Class 47b-3000 Concrete For Box Culvert 162.550 Cy 0142 4151.00 Reinforcing Steel For Box Culvert 15394.000 Lb 0143 8010.03 Crushed Rock For Base Course 40.600 Cy Group 4d Water Main 0144 0030.40 Mobilization 1.000 Lump 0145 w202.34 4" Pvc Water Main 4.000 Lf 0146 w202.36 6" Pvc Water Main 28.000 Lf 0147 w219.66 6" Gate Valve And Box 1.000 Each 0148 w221.97 Fire Hydrant 1.000 Each 0149 w358.16 6" x 4" Reducer 1.000 Each 0150 w724.75 Connect To Water Main 1.000 Each 0151 w750.10 Remove Fire Hydrant 1.000 Each 0152 w800.21 Remove Water Main Pipe 17.000 Lf Group 5 Seeding 0153 0030.50 Mobilization 1.000 Lump 0154 1111.05 Remove Silt Fence 35000.000 Lf 0155 l001.01 Seeding, Type a 194.000 Acre 0156 l001.02 Seeding, Type b 35.000 Acre 0157 l001.03 Seeding, Type c 65.000 Acre 0158 l003.03 Seeding Type Levee 43.000 Acre 0159 l006.00 Cover Crop Seeding 372.000 Acre 0160 l019.13 Erosion Control, Class 1d 97441.000 Sy 0161 l019.14 Erosion Control, Class 1e 110223.000 Sy 0162 l019.20 Erosion Control, Class 2a 7080.000 Sy 0163 l022.11 Fabric Silt Fence-Low Porosity 34080.000 Lf 0164 l022.12 Fabric Silt Fence-High Porosity 4378.000 Lf 0165 l022.73 Silt Fence Cleanout 175000.000 Lf 0166 l022.81 Silt Check, Type 1-High 20347.000 Lf 0167 l022.83 Silt Check, Type 2-High 566.000 Lf 0168 l023.10 Turbidity Barrier 1396.000 Lf 0169 l032.75 Mulch 758.000 Ton Group 6 Bridge At Station 2789+00.00-Lt. 0170 0030.60 Mobilization 1.000 Lump 0171 1043.50 Riprap Filter Fabric 249.000 Sy 0172 3050.15 Concrete For Pavement Approaches Class 47bd-4000 207.800 Cy 0173 3051.10 Epoxy Coated Reinforcing Steel For Pavement Approaches 36344.000 Lb 0174 6000.10 Abutment No.1 Excavation 1.000 Lump 0175 6000.11 Abutment No.2 Excavation 1.000 Lump 0176 6004.48 Bridge Joint Nosing 20.100 Cf 0177 6010.22 Class 47b-3000 Concrete For Bridge 164.900 Cy 0178 6010.26 Class 47bd-4000 Concrete For Bridge 61.100 Cy 0179 6011.11 Precast/Prestressed Concrete Superstructure At Station 2789+00.00 1.000 Lump 0180 6040.00 Remove Structure At Station 2789+00.00 Lt 1.000 Each 0181 6052.55 Access Crossing At Station 2789+00.00 Lt 1.000 Lump 0182 6080.00 Structural Steel For Substructure 2409.000 Lb 0183 6095.00 Steel Diaphragm 4.000 Each 0184 6105.02 Rock Riprap, Type b 200.000 Ton 0185 6131.50 Epoxy Coated Reinforcing Steel 26495.000 Lb 0186 6210.50 Pipe Piling 1060.000 Lf 0187 6251.47 Drilled Shaft 420.000 Lf 0188 6310.00 Steel Sheet Piling 3616.000 Sf 0189 8091.00 Granular Backfill 260.000 Cy Group 6a Bridge At Station 2789+00.00-Rt. 0190 0030.60 Mobilization 1.000 Lump 0191 1010.01 Excavation (Established Quantity) 375.000 Cy 0192 1043.50 Riprap Filter Fabric 640.000 Sy 0193 3050.15 Concrete For Pavement Approaches Class 47bd-4000 197.900 Cy 0194 3051.10 Epoxy Coated Reinforcing Steel For Pavement Approaches 36525.000 Lb 0195 6000.10 Abutment No.1 Excavation 1.000 Lump 0196 6000.11 Abutment No.2 Excavation 1.000 Lump 0197 6000.20 Pier No.1 Excavation 1.000 Lump 0198 6000.21 Pier No.2 Excavation 1.000 Lump 0199 6004.98 