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39 <br />40 <br />41 <br />42 <br />43 <br />44 <br />45 <br />46 <br />47 <br />4S <br />49 <br />50 <br />51 <br />52 <br />53 <br />54 <br />55 <br />56 <br />57 <br />58 <br />59 <br />60 <br />61 <br />62 <br />63 <br />64 <br />65 <br />66 <br />67 <br />68 <br />69 <br />70 <br />71 <br />72 <br />73 <br />74 <br />75 <br />4" P£ corr. perf. pipe drain <br />Modular block retaining wall <br />Install wood board fence - 6' high <br />36" wide solid white line • paint <br />Class 3 rip rap <br />Total Part 1 - Old Crystal Bay Road • Trail <br />Part 2 - Old Crystal Bay Road - Trail <br />Clear and grub trees <br />Remove CMP or RCP cul-. ;.l <br />Remove bituminous pavement <br />Saw concrete curb <br />Saw bituminous pavement <br />Relocate mailboxes, sign, etc. <br />Relocate guard post <br />Common excavation <br />Common borrov/ (CV) <br />Topsoil borrow (CV) <br />Subgrade preparation <br />Aggregate base. Cl. 5,100% crushed <br />Agg.base, Cl. 5,100% crushed (walk) <br />Agg.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 />15" CM pipe culvert <br />15" CM pipe apron <br />22" span RC pipe arch culvert (Cl. 3) <br />Install 22" span RCP arch bend (Cl. 3) <br />Reinstall ex. 22* span RC pipe arcii apron <br />18" RC pipe culvert <br />Reinstall ex. 18" RC pipe apron <br />12" PVC pipe culvert, SDR 26 <br />Adjust frame & ring casting <br />Adjust traffic control handhole <br />Concrete curb & gutter. Design B618 <br />Furnish & install "No Parking" sign <br />4" wide solid line • white paint <br />LF 1,000 4.50 <br />SF 500 13.00 560.5 7,286.50 <br />LF 300 15.00 355 5,325.00 <br />LF 32 5.00 <br />CY 4 80.00 <br />76,671.56 <br />LS I 1.00 <br />LF 100 10.00 93 930.00 <br />SY 275 2.50 261 652.50 <br />LF 3 10.00 5 50.00 <br />LF 950 2.00 962 1,924.00 <br />LS I 100.00 1 100.00 <br />EA 10 25.00 <br />CY 400 5.00 400 2,000.00 <br />CY 1,500 10.00 1,311 13,110.00 <br />CY 400 15.00 103 1,545.00 <br />SY 850 1.50 866 1,299.00 <br />TN 40 12.00 <br />TN 375 12.00 347.48 4,169.76 <br />TN 135 12.00 121.15 1,453.80 <br />TN 60 45.00 60 2,700.00 <br />TN 120 45.00 143.5 6,457.50 <br />TN 170 45.00 170 7,650.00 <br />TN 20 45.00 12 540.00 <br />GL 50 2.00 50 100.00 <br />LF 90 30.00 90 <br />2.700.00 <br />EA 4 125.00 4 500.00 <br />LF 16 60 00 16 (60.00 <br />LF 8 100.00 8 800.00 <br />EA 2 300.00 •y 600.00 <br />LF 25 35.00 25 875.00 <br />EA 1 250.00 1 250.00 <br />LF 20 20.00 20 400.00 <br />EA 2 250.00 2 500.00 <br />EA 1 150.00 1 150.00 <br />LF 900 10.00 008,340.00 <br />EA 4 100.00 <br />LF 900 0.65 900 585.00 <br />l:\139\139S5\reqiMSt4.wb2