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Last Updated | 03/06/2022 10:55 PM |
Project Title | Resurface Old Seward Highway From Dimond Boulevard to Dowling Road |
Physical Address | View project details and contacts |
City, State (County) | State-Wide: AK |
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 | $2,500,000 to $5,000,000 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | Project will resurface Old Seward Highway from Dimond Boulevard to Dowling Road. Project work includes resurfacing, roadside hardware, drainage improvements, intersection improvements, and ADA improvements 10 202.0002.0000 Removal of Pavement 2,300 Square Yard 20 202.0003.0000 Removal of Sidewalk 1,400 Square Yard 30 202.0007.0000 Removal of Junction Box 4 Each 40 202.0009.0000 Removal of Curb and Gutter 2,500 Linear Foot 50 202.2023.0000 Pavement Planing 74,000 Square Yard 60 203.0003.0000 Unclassified Excavation 337 Cubic Yard 70 203.0006.000A Borrow, Type A 466 Ton 80 203.2038.0000 Ditch Linear Grading 3.4 Station 90 301.0001.00D1 Aggregate Base Course, Grading D-1 650 Ton 100 306.0001.0000 ATB 184 Ton 110 306.0002.6440 Asphalt Binder, Grade PG 64-40 E 10 Ton 120 402.0001.STE1 STE-1 Asphalt for Tack Coat 22 Ton 130 408.2001.00VH HMA, Type VH 8,000 Ton 140 408.2004.6440 Asphalt Binder, Grade PG 64-40 E 424 Ton 150 408.2015.0000 Asphalt Material Price Adjustment All Required Contingent Sum Contingent Sum $0.00 160 408.2022.0000 Combined Price Adjustment All Required Contingent Sum Contingent Sum $80,000.00 170 604.0004.0000 Adjust Existing Manhole 16 Each 180 604.0012.0000 Replace Inlet Frame and Grate 3 Each 190 606.2001.0000 Steel Bollard, Fixed 5 Each 200 608.0001.0004 Concrete Sidewalk, 4 inches thick 466 Square Yard 210 608.0006.0000 Curb Ramp 64 Each 220 608.2002.0000 Asphalt Pathway 84 Ton 230 609.0002.0001 Curb and Gutter, Type 1 2,500 Linear Foot 240 615.0001.0000 Standard Sign 268 Square Foot 250 615.0006.0000 Salvage Sign 36 Each 260 618.0002.0000 Seeding - Standard 45 Pound 270 618.0003.0000 Water for Seeding 34 Mega Gallon 280 618.2002.000B Seeding - Wetland 6 Pound 290 620.0001.0000 Topsoil 4,200 Square Yard 300 626.2013.0000 Adjust Sanitary Sewer Cleanout 1 Each 310 627.0010.0000 Adjustment of Valve Box 78 Each 320 639.2000.0000 Approach 26 Each 330 640.0001.0000 Mobilization and Demobilization All Required Lump Sum Lump Sum Erosion, Sediment and Pollution Control 340 641.0001.0000 Administration All Required Lump Sum Lump Sum Temporary Erosion, Sediment and 350 641.0005.0000 Pollution Control by Directive All Required Contingent Sum Contingent Sum $150,000.00 360 641.0006.0000 Withholding All Required Contingent Sum Contingent Sum $0.00 370 641.0007.0000 SWPPP Manager All Required Lump Sum Lump Sum 380 642.0001.0000 Construction Surveying All Required Lump Sum Lump Sum 390 642.0003.0000 Three Person Survey Party 50 Hour 400 642.0011.0000 Adjust Existing Monument Case 9 Each 410 643.0002.0000 Traffic Maintenance All Required Lump Sum Lump Sum 420 643.0003.0000 Permanent Construction Signs All Required Lump Sum Lump Sum 430 643.0023.0000 Traffic Price Adjustment All Required Contingent Sum Contingent Sum $0.00 440 643.0025.0000 Traffic Control All Required Contingent Sum Contingent Sum $400,000.00 450 643.0032.0000 Flagging All Required Contingent Sum Contingent Sum $250,000.00 460 644.0001.0000 Field Office All Required Lump Sum Lump Sum 470 644.2004.0000 Engineering Communications All Required Contingent Sum Contingent Sum $5,000.00 480 646.0001.0000 CPM Scheduling All Required Lump Sum Lump Sum Backhoe, 4WD, 1 CY Bucket, 75-HP 490 647.2002.0000 Minimum, 15 ft Depth All Required Contingent Sum Contingent Sum $25,000.00 500 660.2004.0000 Adjust Junction Box 12 Each 510 660.2005.001A Junction Box, Type 1A 3 Each 520 660.2008.0000 Traffic Loop Replacement All Required Contingent Sum Contingent Sum $60,000.00 530 669.2000.0000 Traffic Data - Site H2 All Required Lump Sum Lump Sum 540 670.2000.0000 MMA Pavement Markings All Required Lump Sum Lump Sum 550 682.2000.0000 Vac-Truck Pothole All Required Contingent Sum Contingent Sum $20,000.00 |
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