Asphalt Plug Joint System 81.000 Lf 0200 6010.22 Class 47b-3000 Concrete For Bridge 369.700 Cy 0201 6010.26 Class 47bd-4000 Concrete For Bridge 173.300 Cy 0202 6052.55 Access Crossing At Station 2789+00.00 Rt 1.000 Lump 0203 6080.00 Structural Steel For Substructure 669.000 Lb 0204 6105.02 Rock Riprap, Type b 465.000 Ton 0205 6131.50 Epoxy Coated Reinforcing Steel 87530.000 Lb 0206 6139.50 Subsurface Drainage Matting 44.000 Sy 0207 6210.50 Pipe Piling 960.000 Lf 0208 6251.47 Drilled Shaft 810.000 Lf 0209 6310.00 Steel Sheet Piling 3104.000 Sf 0210 8091.00 Granular Backfill 210.000 Cy Group 6b Bridge At Station 2822+07.00-Lt. 0211 0030.60 Mobilization 1.000 Lump 0212 1043.50 Riprap Filter Fabric 59.000 Sy 0213 3050.15 Concrete For Pavement Approaches Class 47bd-4000 194.100 Cy 0214 3051.10 Epoxy Coated Reinforcing Steel For Pavement Approaches 36480.000 Lb 0215 6000.10 Abutment No.1 Excavation 1.000 Lump 0216 6000.11 Abutment No.2 Excavation 1.000 Lump 0217 6000.20 Pier No.1 Excavation 1.000 Lump 0218 6000.21 Pier No.2 Excavation 1.000 Lump 0219 6004.48 Bridge Joint Nosing 20.000 Cf 0220 6005.32 Preformed Expansion Joint, Type a 89.300 Lf 0221 6005.65 Expansion Bearing, Ptfe Type 16.000 Each 0222 6005.83 Fixed Bearing 8.000 Each 0223 6010.22 Class 47b-3000 Concrete For Bridge 325.300 Cy 0224 6010.26 Class 47bd-4000 Concrete For Bridge 590.900 Cy 0225 6011.11 Precast/Prestressed Concrete Superstructure At Station 2822+07.00 Lt. 1.000 Lump 0226 6080.00 Structural Steel For Substructure 6155.000 Lb 0227 6105.02 Rock Riprap, Type b 615.000 Ton 0228 6131.50 Epoxy Coated Reinforcing Steel 161495.000 Lb 0229 6139.50 Subsurface Drainage Matting 74.000 Sy 0230 6210.14 Hp 12 Inch x 53 Lb Steel Piling 980.000 Lf 0231 6251.47 Drilled Shaft 930.000 Lf 0232 6251.55 Bi-Directional Static Load Test Of Drilled Shafts 1.000 Each 0233 6310.00 Steel Sheet Piling 3375.000 Sf 0234 8091.00 Granular Backfill 420.000 Cy Group 6c Bridge At Station 2822+07.00-Rt. 0235 0030.60 Mobilization 1.000 Lump 0236 1043.50 Riprap Filter Fabric 59.000 Sy 0237 3050.15 Concrete For Pavement Approaches Class 47bd-4000 194.100 Cy 0238 3051.10 Epoxy Coated Reinforcing Steel For Pavement Approaches 36480.000 Lb 0239 6000.10 Abutment No.1 Excavation 1.000 Lump 0240 6000.11 Abutment No.2 Excavation 1.000 Lump 0241 6000.20 Pier No.1 Excavation 1.000 Lump 0242 6000.21 Pier No.2 Excavation 1.000 Lump 0243 6004.48 Bridge Joint Nosing 20.000 Cf 0244 6005.32 Preformed Expansion Joint, Type a 89.300 Lf 0245 6005.65 Expansion Bearing, Ptfe Type 16.000 Each 0246 6005.83 Fixed Bearing 8.000 Each 0247 6010.22 Class 47b-3000 Concrete For Bridge 325.300 Cy 0248 6010.26 Class 47bd-4000 Concrete For Bridge 590.900 Cy 0249 6011.11 Precast/Prestressed Concrete Superstructure At Station 2822+07.00 Rt. 1.000 Lump 0250 6080.00 Structural Steel For Substructure 6155.000 Lb 0251 6105.02 Rock Riprap, Type b 615.000 Ton 0252 6131.50 Epoxy Coated Reinforcing Steel 161495.000 Lb 0253 6139.50 Subsurface Drainage Matting 74.000 Sy 0254 