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FEDERAL PARTICIPATING FEDERAL PARTICIPATING FEDERAL PARTICIPATING TOTAL <br /> RAMSEY COUNTY NEW BRIGHTON ST.ANTHONY GROUP 5 <br /> GROUP 1 GROUP 2 GROUP 3 GROUP 4 STORM WATER PONDS& GROUPS GROUP 7 GROUPS <br /> S.P.62 UP 1 13 SAP.147-020-020 SAP,161-020-07 STORM SEWER WETLAND MITIGATION RAMSEY COUNTY NEW BRIGHTON ST.ANTHONY PROJECT <br /> S.P.62-640-13 <br /> UNIT ESTIMATED ESTIMATEDMMESTiMATEDESTIMATED ESTIMATED ESTIMATED ESTIMATED ESTIMATED ESTIMATED <br /> REM NO. CONTRACT REM UNIT PRICE OUAMRIES COST OUAMRIES CMRIES CAST QUANTITIES CAST OUANTRIES COST QUANTITIES COST OUANTRIES COST QUANTITIESCOST <br /> 1.0MOBILI7.1TIOh' LUMPSUM i103.00000 073 313.000.00 0.13 I 0.03 S1 m0.m 00: 72000.030.01 .1q.00 0.02 5170.0011.02011}01 FIELD OFFICE TYPED EACH 36.030.03 0.7) (4.303.03 0.15 213 f7.16.m <br /> ACRE 72300.03 1.63 31,16.03 1.2 53000.03' 2-S5 <br /> 2101.501 CII:A E 1.3 23.030.03 7 500 2 2270 <br /> 2101.306 GRUBBING ACRE SL300.m 1.65 31.76.03 1500 127o.w <br /> 21T_"I PAVFMF-h MARKING REMOVAL 50.FT. i1.m 130 3203.00 11700.0 f7,@0.03 <br /> REMOVAL LIN.FT. 10.60 <br /> 30' PAVEMENT MARKING 0.E11700 i7.@O.m 73.0 TIO 00 <br /> 101 REMOVE PIPECULVERTS LIN.FT. 27.03 35 L2a5.00 3230.0 11063.03 <br /> 214}4 REMOVE PIPE SEW ERS LIN.FT. 55.50 3210 76,763.03 32730.0 311073300 <br /> GUTTER LIN.FT. 5230 5230 il]073.00 1670.0 S330sas.m <br /> 214.501 REMOVE NRB AND <br /> 1214.301 I REMOVESILT CURTAIN LIN.FT. $0.27 1650 5370.47 2010 $405.00 <br /> 121%.301 1 REMOVE WOVENWIRE FENCE LIN.FT. S1.m 605 2105.00 ]5.0 15250 <br /> 214.301 REMOVE CHAIN LINK FENCE LIN.FT. 11.30 )3 25250 2200 $4law <br /> 214.301 REMOVE RETAINING WALL 5O.FT. 3203 220 5610.00 31730.0 579363300 <br /> 21%.507 REJ.IOVE CONCRETE WALK SO.FT. 30.50 7!730 579.363300 IO6400 f$iS30D0 <br /> 1214.305 REMOVE BITUMINOUS PA VEM ENT SO.YD. S2m 60775 511])000 6200 23.060.03 <br /> 0 <br /> 21%.505 REMOVE CONCRETE PAVEMENT SO.YD. $4.30 u0 t3.450.03 !. 