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STORM SEWER FOR 173RD AVENUE AND GIBBON STREET NW <br />STATEMENT OF ESTIMATED QUANTITIES <br />ESTIMATED COST <br />CONTINGENCY <br />ENGINEERING AND ADMINISTRATION <br />23'. <br />$ 235,54750 <br />S 35,392.13 <br />S 54257.93 <br />TOTAL WITH CONTINGENCY, ENGINEERING AND ADMINISTRATION $ 325,607.55 <br />RDA ESTIMATED <br />REM NUMBER DESCRIPTION UNIT URI COST TOTAL COST <br />QUANTITY <br />i 2021.301 MOBJL2ATION LUMP SJ M S 200000 00 1 5 20,000 00 <br />2 2101.311 CLEAR AND GRUB TRIM EACH $ SOO 00 30 5 3,000 00 <br />3 2104.303 REMOVE BSTLN, r4ovs PAVEMENT SQ YD $ 330 740 5 2390 00 <br />4 2104513 SAWING &84A NOVS PAVEMENT I FULL DEPTH) LIN FT $ 430 660 5 2370 00 <br />3 2104.323 SALVAGE AND INSTALL MAX BO% SUPPORT EACH $ 400 00 3 S 1,200 00 <br />6 2104.323 T88 ARY 54511305 CLUSTER EACH 5 403 CO 3 5 1200 00 <br />7 2104.373 SALVAGE MID INSTALL SIGNS AND POST EACH 5 200 00 2 5 400 00 <br />8 2103301 COMMON EXCAVATION IEV1 CJ YD S 7 CO 200 5 1400 00 <br />9 21175.301 UNCLASSIFIED EXICAVATON (EV) OJYD $ 1000 230 5 7_30000 <br />SD 2105.523 COMMON TOPSOIL BORROW (CV: OJ YD $ 1600 290 $ 4,64000 <br />11 21E15 601 UTILITY DEWATERING LUMP AIM S 20.1X000 1 $ 20,00000 <br />12 2211.303 AGRREGATE RASE CLASS 3 MODIFIED (P) CL YD $ 1300 240 5 3,60000 <br />14 2232.501 MILL B.ITi1MINOUS SURFACE 11.7) SQ YD 5 ]DAD 30 $ 600.00 <br />13 2357.302 BITUMINOUS MATERIAL FOR TACK COAT GALLONS S 323 30 5 9730 <br />16 2360.301 TYPE SP 9.3 WEARING COURSE MIL PA TON 5 70 00 70 S 4,,500 00 <br />17 2360.302 TYPE SP 12.3 NON WEARNG COURSE IRK 481 TON $ 70 00 70 5 4,900 00 <br />18 2471.607 ROCK BEDDMG (CV) CU YD $ 1200 50 $ 60000 <br />19 2301_313 13' RC PIPE APRON EACH $ 60000 2 $ 1..200-00 <br />20 2301602 TRASH GUARD FOR 13" RC PIPE APRON EACH $ 700 CO 2 $ 1130000 <br />21 2303341 13' RC PIPE SEWER, DESIGN 3006 CLASS RI LIN FT $ 30 00 3000 $ 90,000 00 <br />46 2304 602 IRR>6AT1CN RESTORATION EA $ 2_700.00 4 $ 10,00000 <br />22 2306.301 CONSTRUCT DRAINAGE STRUCTURE DE51614 48.4020 UN FT $ 330 00 60 S 21,030 00 <br />23 2306.316 CASTING A55EM8LY-STORM EACH $ 63000 10 S 6300.00 <br />24 2306.321 INSTALL CASTING EACH $ 33000 10 S 3.700 CO <br />25 2506.522 ADJUST FRAME AND RING CASTING EACH $ 10000 10 S 4,00000 <br />27 2363.601 TRMIIC CLXIIROL LUMP SUM 5 3.030 00 1 S 3,000 00 <br />28 2773302 SALVAGE AND INSTALL LANDSCAPING LS 5 2.30003 1 5 2300.03 <br />29 2573.302 SILT FENCE, TYPE MS UN FT S 400 400 5 1.60000 <br />30 7573.333 SEDIMENT COHT9Ot LOG TYPE STRAW LINT FT 5 3 00 230 $ 730 00 <br />31 2574.50e FERTBIZER TIRE 3 POUN05 5 130 200 $ 300 00 <br />32 2375.302 SEED MIXTURE 25-13i F[RM336 $ 5.00 300 5 100000 <br />33 2515.303 SODCONTMLAWN SQYD $ 3.00 1300 $ 7,330.00 <br />34 2573.362 H DRAUUC MATRIX TYPE MULCH POUNDS $ 2_00 1300 S 3,00000 <br />33 2373370 ..1.1 ..:c, a. MNDOT MIXTURE 23.131 ACRE $ 2.000,00 1 $ 2,.00010 <br />TOTALCOSTSTREET $ 23394730 <br />B4h..,mo,n D.I..+..Y remr.em ar L .5 .,d iit ih..r Q..ntie <br />5t12/2016 <br />GAEagibeedln4\SGuro Wider n8edd'1P airs 6..Iaw1171rd Awew *hi (Abo , S3 Seem ENSWEEN6 ESI1MATElaa Peer 1 of <br />Feasibility Report <br />Gibbon Street and l73'd Avenue Drainage Improvements <br />City of Ramsey Project No. 16-88 <br />