Bid Opening: March 21, 2024 at 10:30 AM PID 119012 PUT TR 2 - 3.530 SFN 6932401 RG Zachrich Construction Item Description 201E11000 Clearing and Grubbing 202E11203 Portions of Structure Removed, Over 20 Foot Span, As Per Plan 202E23000 Pavement Removed 203E10000 Excavation 203E20000 Embankment 204E10000 Subgrade Compaction 606E15051 Guardrail, Type MGS, As Per Plan 606E35003 MGS Bridge Terminal Assembly, Type 1, As Per Plan 606E25550 Anchor Assembly, MGS Type A 606E20000 Flared End Section 832E30000 Erosion Control 832E15000 Storm Water Pollution Prevention Plan 832E15002 Storm Water Pollution Prevention Inspections 832E15010 Storm Water Pollution Prevention Inspection Software 659E10000 Seeding and Mulching 659E20000 Commercial Fertilizer 659E35000 Water 304E20001 Aggregate Base, As Per Plan 301E46001 Asphalt Concrete Base, PG64-22, As Per Plan 407E10000 Tack Coat (0.10 Gal/SY) 408E10001 Prime Coat (0.40 Gal/SY) 411E10001 3" Stabilized Crushed Aggregate, As Per Plan 441E50101 Asphalt Concrete Surface Course, Type 1 (448), PG 64-22, As Per Plan 441E50201 Asphalt Concrete Intermediate Course, Type 1 (448), PG 64-22, As Per Plan 202E23500 Wearing Course Removed 503E21301 Unclassified Excavation, As Per Plan 509E10000 Epoxy Coated Reinforcing Steel 510E10000 Dowel Holes with Nonshrink, Nonmetallic Grout 511E45710 Class QC1 Concrete, Abutment 512E10100 Sealing of Concrete Surfaces (Epoxy-Urethane) 512E33011 Type 3 Waterproofing, As Per Plan 515E10030 Prestressed Concrete Non-composite Box Beam Bridge Members, Level 1, B17x48 (24'-0" Long) 516E13900 2" Preformed Expansion Joint Filler 516E25000 Nylon Reinforced Neoprene Sheeting 516E41100 1/8" Preformed Bearing Pad 516E43201 Elastomeric Bearing with Internal Laminates Only (Neoprene), As Per Plan (6.5"x6.5"x1.124") 517E70000 Railing (Twin Steel Tube) 518E21100 Porous Backfill 518E22300 Special- Stainless Steel Drip Strip 643E00100 Edge Line, 4" 643E00300 Center Line 614E11000 Maintaining Traffic 623E10000 Construction Layout Stakes and Surveying 623E50000 Preconstruction Survey Monument Verification and Report 623E51000 Post Construction Survey Monument Verification and Report 624E10000 Mobilization TOTAL Quantity Units 1.00 LUMP 1.00 LUMP 241.00 SY 136.00 CY 42.00 CY 350.00 SY 50.00 FT 4.00 EACH 2.00 EACH 2.00 EACH 3,000.00 EACH 1.00 LUMP 1.00 LUMP 1.00 LUMP 263.00 SY 0.03 TON 0.60 M GAL 118.00 TON 114.00 TON 65.00 GAL 140.00 GAL 10.00 TON 27.00 TON 42.00 TON 61.00 SY 1.00 LUMP 237.00 LB 48.00 EACH 3.00
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