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SCHEDULE A TO SUBCONTRACT <br /> SCHEDULE OF SUBCONTRACT WORK ITEMS <br /> BY AND BETWEEN <br /> INTERSTATE HIGHWAY CONSTRUCTION,INC. <br /> AND <br /> AMES CONSTRUCTION,INC. <br /> IHC Job#3097 <br /> Subcontractor shall furnish labor,material,tools,equipment and do all things necessary to perform the work herein described in <br /> accordance with the specifications and shown on the drawings and shall be paid therefore in accordance with the prices set forth <br /> herein. All items are complete according to the Contract unless otherwise stated in Schedule B. <br /> Approx <br /> Line Item Description Quantity Unit Unit Price Extension <br /> 0020 201-00001 Clearing and Grubbing.., 181 ACRE <br /> 0030.1 202-00000 Removal of Livestock Panels 8 EACH <br /> 0030.2 202-00000 Removal of Concrete Bollards 2 EACH <br /> 00303 1 202-00000 Removal of Log Entrance 1 EACH <br /> 0030.4 202-00000 Removal of Brick Pillars Entrance 2 EACH <br /> 0030.5 202-00000 Removal of Concrete Drop Structure(Large) 1 EACH ` <br /> 0030.6 202.00000 Removal of Concrete Drop Structure 4 EACH O <br /> 0030.7 202-00000 Removal of Concrete Markers 83 EACH <br /> 0040 202-00010 Removal of Tree 220 EACH <br /> 0060 202-00025 Removal of Ditch Lining 3,216 LF <br /> 0070 202-OD033 Removal of Pipe incl.End Sections) 50 EACH <br /> 0110 202-00210 Removal of Concrete Pavement 700 SY <br /> 0120 202-00220 Removal of Asphalt Mat 457.750 SY <br /> 0160 202-00400 Removal of Bridge(complete-Incl.All Railing,Piling,Walls,Etc. 2 EACH <br /> 0290 202-06000 Removal of Detour 35,000 SY <br /> 0300 203-00010 Unclassified Excavation(Complete In Place 446,100 CY <br /> 0305A 203-00040 2 Foot Overexcavation Non-R40 to Waste) 230,000 CY <br /> 0305.2 203.00040 Embankment Material R-40 Import) 230,000 CY <br /> 0320 203-00100 Muck Excavation w/Select Borrow Only 50,000 CY <br /> 0370 207-00205 Topsoil 72,730 CY <br /> 0380 207-00210 Stockpile Topsoil 72,730 CY <br /> 0390 207-00305 Wetland Topsoil 1,613 CY <br /> 04DO 207-00310 Stock ile Wetland Topsoil 1,613 CY <br /> 0420 208-00004 Silt Berm 70,000 LF <br /> 0770A 304-06007 AVqrate Base Course Class 6 (Virgin or Crushed Stone 78,979 CY <br /> 07702 304-06007 Aggregate Base Course Class 6) RAP-ATC 5 102,D00 CY <br /> 0860 420-00300 Geotextile Reinforcement-Alt Drainage/Scour Protection 16,221 SY <br /> 0880 506-00000 Ri ra 12IN 3,848 CY <br /> 0890 506-00030 Grouted Riprap 10 EACH <br /> 0900 507-00550 Concrete Lined Ditch 1.500 LF <br /> 0910 507-00750 Irrigation Ditch System 1,500 LF <br /> 0950 603-01180 18 Inch Reinforced Concrete Pie 1.920 LF <br /> 0960 603-01240 24 Inch Reinforced Concrete Pie 1,920 LF <br /> 0970 603-01360 36 Inch Reinforced Concrete Pipe 6,464 LF <br /> 0980 603-05018 118 Inch Reinforced Concrete End Section 75 EACH <br /> 0990 603-05024 24 Inch Reinforced Concrete End Section 75 EACH <br /> 1000 1 603.0503E 136 Inch Reinforced Concrete End Section 146 EACH <br /> Latham Ditch Structure <br /> 10101 603-10000 Structure Excavation 12 CY <br /> 1010.2 603-10000 Structure Backfill Class 1) 277 CY <br /> 10103 603-10000 Structure Backfill Class 2 62 CY <br /> 1010A 603-10000 Shoring 1 LS <br /> 10105 603-10000 Temporary Diversions 1 LS <br /> 1010.E 1 603-10000 Pile Tip 16 EACH <br /> 10107 1 603-10000 Steel Piling HP 12x74 576 LF <br /> 1010.8 603-1D000 Bridge Drain 2 EACH <br /> 1010.9 603-10000 Waterproofing Membrane 700 SY <br /> 1010.10 603.10000 Bridge Expansion Device 04 Inch 190 LF <br /> 1010.11 603-10000 Concrete Class D Bride 3501 CY <br /> 1010.12 603-10000 Reinforcing Steal(Bridge) 36,0001 LB <br /> Page 1 of 4 <br />