5500.03 <br /> 21m-" REMOVE PIPEAPRON EACH Stm.m 3 3100.00 13.0 <br /> 214.5m CATCH BASIN EACH 10 <br /> 11,93403 <br /> 21dREMOVE MANHOLEOR SI .m 13 51.910.031 7600 $4.970.03 <br /> 21%.)11 SAWING CONCRETE PAVEMENT LIN.FT. 55.50 710 $4.030.03 9390.0 121973300 <br /> 90 526.00 <br /> 750.00 206.0 $4,030.03 <br /> 121%}73 SAWING BITUMINOUS PA VFI.I ENT LIN.FT. 5250 9503 t2] <br /> 214.511 SALVAGE CMAIN LINK FENCE LIN.FT. !2.T206 U(150.00 1640 1690.00 <br /> 214.321 SALVAGE WOODEN FEW CE LIN.FT. 31.30 1u 3690.00 ]1.0 f1 AO.m <br /> 214.521 SALVAGECASTING EACH S1m.00 11 51.100.03 I 20 51(30.03 <br /> 001 <br /> 112'..23 <br /> SALVAGE VEHICULAR GATE EACH 11moo 2 5503.00 1.0 f3 .OD <br /> 21%.323 I SALVAGE BUS STOP SHELTER EACH ism.m 1 2(03.00 10 fl.m0.m <br /> 274.523 SALVAGE BUS STOP BFTICH EACH 5203.00 5 f1.mo.m 20 !7030.03 <br /> EACH $403.00 1 T1m.00 1 $403.001 <br /> 64.327 ( SALVAGE STRUCTURE I 69u9.0 stn r.230 <br /> 2105501 COMMON EXCAVATION(P) CU.YD. $250 69189 1173.72250 21039.0 361117D0 <br /> 2103.307 SUBGRADEIXGVATION(EV) CU.YD. f7.W 21(09 $4 11700 - $403.9 116200300 <br /> 51m $16200D0. <br /> 210S..J 11 COMMONCIiANNELIXCAVATION CU.YD. 33.03 247520 f1II.760m <br /> 3103.322 SELECT GRANULAR BORROW(CV) GU.YD. 33.03 2173: 319.76000 - 1 1.0 $4 030.03 <br /> $4,000.03 <br /> 0105.601 MAINTENANCE DREDGING LUMP SUM 31 si.m )000.0 53.750.03 <br /> 0105.609 1 GEOTEXTILE FABRIC 50.YD. 31.13 3003 33'750'03 I <br /> 2000 1.300. <br /> I311i.3C AGGREGATE SU <br /> RF; <br /> CLASSS CU.YD. 39.03 200 5(.030.03 ISm.0 iliW0.00 <br /> 21)).)01 I WATER MGAL 21003 1 1503 1 S15.000.ODI 22700.0 S27L100m <br /> 2/71.107 AGGREGATE BASE(CV).CLASS F (P) CU.YD. 31203 22700 217210000; 2100 u.CO.m <br /> 2310}01 TY PE 31 WEARING COURSE MDTURE TON St100 210 TI,IIO.m 1 6700 ilOt10D0 <br /> (2)60.54 TYPE 41 WEARING COURSE MIXTURE TON 52300 170 310310.00 6630.0 1106.93003 <br /> 2310-501 TYPE,,WET <br /> ARING COURSE M DURE TON S21m 1650 S1m.95aw 2100 L.190.m <br /> 2110.510 I TYPE 3I BINDER COURSE M DCTURE TON 739.00 210 (2.190.03 6(03.0 5130.3472.03 <br /> 27+0.310 TYPE 17 BINDER COURSE MIXTURE TON 52130 6Im S333510 <br /> 13030.0 5203.00003 <br /> 2310.514 TYPE 71 BASE COURSE MIXTURE TON 32000 77030 5260,000001 9003.0 79.030.03 <br /> 2151}M. BITUMINOUS MATERIAL.FOR TACK COAT GALLON 27.03 9003 59.070-031 u60 319310.00 <br /> 2.%.517 TYPE F RAILING CONCRETE(3Y16)(P) LIN.FT. Siam 371 19.9W.m. 315 19,410.03 6520 579720300 <br /> 1 121R'317 O0.NAMENTAL METAL RAIL(P) LIN.FT. $6000 I, 339 1 2203a0.00� 113 3117/000 209.0 f7L310.d) <br /> 2111.301 STRUCNRE CONCRETE(iM31(P) CU.YD. 1150.4) 119.7 517,l9300i 39.7 5(]153300 I 3100 .66o001q <br /> 1 (Sa 11.501 I STR U CTU R E CON CRETE(3Y43)IN CU.YD. S203.m 1805 SX id).00I 1193 729.947110 117.0 51.