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--- -•- lJ, ..'r. i-i-'IJi'1 _ Ti L�r F'i_I'.ti i LLL i I I <br /> figment 3, Old Highway 8 - South of County Road C-2 <br /> EST. UNIT TOTAL <br /> ITEM UNIT QUAN. _ PRICE AMOUN70 <br /> 2021.501 Mobilization, 5% max. LU1MP SUM 1.00 4?co,oo •4 9CO-00 <br /> 2104.505 Remove Exist. Bit. Surtacing SO.YD. 8.885.00 SS 90 424 ..sa <br /> 2104.505 Remove Exist. 9' Cone. Base SO.YD. 6.810.00 3. 50_ X3.935.00 �- <br /> 2401.501 Remove Cone. Curb &Gutter LIN. FT. 700.00 /, so <br /> 2104.503 Remove Exist. Conef. Walk SQ. FT. 720.00 0. 45 4_ oo �! <br /> 2101.511 Clearing&Grubbing LUMP SUM 1.00 la 5b. ao !o so•oo <br /> SPEC. ; Concrete Pedestrian Ramp SQ. YD. 3.00 ;2s.co '75.00 <br /> 2531.507 8" Concrete Driveway Apron SQ. YD. 80.00 ,2i�.50 /1Z0.00 <br /> SPEC. 6' Concrete Restoration SO. YD. 133.00 So 229,2. so r' <br /> SPEC. . 2' Bituminous Restoration SQ. YD. 670.00 775- .Z. 50 <br /> 2401.501 Remove 12" to 18' CM Pipe UN. FT. 88.00 4.00 55,2.0c v <br /> 2105.501 Common Excavation CU. YD. 4,680.00 3. Ae /�;9 7e,.00 `✓ <br /> 2105.522 Select Granular Borrow(CV) CU. YD. 4,400.00 lo_bt7 - - 440. na.� <br /> 2112.501 Subgrade Preparation RDSTA 21.00 loo.40 -2/60 -00 <br /> �✓ <br /> 2211.501 CL 5 AGG.(100% Crushd Urnstne) TON 3,430.00 7. /5- 24..5�24._•� v <br /> 2331.514 Type 318 Base Course Mixture TON 1.320.00 /7.&27 X2 2 9Fs.oo __ `'• <br /> 2331.508 Type 41A Wearing Course Mix. TON 1,060.00 �i/.30 _2A;574.6 ✓ <br /> 2357.502 Bit. Matl. For Tack Coat GAL. 470.00 00 V <br /> 2531.501 Cone. Curb&Gutter, DSN 6618 LIN. FT. 4,400.00 so. co <br /> SPEC. Striping,4' Solid Yellow LIN. FT. 3,800.00 O. o& lg4.60 <br /> SPEC. Striping,4" Equivalent Thick LIN.FT, 260.00 0.40 104.00 <br /> SPEC. Concrete Valley Gutter $Q. FT. 550.00 oz,�5 7 00 0 <br /> SPEC. Triang. Valley Gutter Section EACH 10.00 2 5S.00 _2 <br /> 2564.531 Signing SO. FT. 70.50 2g.ao /4/o._0b <br /> 2575.505 Sod,Type Lawn& Boulevard SQ. YD. 12,200.00 /.70 _ 6 740 60`� <br /> SPEC. Seeding ACRE 3.20 Hi 5L>, oo ,LQt o ,oc _ <br /> SPEC. Erosion Control UN. FT. 1.000.00 ,co , 4000.00 ✓ <br /> SPEC. Traffic Control LUMP SUM 1.00scc,00 4500.Co �✓ <br /> 2502.54141 Pert. PE Corr. Pipe Drain LIN. FT. 4,000.00 3. 3 5 /��•co <br /> 2506.511 Reconstruct Manhole LIN. Ft. 90.00 _/00. co 9Dco.00 <br /> 2506.522 Adjust Gate Valve Box EACH 1.00 ioo.o0 /00.00 <br /> 2506.5,22 Adjust Manhole Casting EACH 4.00 /So. oo ""- <br /> 2506.522 Adjust Catch Basin Casting EACH 3.00 62.60 X40.00 ✓ <br /> SPEC. Underdrain Cleanout EACH 32.00 165.°0 _S9Z0.00 ✓ <br /> 2506.516 CB Casting, MnDOT 4129F-802A EACH 10.00 _ 31 S. 0ai SO.00 <br /> 2104.523 Salvage MH/CB Casting EACH 14.00 •!%o. oo 5&0.oU �✓ <br /> 2506.506 Construct MWCB,Design F LIN. FT. 38.00 /(moo.oo -51 o,00 <br /> SPEC. Const. MH Over Ex. Storm Sewer 3 EACH 3.00 900.00 06 C) <br /> 2501.561 15' RC Pipe, C1..3, 3006 Joint UN. FT. 396.00 2,2 .Co �6712. � `- <br /> SPEC. Granular Foundation Material TON 200.04 7. S'o „Sao,00 ✓ <br /> 2104.50'5 Saw Cut Cone. <br /> UN. FT. 120.00 3. Oo _x !.oo <br /> SPEC. Construct Concrete Swales SO. FT. 150• _S 39 7 5V <br /> Subtotal ,Segment 3 X279 179•oww <br /> OX- <br /> FORE'-T LAKE Co"TRAC:T1tJG 1►JG <br />