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FROH I T .' OF F'1_1'=,E1.'I LLE <br /> ment 3, Old Highway 8 - South of County Road C-2 <br /> EST. UNIT TOTAL <br /> /M4.605 UNIT QUAN. PRICE AMOUNT* <br /> 01 Mobilization,5% Max- LUMP SUM 1•� _I� b� 1���� ✓ <br /> 05 Remove Exist. Bit. Surtacing SO. YD. 8.885.00 3 <br /> Remove Exist. 9' Conc. Base SO. YD. 6.810.00 �7s�do <br /> 01 Remove Cone. Curb b Gutter LIN. FT. 700.40 03 Remove Exlat. Concr. Walk SO. FT. 720.00 ✓ <br /> 11 Clearing b Grubbing LUMP SUM 1.00 sm <br /> SPEC. Concrete Pedestrian Ramp SO.YD. 8.00 DS 7 <br /> 2531.507 8' Concrete Driveway Apron SO.YD. $0•00 -0;r'3 840 <br /> 7 <br /> SPEC. 6' Concrete Restoration SO. YD. 133.00 <br /> SPEC. 2' Bituminous Restoration SO. YD. 670.00 <br /> 2401.501 Remove 12'to 18' CM Pipe LIN. FT. 68.00 <br /> 2105.501 Common Excavation CU. YD. 4,680.00 <br /> 2105.522 Select Granular Borrow(CV) CU. YD. 4,400.00 1-7 <br /> 2112.501 Subgrade Preparation RDSTA 21.00 3- ✓ <br /> 2211.501 CL 5 AGG. (100% Crushd Umstne) TON 3,430.00 =�7, <br /> 2331.514 Type 31 B Base Course Mixture TON 1,320.00 69 ✓ <br /> 2331.506 Type 41 A Wearing Course Mix. TON 1.060.04 �! - 1 <br /> 2357.602 Bit. Matl. For Tack Coat GAL. 470.00 1 <br /> 2531.501 Conc. Curb 8 Guner, DSN 8618 LIN. FT. 4,400.00 ✓ <br /> SPEC. Striping,4' Solid Yellow LIN. FT. 3,800.00 .og 3 ✓ <br /> SPEC. Striping,4' Equivalent Thick LIN.Ff. 260.00 D <br /> SPEC. Concrete Valley Gutter SO. FT. 550.00 <br /> SPEC. Triang. Valley Gutter Section EACH 10.00 �S CO <br /> 2564.531 Signing S!. FT. 70.50 lir.hy / ✓ <br /> 2575.505 Sod,Type Lawn b Boulevard SO. YD. 12,200: �. 6 e <br /> SPEC. Seeding ACRE <br /> SPEC. Erosion Control LIN. FT. 11000.00 S, 4 3 ✓ <br /> SPEC. Traffic Control LUMP SUM 1.00 ' �•` /O-�O ap <br /> 2502.6414" Peri. PE Corr. Pipe Drain LIN. FT. 41000.00 / <br /> 2505.511 Reconstruct Manhole LIN. FT. 90.00 /r34. <br /> 2506.522 Adjust Gate Valve Box EACH 1.00 <br /> 2506.522 Adjust Manhole Casting EACH 4.00 <br /> 2506.522 Adjust Catch Basin Casting EACH 5.00 4 D <br /> SPEC. Underdrain Cleanout EACH 32.00 � O <br /> 2506.516 08 Casting, MnDOT 4129F-802A EACH 10.00 <br /> 2104.523 Salvage MWCS Casting EACH 14.00 SO r <br /> 2506.506 Construct MHICB, Design F LIN. FT. 36.00 <br /> SPEC. Const. MH Over Ex. Storm Sewer 3 EACH 3.00 1 s � <br /> 2501.561 15' RC Pipe,CL.3. 3006 Joint LIN. FT. 398.00 4 <br /> SPEC. Granular Foundation Material TON 200.00 /O k"'I <br /> 2104.505 Saw Cut Cone. LIN. FT. 120.00 �^ <br /> SPEC. Construct Concrete Swales SO. FT. 150.00 <br /> Subtotal Segment 3 3IC� <br /> ASW5AC-14 C.01IS_r GC>;.• <br />