(10.03 <br /> i 12131.521 SELECT GRANULAR BACKFILL(CV cu.YD 57000 473 1/,330.03 112 ICU /5046.0 19.@203 <br /> 7 1117}11REINFORCEM E.T BARS(P) POUND TO.SD lOZ'1 (5.160.50 77D 1 $3.961.50 I 107520 221133011 <br /> 1 12111.511 REINFORCEM ENT PARS(EPDXY COATED)(P) CU.YD 30.33 11121 21]13310 1632S 51.96010 - 3.0 510000300 <br /> 1 x11.601 STRUCTURE IXCA NATION LUMP SUM 570000.00 0.65 M.300.m 0.33 (1.500.03 3430.0 136000.00 <br /> 0111.603 CONCRETE BLOCK RETAIN TNG WALL 50.FT. 317.00 3003 $X000300 20 56,030.03 <br /> 0112601 RELOCATESTONE MASONRYSfRUCTURE EACH 73.000.03 1 36.030.031 - 1 1.0 2703.00 <br /> 1 M12601 INSTALL BUS STOP SH ELTER EACH f8m.0) 1 i1m.001 I 5.0 5(.0300.03 <br /> W L601 I NSTALL BUS STOP BENCH EACH 3203.03 5 ii O00.m 1.0 fSW.m <br /> 0111602 INSTALL WOODEN SIGN STRUCTURE EACH $501001 5)03.00 1.0 1100.00 <br /> 1 1103.001 <br /> 0112601 INSTALLPLANTER EACH 3103.00 3.440 $4.OBO.01 <br /> TON 5724) 370 :1.8.03 0 <br /> 10131.601 AGGREGATE FOUNDATION 6410 r7" <br /> TON <br /> 0652.4 SCSIEW FILE I'.' LIN.FT. 11200 600 37.250.03 1 99 $1.76203 1 99.0 31,71203 <br /> 2501.311 12'CSPIPECl1LVERT LIN.FT. Sig 00 20 3270.00 <br /> EACH 3725.00 _. 2 5230.00' <br /> 1501.115 12'GS PIPE AP RON I 3 $-0300 3.0 1903.00 <br /> 601.515 12'RC PIPE APRON EACH 2)(10'00 - 20 f7m.M) <br /> EACH f350.m 2 -.7034) <br /> 12501.315 1S'RC PIPE AP RON 1 :103.001 1 1103.00 20 4703.00 <br /> 160..515 I 1!'RC PIPE APRON EACH 1403.47 - 3.0 Si,m m <br /> $600.W 3 1 :'moD <br /> 0 22030.03 <br /> 630 <br /> 01.515 'RCPIPE APRON W/TRASH GUARD E+1CH <br /> S.03003 1. <br /> 2501.313 66'RCPIPEAPRON WITRASH GUARD EACH 72030.03 1.0 SSm.M <br /> $500.03 55.0 .990.00 <br /> 1 5503.00 <br /> 2)01.325 2TSPAN RC PIPE-ARCH APRON W?RASH GUARD I EACH �� SS 5990.001 <br /> 2501.561 12'RC PIPE CULVERT DES 3006CLIII LIN.FT. IS_ <br /> 12330.0 27137500 <br /> 610311 a'PERF7-P PIPE DRAIN LIN.FT. ii%1 125>0 S7L373.00 319 524703.00 3190 52170300 <br /> 6@.Sit 2T SPAN RC PIPE-ARCH SEWER CL IIA LIN.FT. $4300 213 $7,035.03 2130 27.035.03 <br /> 230.541 12'RC P IPE SEWER DES IG N 3006 CL 111 LIN.FT. 