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07: PPI 1•1 1 T1 OF R i_:E'.'ILLE <br /> segment 3, Old Highway 8 - South of County Road C-2 <br /> EST. UNIT TOTAL <br /> ITEM UNIT QUAN. PRICE AMOUNT <br /> 2021.501 Mobilization,5% max. LUMP SUM 1.00 a . CC) <br /> 2144.505 Remove Exist Bit. Surfacing SO. YD. 6,885.00 <br /> 2104.605 Remove Exist. 9° Conc. Base SO. YD. 6,810.00 q.qo <br /> 2401.501 Remove Cone. Curb 6 Gutter LIN. FT. 700.00 <br /> 2104.503'Remove Exist Concr. Walk SO. FT. 720.00 <br /> 2101.511 Clearing&Grubbing LUMP SUM 1.00 <br /> SPEC. Concrete Pedestrian lump SQ. YD. 3.00 <br /> 2531.507 8' Concrete Driveway Apron SO.YD. 80.00 A y S1) <br /> SPEC. V. Concrete Restoration SO. YD. 933.00 <br /> SPEC. 2' Bftuminous Restoration SQ. YD. 870.00 <br /> 2401.501 Remove 12' to 18' CM Pipe LIN. FT. 88.00 <br /> 2105.501 Common Excavation Cu..YD. 4,680.00E m <br /> 2105.522 Select Granular Borrow(CV) CU. YD. 4,400.00 1 ZZ (»O1M_ <br /> 2112.501 Subgrade Preparation RDSTA 21.00 <br /> 2211.501 CL 5 AGG. (100% Crushd Lunt*) TON 3,430.00 n,,74;- <br /> 2331.514 Type 318 Base Course Mbcture TON 11320.00 <br /> 2331.508 Type 41 A Wearing Course Mix. TON 1,060.00 I,�(� <br /> 2357.502 Sit. Matl. For Tack Coat GAL. 4T0.00 <br /> 2631.501 Cone. Curb 6 Gutter, DSN 9618 LIN. Fr. 4,400.00 C <br /> SPEC. Striping,4' Solid Yellow LIN. FT. 3,600.00 <br /> SPEC. Striping,4' Equivalent Thick LIN.n. 260.04 t <br /> • SPEC. Concrete Valley Gutter SO. FT. 550.00 3,c.� rj 1 , 0 <br /> SPEC. Triang. Valley Gutter Section EACH 10.00 <br /> 2554.531 Signing SO. FT. 70.50 <br /> 2575.505 Sod,Type Lawn S Boulevard SO. YD. 12,200.00 <br /> SPEC. Seeding ACRE 3.20 1 Ono,Ca <br /> - <br /> SPEC. Erosion Control LIN. FT. 1,000.00 1 , C41n <br /> SPEC. Traffic Control LUMP SUM . 1.00 <br /> 2502.541 40 Perf. PE Corr. Pipe Drain LIN. FT. 4,000.00 <br /> 2506.511 Reconstruct Manhole LIN. Ff. 90.00 _1 0�6�1-',98 Qrlyl <br /> 2506.522 Adjust Gate Volvo Box EACH 1.00 <br /> 2506.522 Adjust Manhole Casting EACH 4.00 <br /> 2506.522 Adjust Catch Basin Casting EACH 3.00 <br /> SPEC. Underdraln Cleanout EACH 32.00 <br /> 2506.516 CB Casting, MnDOT 4129F-802A EACH 10.00 <br /> 2104.523 Salvage MH/CB Casting EACH 14.00 <br /> 2506.506 Construct MH/CB, Design F LIN. FT. 36.00 <br /> SPEC. Const. MH Over Ex. Storm Sewer 3 EACH 3.00 <br /> 2501.561 15" RC Pipe, CL.3,3006 Joint LIN. FT. 396.00 <br /> SPEC. Granular Foundation Material TON 200.00 _ c 2aoo-W <br /> 2104.505 Saw Cut Conc. LIN. Ff. 120.00 _:� ,(o <br /> SPEC. Construct Concrete Swales SO. FT. 160.00 5a 5.[ <br /> S Subtotal Segment 3 <br /> rtA• Su I FSK -( & So►:IS 1111 C. <br />