6210.14 Hp 12 Inch x 53 Lb Steel Piling 980.000 Lf 0255 6251.47 Drilled Shaft 930.000 Lf 0256 6251.55 Bi-Directional Static Load Test Of Drilled Shafts 1.000 Each 0257 6310.00 Steel Sheet Piling 3375.000 Sf 0258 8091.00 Granular Backfill 420.000 Cy Group 6d Bridge At Station 2998+24.30-Lt. 0259 0030.60 Mobilization 1.000 Lump 0260 1043.50 Riprap Filter Fabric 1202.000 Sy 0261 3050.15 Concrete For Pavement Approaches Class 47bd-4000 193.600 Cy 0262 3051.10 Epoxy Coated Reinforcing Steel For Pavement Approaches 36265.000 Lb 0263 6000.10 Abutment No.1 Excavation 1.000 Lump 0264 6000.11 Abutment No.2 Excavation 1.000 Lump 0265 6000.20 Pier No.1 Excavation 1.000 Lump 0266 6000.21 Pier No.2 Excavation 1.000 Lump 0267 6004.48 Bridge Joint Nosing 20.000 Cf 0268 6005.32 Preformed Expansion Joint, Type a 89.300 Lf 0269 6005.65 Expansion Bearing, Ptfe Type 8.000 Each 0270 6005.83 Fixed Bearing 16.000 Each 0271 6010.22 Class 47b-3000 Concrete For Bridge 547.900 Cy 0272 6010.26 Class 47bd-4000 Concrete For Bridge 432.100 Cy 0273 6011.11 Precast/Prestressed Concrete Superstructure At Station 2998+24.30 1.000 Lump 0274 6052.58 Access Bridge At Station 2998+24.30 Lt 1.000 Lump 0275 6080.00 Structural Steel For Substructure 2950.000 Lb 0276 6105.02 Rock Riprap, Type b 950.000 Ton 0277 6131.50 Epoxy Coated Reinforcing Steel 130435.000 Lb 0278 6139.50 Subsurface Drainage Matting 162.000 Sy 0279 6210.14 Hp 12 Inch x 53 Lb Steel Piling 800.000 Lf 0280 6251.47 Drilled Shaft 840.000 Lf 0281 6310.00 Steel Sheet Piling 5790.000 Sf 0282 8091.00 Granular Backfill 425.000 Cy Group 6e Bridge At Station 2998+24.30-Rt. 0283 0030.60 Mobilization 1.000 Lump 0284 1043.50 Riprap Filter Fabric 1247.000 Sy 0285 3050.15 Concrete For Pavement Approaches Class 47bd-4000 193.600 Cy 0286 3051.10 Epoxy Coated Reinforcing Steel For Pavement Approaches 36265.000 Lb 0287 6000.10 Abutment No.1 Excavation 1.000 Lump 0288 6000.11 Abutment No.2 Excavation 1.000 Lump 0289 6000.20 Pier No.1 Excavation 1.000 Lump 0290 6000.21 Pier No.2 Excavation 1.000 Lump 0291 6004.48 Bridge Joint Nosing 20.000 Cf 0292 6005.32 Preformed Expansion Joint, Type a 89.300 Lf 0293 6005.65 Expansion Bearing, Ptfe Type 8.000 Each 0294 6005.83 Fixed Bearing 16.000 Each 0295 6010.22 Class 47b-3000 Concrete For Bridge 547.900 Cy 0296 6010.26 Class 47bd-4000 Concrete For Bridge 432.100 Cy 0297 6011.11 Precast/Prestressed Concrete Superstructure At Station 2998+24.30 Rt 1.000 Lump 0298 6040.00 Remove Structure At Station 2998+24.30 Rt 1.000 Each 0299 6052.58 Access Bridge At Station 2998+24.30 Rt 1.000 Lump 0300 6080.00 Structural Steel For Substructure 2950.000 Lb 0301 6105.02 Rock Riprap, Type b 995.000 Ton 0302 6131.50 Epoxy Coated Reinforcing Steel 130435.000 Lb 0303 6139.50 Subsurface Drainage Matting 162.000 Sy 0304 6210.14 Hp 12 Inch x 53 Lb Steel Piling 800.000 Lf 0305 6251.47 Drilled Shaft 840.000 Lf 0306 6310.00 Steel Sheet Piling 5790.000 Sf 0307 8091.00 Granular Backfill 425.000 Cy Group 7 Guardrail 0308 0030.70 Mobilization 