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No. <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />16 <br />17 <br />18 <br />19 <br />20 <br />21 <br />23 <br />24 <br />25 <br />26 <br />27 <br />28 <br />29 <br />30 <br />31 <br />32 <br />33 <br />34 <br />35 <br />36 <br />37 <br />38 <br />Item <br />Clear and grub trees <br />Remove CMP or RCP culvert <br />Remove bituminous pavement <br />Saw bituminous pavement <br />Relocate mailboxes, sign, etc. <br />Common excavation <br />Common borrow (CV) <br />Topsoil borrow (CV) <br />Subgrade preparation <br />Aggregate base, CL 5,100% crushed <br />Agg.base, CL 5,100% crushed (walk) <br />.‘.gg.base, CL 5.100% crushed(dwy) <br />Type 41 wearing course mixture <br />Type 31 base course mixture <br />Type 41 bit mixture for walk <br />Type 41 bit. material for driveway <br />Bituminous material for tack coat <br />12" PVC pipe culvert, SDR 26 <br />15" CM pipe culvert <br />15" CM pipe apron <br />15" RC pipe culvert (CL 5) <br />15"RCPF.E.S. <br />18" PVC pipe culvert <br />Construct CBMH, Design SP-3 <br />Concrete curb & gutter, Design B618 <br />Furnish & irtstall "No Parking" sign <br />4" wide solid line • white paint <br />Spruce Colorado Blue • 4' Ht B & B <br />Spruce Colorado Blue • 6‘ ht. B & B <br />Maple Sugar • 3" CAl. B & B <br />Ash Summit-3'CALB&B <br />Silt fence, preassembled <br />Roadside seeding <br />Seed, Mixture 500 <br />Sodding, type lawn <br />Mulch material. Type 1 <br />Disc anchoring <br />Commercial fett. Analysis 20-10-10 <br />^ I:\139M 3985VtEQUEST3.WB2 <br />Unit <br />Contract <br />Quantity <br />Unit <br />Price <br />Quantity <br />to Date <br />Amount <br />to Date <br />LS 1 1.00 <br />LF 90 10.00 115 1,150.00 <br />SY 200 2.50 203 507.50 <br />LF 750 2.00 744 1,488.00 <br />LS 1 200.00 1 200.00 <br />CY 400 5.00 412 2,060.00 <br />CY 1,000 10.00 633 6,330.00 <br />CY 180 15.00 150 2,250.00 <br />SY 660 1.50 632 948.00 <br />TN 55 12.00 <br />TN 360 12.00 342.16 4,105.92 <br />TN 35 12.00 23.17 278.04 <br />TN 45 45.00 45 2,025.00 <br />TN 90 45.00 143.50 6,457.50 <br />TN 170 45.00 170 7,650.00 <br />TN 16 45.00 12 540.00 <br />GL 50 2.00 50 100.00 <br />LF 20 20.00 20 400.00 <br />LF 30 30.00 30 900.00 <br />EA 2 125.00 2 250.00 <br />LF 30 35.00 30 1,050.00 <br />EA 1 500.00 1 500.00 <br />LF 150 35.00 150 5,250.00 <br />EA 1 1,300.00 1 1,300.00 <br />LF 700 12.00 683 8.196.00 <br />EA 4 100.00 <br />LF 1,310 0.65 1,264 821.60 <br />EA e 160.00 <br />EA 6 175.00 6 1,050.00 <br />EA 6 250.00 3 750.00 <br />EA 6 250.00 3 750.00 <br />LF 250 3.50 35 122J0 <br />AC 0.3 1,000.00 0.30 300.00 <br />LB 30 10.00 30 300.00 <br />SY 1,400 3.00 1,690 5,070.00 <br />TN 0.6 1,000.00 0.60 600.00 <br />AC 0.3 1,000.00 0.30 300.00 <br />TN 0.06 1,000.00 0.06 60.00