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t_.ia __ 1'4�__ 07 _. FF'i]rl 1= 1 T', uF 1 L L E Ti- "'.1,:. <br /> Segment 3, Ofd Highway 8 - South of County Road C-2 <br /> EST. UNIT TOTAL <br /> ITEM UNIT QUAN. PRICE AMOUNT o <br /> �a <br /> 2021.501 Mobiltzation, 5% max. LUMP SUM 1.00 D coo �O DDO f <br /> 2104.505 Remove Exist. Bit. Surfacing SO.YD. 8,885•00 �' 17 o <br /> 2104.505 Remove Exist. 9' Cone. Base SO. YD. 6,810.00 ' &10 s• p <br /> 2401.501 Remove Cone. Curb&Gutter LIN. FT. 700.00 U•Z°o O n <br /> 2104.503 Remove Exist. Concr. Walk SO. FT. 720.00 0 <br /> 2101.511 Clearing&Grubbing LUMP SUM 1.00 D J � ��-oo <br /> SPEC. Concrete Pedestrian Ramp SQ.YD. 3.00 0 <br /> 2531.507 8' Concrete Driveway Apron Sa. `+'D• 80.00 <br /> SPEC. 6' Concrete Restoration Sf1. YD. 133.04 -- o <br /> SPEC. 2' S:uminous Restoration SO.YD. 670.00 ° 3 <br /> 2401.501 Remove 12' to 18' CM Pipe LIN. FT. 68.00 7, D <br /> 2105.501 Common Excavation CU. YD. 4,680.00 dr o <br /> 2105.522 Select Granular Borrow(CV) CU. YD. 4,400.00 7 00 <br /> 2112.501 Subgrade Preparation ADSTA 21.00 <br /> 2211.601 CL 5 AGO. (100% Crushd Umstne) TON 3,430.00 <br /> 2331.514 Type 318 Base Course Mixture TON 1,320.00 ° <br /> 2331.508 Type 41 A Wearing Course Mix. TON 1,060.00 " so <br /> 2357.502 Bit. Matl. For Tack Coat ' GAL. 470.00 �--- a <br /> 2531.501 Cone. Curb &Gutter, DSN B618 LIN. FT. 4,400.00 3 <br /> SPEC. Striping,4' Solid Yellow LIN. FT. 3,800.00 Q <br /> SPEC. Striping,4' Equivalent Thick LIN.VT. 260.00 <br /> SPEC. Concrete Valley Gutter So. FT. 650.00 <br /> SPEC. Trlang. Valley Gutter Section EACH 10.00 02 <br /> 2564.531 Signing so. FT. 10.50 <br /> 2575.505 Sod,Type Lawn& Boulevard SO.YD. 12,200.00 _ <br /> SPEC. Seeding ACRE 3.20 <br /> SPEC. Erosion Control LIN. FT. 1,000.00 c <br /> SPEC. Traff ic Control LUMP SUM 1.00 O PO <br /> 2502.54141 Pert. PE Corr. Pipe Drain LIN. FT. 4,000.00 o <br /> 2546.511 Reconstruct Manhole LIN. FT. 90.00 /75 5��p <br /> 2508.522 Adjust Gate Valve Box EACH 1.00 <br /> 2506.522 Adjust Manhole Casting EACH 4.00 oc <br /> 2506.522 Adjust Catch Basin Casting EACH 3.00 /-40 <br /> SPEC. Underdrain Cleanout EACH 32.04 .S <br /> o <br /> 2506.516 CB Casting, MnDOT 4129F-802A . EACH 10.00 <br /> 2104.523 Salvage MWCB Casting EACH 14.00 -� o <br /> 2506.508 Construct MH1CB.Design F LIN. FT. 36.00 <br /> SPEC. Const. MM Over Ex. Storm Sewer 3 EACH 3.00 Od 00 <br /> 2501.561 161, AC Pipe, CL.3, 3006 Joint LIN. FT. 396.00 <br /> SPEC. Granular Foundation Material TON 200.40 c <br /> 2104.505 Saw Cut Cone. LIN. FT. 120.00 o <br /> SPEC. Construct Concrete Swales SO. FT. 150.00 <br /> � 7s <br /> Subtotal Segment 3 - �- <br /> ' 333 <br />