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STORM SEWER FOR 173RD AVENUE AND GIBBON STRfET NW <br />STATEMENT OF ESTIMATED QUANTfTIES <br />ESTIMATED COST <br />CONTINGENCY <br />ENGINEERING AND ADMINISTRATION <br />23'. <br />S 235,94750 <br />S 35,392.13 <br />S 54„267.93 <br />TOTAL WITH CONTINGENCY, ENGINEERING AND ADMINISTRATION S 325,607.55 <br />rim ESTOAATED <br />fTEM DESCRIPTION LINT Wei COST TOTAL COST <br />1 2021.305 1AOBJLI2ATION WMP SLIM S 20,003 00 1 S 20,000 00 <br />2 2101.311 CLEAR AND GRUB TREE EACH $ 300 00 10 $ 3,000 00 <br />3 2104103 REMOVE B111Js, VS PAVEMENT $4 YD $ 310 740 $ 2590 00 <br />4 2104.313 SAWING ErnAGNOL?S PAVEMENT (FULL DEPTHI LIN FT $ 430 660 $ 2..970 a0 <br />3 2104.323 SALVAGE MID INSTALL MAIL BOX SUPPORT EACH 5 400 00 3 5 1,200 00 <br />6 2104323 TM,4PpIMY MA1L905 CLUSTER EACH $ 40000 3 S 1_203 00 <br />7 2304323 SALVAGE MID INSTAL. SIGNS AND POST EACH 5 200 00 2 S 400 00 <br />8 2303101 COMMON EXCAYA-DON IEV1 OJ YD $ 7 CO 200 S 1400 00 <br />9 2103.301 UNC.ASgiED EXCAVATION (Es) OJ YI7 $ 1000 230 5 L30000 <br />SD 2105.523 cO# 4011 TOPSOIL BORROW{CV0 OJ YD $ 1600 290 5 4,64000 <br />11 2105 601 UTILITY DEWATERING LUMP AIM S 2000000 1 S 20,00303 <br />12 2211.503 AGRREGATE BASE QA55 3 MOOIRED (P1 OJ YD $ 1300 240 5 3,60040 <br />14 2232.501 PALL INT11AINOUS 5URFAO 12_T1 54 YD S MOD 30 $ 60000 <br />13 2357.502 BFTUMINOLIS MATERIAL FOR TACK COAT GALLCN5 5 323 30 $ 9730 <br />19 2360.301 TYPE 5P 9.3 WEARING COURSE Mix (2,61 TON $ 7000 70 S 690000 <br />17 2360.502 TYPE 5P 12.5 NON WE,t NG COURSE MIX 081 TON $ 70 00 70 S 4,900 00 <br />18 2451.607 ROCK BEDDING ;CV) CIJ YD $ 1200 50 $ 60000 <br />19 2301313 13' RC P1PE APRON EACH $ 60300 2 $ 1.200-00 <br />20 2701602 TRASH GUARD FOR it RC PLPE APRON EACH $ 300 CO 2 $ 1.00000 <br />21 2303.341 13' RC PIPE SEWER, DESGN 3016 CLASS ■ LIN FT $ 30 00 3000 $ 90.000 CO <br />46 2304602 IRR)G4.110IY R0RAT1DN EA $ 2_300.CO 4 $ 10.00000 <br />22 2306.301 CONSTRUCT ORAJNALGE STRLKCTURE DESIGN 48,4020 UN FT $ 33000 60 S 21,03000 <br />23 2306.516 CASTING ASSEMBLY - STORMEACH $ 63000 10 S 630300 <br />24 2306.321 INSTALL CASTING EACH $ 33000 10 S 3_30000 <br />23 2706.532 ADJUST FRAME 4N0 RING CASTING EACH $ 40000 10 $ 1,00000 <br />27 2363.601 TRMT`IC CCh'TROL LUMP SUM 5 3.03000 1 $ 5,03000 <br />29 2373.502 SALVAGE AND INSTALL LANOSCAPPNG LS 5 2300 OD 1 5 2300.00 <br />29 2373.502 SAT FENCE, TYPE M5 11N FT S 400 400 5 1,600 00 <br />30 2573.533 SEDIMENT CONTROL LOG TYPE STRAW UN FT 5 3 00 230 $ 750 00 <br />31 2374.30E F1RTLJ24R TYPE3 POIJN DS 5 130 200 $ 30000 <br />32 2371302 SEED NR3TURE 23-131 POUNDS $ 300 300 5 1-500 00 <br />33 2375.303 SODDING TYPE LAWN SQ YD S 3.00 1300 $ 712000 <br />34 2571.362 HYDRAULC MATRIX TYPE LRULCH POUNDS $ 2 00 1.300 S 3,00000 <br />33 2375-370 HYDROSEECVNG. MN DOT MIXTURE 25.131 ACRE $ 2.00000 1 $ 2.00000 <br />TOTAL COST STREET $ 233,94730 <br />Iliunnanaus DrN..r..Y rssersem rr LL5 .,d lilt LN.•, Quondam <br />Sd12t1016 <br />A.' 64.1 rrINASEsrn Wart MeddlPrrjrs1 b.Irw1173.d Awew And (Abut, Se Senn ENGINEER!. ESTriM1Elsa her 1 of <br />Feasibility Report <br />Gibbon Street and l73'd Avenue Drainage Improvements <br />City of Ramsey Project No. 16-88 <br />