125.00 26" S6C 10000 264.0 f66100AD <br /> 12303.311 15'RCPIPE SEWER DESIGN 3006 LIN.FT. 32100 3410 TJ.S>O.m <br /> `703.547 13'RC P IP E SEWER DESIG N 3006 CL 111 LIN.FT. 32103 362 3':.550.03 <br /> 419 31:570300 169 $5,070.00 5150 f17.6aO.00 <br /> 250.511 11'RCPIPESEWER DESIGN 3006 LIN.FT. S30m 67.0 S2%O.m <br /> 23¢7.311 RC PIPESEWER DESIGN 3006CL 111 LIN.FT. 7)000 67 5_010.03 <br /> 1031 5X775300 1033.o $X2SSD0 <br /> 12303.511 '21"-RC PIPE SEWER DESIGN 3006 LIN.FT. SJ1O) IOQ.0 $41210300 <br /> LIN.FT. I 16000 1082 i4]210D0 <br /> 16@.511 21'RCPIPESEWERDESIGN)006 301 2(0)5000 1 3610 274310.00 <br /> l ST RC PIPE SEW ER DESIGN)006 LIN.FT. 54100 1020 55.(00.03 <br /> I3@.Sal 2T RC PIPE SEW ER DESIGN 7006 CT-III LIN.FT. S5 00 102 13.100.03 <br /> 24 :1.A0.m 21.0 Sl.IIO.m <br /> 603.511 30'RCPIPESEWER DESIGN 3006 LIN.FT. $5 00 99.0 33.940.03 <br /> 250;}It )0' FII DFS1O013006R IV LIN.FT. 16000 99 55,40.03 <br /> RC PIPE SEW <br /> 110 48.800.W1100 u.m0.m <br /> O5@.607 IS'PVC SLOT-TED DRAIN UN.FT. il0m 1000 21.6w.10 <br /> 0503.605 2'INSULATION SO.YD. 122.47 !(10 216000.0) 20 1,600.03 <br /> $3 <br /> 074.60I 0.F1O(aTE HYDRANT EACH 5/03.03 2 77,039.03 - 1.0 17,030.03 <br /> 054.602 RE]ACATEHYDRANT AND VALVE EACH L1 WO.m t SS.m0.m 16.0 f9.2o0.m <br /> OT%.602 ADJUST VALVE BOX-WATER EACH 5203.00 66 29.1fr0.m 16.0 13.IDO.m <br /> 03d.bM RFI.OGATE WATER SERVICE VALVE EACH <br /> 2203.00 16 53.700.03 <br /> 1200 <br /> 603 C WATFRMAIN-DUCTILE IRON CL 52 LIN.FT. 16.03 I 120 57.900.03 2000 21.100.03 <br /> 0d.603 I-COPPER SERVICE P IPE LIN.FT. T7.m 300 51.100.03 7510 i1.MS,m <br /> 93.1 $33.216.00 <br /> 034.620 WATERMAIN FITTINGS POUND 2203 711 i1,3u.m <br /> 95.1 1,137600 <br /> 12106}03 CONSTRUCT DRAINAGE STRUCTURE DES IGNAORF LIN.FT. Slm.m 1161 5.:]77600 011.9 $4,d 1.03 177.0 121320300 <br /> (603.501 CONSTRUCTDRAI.NAGE STRUCTURE DES IG N C OR LIN.FT. 3360.00 57 •1^x230 5.7 SL212-50 <br /> 2303.301 CON STRUCi DRAINAGESTRUCTURE DESIGN 54-4 LIN.FT. 316.00 13.4 415 no 33'1 Sa.D).m <br /> 2506.501 CONSTRUCT DRAINAGE STRUCfUREDESIGN66-1@0 LIN.FT. 3323.00 <br /> 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN I2-4@0 LIN.FT. 5752..00 y4.! ';0960.4) 31.1 51096000 <br /> 2306.501 CONSTRUCT DRAINAGE STRUCTURE DESIG N LP LIN.FT. 3203'00 <br />