1.000 Lump 0309 7011.20 w-Beam Guardrail 2037.500 Lf 0310 7020.00 Bridge Approach Sections 18.000 Each 0311 7024.25 Guardrail End Treatment, Type i 16.000 Each 0312 7024.27 Guardrail End Treatment, Type Ii 2.000 Each Group 8b Electrical 0313 0030.80 Mobilization 1.000 Lump 0314 a001.12 Pull Box, Type Pb-5 5.000 Each 0315 a020.30 Lighting Control Center, Type r 4.000 Each 0316 a070.10 1 1/2-Inch Conduit In Trench 6670.000 Lf 0317 a072.10 1 1/2-Inch Conduit Under Roadway 895.000 Lf 0318 a080.22 Street Lighting Cable, No. 6 Bare 7565.000 Lf 0319 a080.24 Street Lighting Cable, No. 6 Use 15130.000 Lf 0320 a520.64 Street Lighting Unit, Type Sl-Bt-40-12-Led25 38.000 Each Group 8c Signing 0321 0030.80 Mobilization 1.000 Lump 0322 7321.00 Type a Sign 578.500 Sf 0323 7390.00 Remove Sign And Post 48.000 Each 0324 a014.81 2" Perforated Square Steel Tube Post 960.000 Lf Group 10 General Items 0325 0001.08 Barricade, Type Ii 114200.000 Bday 0326 0001.10 Barricade, Type Iii 56500.000 Bday 0327 0001.75 Temporary Sign Day 750.000 Each 0328 0001.90 Sign Day 57000.000 Each 0329 0002.18 4" White Removable Wet Reflective Tape, Type 4 2000.000 Lf 0330 0002.19 4" Yellow Removable Wet Reflective Tape, Type 4 2000.000 Lf 0331 0002.28 Temporary Pavement Marking Removal 2000.000 Lf 0332 0002.30 Pavement Marking Removal 6000.000 Lf 0333 0002.44 Temporary Pavement Marking, Type Paint 120000.000 Lf 0334 0002.47 Temporary Pavement Marking Surface Preparation 120000.000 Lf 0335 0002.97 Flashing Arrow Panel 1175.000 Day 0336 0003.10 Flagging 100.000 Day 0337 0003.50 Concrete Protection Barrier 14350.000 Lf 0338 0003.56 Relocate Concrete Protection Barrier 14350.000 Lf 0339 0003.58 Inertial Barrier System 11.000 Each 0340 0003.64 Replacement Module 16.000 Each 0341 0005.10 Traffic Control Management 974.000 Day 0342 0010.04 Field Office 1.000 Each 0343 0020.00 Training 100.000 Hour 0344 0030.00 Mobilization 1.000 Lump 0345 1011.02 Water For Dust Control 5000.000 Mgal 0346 1017.70 Construction Staking 1.000 Lump 0347 1041.50 Soil Tackifier 10.000 Acre 0348 1995.00 Stabilized Construction Exit 14.000 Each 0349 4022.05 Temporary Slope Drain 1500.000 Lf 0350 9110.01 Rental Of Loader, Fully Operated 75.000 Hour 0351 9110.02 Rental Of Motor Grader, Fully Operated 15.000 Hour 0352 9110.03 Rental Of Dump Truck, Fully Operated 75.000 Hour 0353 9110.07 Rental Of Skid Loader, Fully Operated 75.000 Hour 0354 9110.27 Rental Of Crawler Mounted Hydraulic Excavator, Fully Operated 60.000 Hour 0355 l006.50 Temporary Seeding 14.000 Acre 0356 l007.02 Slope Tracking 20000.000 Sy 0357 l022.70 Silt Trap 30.000 Each 0358 l022.75 Temporary Silt Check 3600.000 Lf 0359 l022.92 Temporary Earth Check 10000.000 Lf 0360 l032.54 Slash Mulch Grinding 10000.000 Cy 0361 l032.57 Slash Mulch Placement 10000.000 Cy 0362 l032.70 Temporary Mulch 307.000 Ton 0363 l860.50 Environmental Commitments - Contractor Compliance 1.000 Lump 0364 l860.51 Environmental Incentive 1.000 Each 0365 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