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-•: 1'= �_ Q';:_r, FPi_li9 _ I T i• OF F'i i=•E'.�I L L E TU
<br /> gment 3, Old Highway 8 - South of County Road C-2
<br /> EST. UNIT TOTAL
<br /> -EM UNIT QUAN. PRICE AMOUNT
<br /> 2021.501 Mobilization, 5% max. LUMP SUM 1.00 /�,OaD,CV �a, pav,au
<br /> 2104.505 Remove Exist. Bit. Surtadng SO. YD. 81685.00 a, 75T d; '
<br /> 2104.505 Remove Exist. 9' Cone. Base SO. YD. 6,810.00 ,6�p /o .
<br /> 2401.501 Remove Conc. Curb b Gutter LIN. FT. 700.00 ,Cp 4 pp,00 .�
<br /> 2104.503 Remove Exist. Concr. Walk SO. FT. 720.00
<br /> 2101.511 Clearing&Grubbing LUMP SUM 1.00
<br /> SPEC. Concrete Pedestrian Ramp SO. YD. 3.00 w , w
<br /> 2531.507 8" Concrete Driveway Apron SO. YD. 80.00
<br /> SPEC. V Concrete Restoration SO.YD. .133.00 ,;?o, 00 Q� G-�-c•cca
<br /> SPEC. 2' Bituminous Restoration SO. YD. '670.00 q,.S�C �•3 4--51 c y_
<br /> 2401.501 Remove 121 to 18' CM Pipe LIN. Fr. 88.00 .414,0, cv `
<br /> 2105.601 Common Excavation Cu. YD. 4,680.00 �,yc: 'z_!o/a2,Gc�
<br /> 2105.522 Select Granular Borrow (CV) CU. YD. 4,400.00 'J'�L o , yU
<br /> 2112.501 Subgrade Preparation RDSTA 21.00
<br /> 2211.501 CL 5 AGG. (1 0094 Crushd Limsme) TON 3,430.00 7t 605 .3n;, l.F/,
<br /> 2331.514 Type 318 Base Course Mixture TON 1,320.00 /7, , 034 r do
<br /> 2331.508 Type 41 A Wearing Course Mix. TON 1,060.00
<br /> 2357.502 Bit. Mat]. For Tack Coal GAL. 470.00 1 /,&0
<br /> 2531.501 Conc. Curb b Gutter, DSN 8618 LIN. FT. 4,400.00 4, 7540, Ov
<br /> SPEC. Striping,4' Solid Yellow LIN. FT. 3,800.00 O, 09 .39 , y y
<br /> • SPEC. Striping,4• Equivalent Thick LIN. FT. 260.00 Q, 57(; 10c) , o y
<br /> SPEC. Concrete Valley Gutter SO. FT. 550.00 ate) /, 3 A O &v
<br /> SPEC. Triang. Valley Gutter Section EACH 10.00 ,R&P-5-,cc= �� �o, a v
<br /> 2564.531 Signing SO. FT. 70.50 'R
<br /> .0, 00 /-'!!5V 0'-
<br /> ov
<br /> 2575.505 Sod,Type Lawn& Boulevard So. YD. 12,200,00 119�6
<br /> SPEC. Seeding • ACRE 3.20 9'CO
<br /> SPEC. Erosion Control LIN. FT. 1,000.00 /, ,30 / 940 , �v
<br /> SPEC. Traffic Control LUMP SUM 1.00 2,co 9 U
<br /> 2602.54141 Perl. PE Corr. Pipe Drain LIN. FT. 4,000.00 /, '75
<br /> 2506.511 Reconstruct Manhole LIN. FT. 90.00 77,E oy
<br /> 2506.522 Adjust Gate Valve Box EACH 1.00 1, �; GU Gam',GU
<br /> 2506.522 Adjust Manhole Casting EACH 4.00 /66,,oc2 , cy
<br /> 2506.522 Adjust Catch Basin Casting EACH 3.00 �5G, GO
<br /> SPEC. Underdrain Cleanout EACH $2.00 '75, Go .46o, Cu
<br /> 2506.516 CS Casting, MnDOT 4129F-802A EACH 10.00 R,9J67,ejo
<br /> 2104.523 Salvage MH1C8 Casting EACH 14.00 -57 700, G
<br /> 2506.506 Construct MH/CB, Design F LIN. FT. 36.00 I/�, 00 �4 d-.1:52 4 j�o `
<br /> SPEC. Const. MH Over Ex. Storm Sewer EACH 3.00 'moo,
<br /> 2$01.561 15" RC Pipe, CL.3, 3006 Joint LIN. FT. 396.00
<br /> SPEC. Granular Founda:icn Material TON 200.00
<br /> 2104.505 Saw Cut Conc. LIN. FT. 120.00 1
<br /> SPEC. Construct Concrete Swale& $0. FT. 1$0.00 'R,9-0 a 1�0 •c�% "
<br /> • Subtotal Segment 3 -
<br /> 9 9
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