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1"pi II 1 _ I T,' OF P i•_•E 'l I LLE T1 F'.J ' <br /> • Segment 3, Ofd Highway 8 -- Sou' i"of.County Road C-2 <br /> EST. UNIT TOTAL <br /> ITEM UNIT QUAN. PRICE AMOUNT <br /> 2021.501 Mobilization, 546 mAx. LUMP SUM 1.00 10(000.00 LV <br /> 2104.505 Remove Exist. Bit. Surfacing SQ. YD. 81885.00 (, p 5SC• L <br /> 2104.505 Remove Exist. 91 Cone. Base SO. YD. 6,810.00 a3 f 5 <br /> 2401.501 Remove Cone. Curb &Gutter LIN. FT. 700.00 3.50 oqsri 60 <br /> 2104.503 Remove Exist Concr. Walk SO. FT. 720.00 O <br /> 2101.511 Clearing&Grubbing LUMP SUM 1.00 .00R 20 <br /> SPEC. Concrete Pedestrian Ramp SQ. YD. 3.00 0� <br /> 2531.507 8' Concrete Driveway Apron SQ. YD. 80.00 5 OD <br /> SPEC. 6, Concrete Restoration SO. YD. 133.04 5 <br /> SPEC. 2' Bituminous Restoration SO. YO. 670.00 if, S-0 C �S.0 <br /> 2401.501 Remove 12' to 18" CM Pipe LIN. FT. 88.00 .00 S 0 <br /> 2105.301 Common Excavation CU. YD. 4,680.00 5.40 <br /> 2105.522 Select Granular Borrow(CV) CU. YD. 4,400.00 .CO <br /> 2112.501 Subgrade Preparation RDSTA 21.00 R -�y�. 00 g110•tv <br /> 2211.501 CL 5 AGG. (100% Crushd Llmstne) TON 3,430.00 $, 96 31 527 DO <br /> 2331.514 Type 31 B Base Course Mixture TON 1,320.00 0 <br /> 2331.508 Type 41 A Wearing Course Mix. TON 1,060.00 _ 17 7 00 <br /> 2357.502 Bit. Matl. For Tack Coat GAL. 470.00 /- /0 t7.00 <br /> 2531.501 Cone. Curb&Gutter, DSN 8618 LIN. FT. 4,400.00 5 G 00 <br /> SPEC. Striping, 4- Solid Yellow LIN. F?. 300.00 D 3 V-i G <br /> SPEC. Striping,4• Equivalent Thiek LIN,T-T. 260.00 Q,^ <br /> SPEC. Concrete Valley Gutter SQ. F1'. S50.00 <br /> SPEC. Triang. Valley Gutter Sectlon EACH 10.00 �D/n � 0. <br /> 2564.531 Signing SO. FT. 70.50 .5�j,o0 lqkb <br /> 2575.505 Sod,Type lawn & Boulevard SQ. YD. 12,200.00 a?. C, _ a Sb/0.00 <br /> SPEC. Seeding ACRE 3.20 / Ste. DO 172 SO 00_ <br /> SPEC. Erosion Control LIN. FT. 1,000.00 3. SO _ 3 2�2.00 <br /> SPEC. Traffic Control LUMP SUM . 1.00 1C00.60 10000.0_4_ <br /> 2502.541 41 Perf. PE Corr. Pipe Drain LIN. FT. 4,000.00 .0 X eew- Q <br /> 2506.511 Reconstruct Manhole LIN. FT. 90.00 30- 0Q. _ (/ -7GD.00 <br /> 2506.522 Adjust Gate Valve Box EACH 1.00 r�s o r3S� <br /> 2506.522 Adjust Manhole Ccsvng EACH 4.00 &S OC <br /> 2506.522 Adjust Catch Basin Casting EACH 3.00 S. 00 ') <br /> SPEC. Underdrain Cleanout EACH 32.00 /00. 0 3"00, to <br /> 2506.516 CB Casting, MnDOT 4129E-802A EACH 10.00 S0 3 570.C-0- <br /> 2104.523 Salvage MR/C8 Casting EACH 14.00 !20. 00 t-200,0 <br /> 2505.5.06 Construct MHlCB, Design F LIN. FT. 36.04 l 0 580'•4 <br /> SPEC. Const. MH Over Ex. Storm Sewer 3 EACH 3.00 /SS_D� <br /> 2301.561 151 RC Pipe, CL.3, 3006 Joint LIN. FT. 396.00 5:(O� <br /> SPEC. Granular Foundation Material TON 200.00 &Ll`i.__Q_0- <br /> 2104.505 Saw Cut Cone. LIN. Fr. 120.00 _ y S-n 5- <br /> SPEC. Construct Concrete Swales SO. FT. 150.00 2• S-Z 3 78 G <br /> SUbtotal Segment 3 3 gf�3. <br /> C S , cCRosSl jam►[, <br />