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2015-150 Council Resolution
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2015-150 Council Resolution
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City Council
Council Document Type
Resolutions
Meeting Date
12/14/2015
Council Meeting Type
Regular
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EXHIBIT B - ENGINEERS ESTIMATE - 08/27/2015 <br />P:002 -612-130o umen5s\Road & Bridge Design \ estimate \02-612-13_SEQxIs <br />10/28/2015 <br />STATE AID FUNDS <br />ITEM DESCRIPTION <br />UNIT <br />TOTAL PROJECT <br />OUANTn1E6 <br />ESTEEATED <br />ESTIMATE <br />ANOKA COUNTY <br />002.131113 <br />EST ors ROADWAY <br />pKA Co., <br />3-01J <br />mss <br />65304.00 <br />CITY OF BLAINE <br />-ROADWAY <br />Esr OM <br />CRY OF SIAM <br />msT <br />$ 3456.. <br />CITY OF LINO <br />LAKESXX.L-XXX <br />ROADWAY <br />EST OTYS <br />.5 <br />CITY OF LINO LAKES <br />0045 <br />5 3.240.00 <br />Unit Cost <br />Total <br />MOBILIZATIONL <br />FIELD OFFICE TYPE D <br />UMP SUM <br />EACH <br />612000.00 <br />81202300 <br />006 <br />97200 <br />512000.00 <br />907 <br />S <br />$ 10884.00 <br />5576.00 <br />$ <br />045 <br />$ 54060 <br />CLEARING <br />ACRE <br />] <br />5400.0 <br />8608000 <br />s <br />- <br />$ <br />$ - <br />$ - <br />CLEARING <br />GRUBBING <br />GRUBBING <br />TREE <br />ACRE <br />TREE <br />6 <br />2 <br />79 <br />885.00 <br />8320.00 <br />56500 <br />59.86000 <br />$4%4.00 <br />.1350 <br />116 <br />2 <br />79 <br />$ 96030 <br />$4 8. 00 <br />S 5 135 03 <br />- <br />5 - <br />5 <br />REMOVEPIPECULVE' <br />LIN FT <br />160 <br />8120 <br />819200 <br />10 <br />81 920 00 <br />$ 2.3100 <br />5 <br />REMOVESEWERPIPE(STORM) <br />REMOVE BITUMINOUS PAVEMENT <br />SAWN° BIT PAVEMENT (FULL DEP.) <br />LIN ET <br />SO YD <br />1. <br />90. <br />130 <br />$150 <br />82605 <br />823100 <br />254380 <br />84020 <br />154 <br />905 <br />132 <br />.4.0 <br />8 <br />8 - <br />8 <br />REMOVE SIGN TYPE C <br />EACH <br />5260 <br />$ 8320 <br />S 1035150- <br />- <br />$ - <br />SU0000 EXCAVATION <br />BGRADEEXCAVATIg00VA <br />CU00 <br />601 <br />$150 <br />55.50 <br />.320 <br />S103515.0 <br />51914550 <br />8 <br />- <br />CHANNEL <br />FNNEIANDPONDEXCAVATION(EV1 <br />ERM <br />CU 20 <br />GALLONS <br />9000 <br />5100 <br />529.0 <br />590 OM LP <br />551300 <br />20 <br />8 <br />580.0 <br />AGGREGATE BASE (CV)CLASS 5 <br />CU20 <br />258 <br />5300 <br />5773907 <br />- - <br />5 - <br />S <br />$ - <br />5 - <br />BASE62616 <br />GGREGATE(C/)CLA.5 <br />SHOULDERING CLASS <br />W <br />CU <br />WYD <br />2 <br />11 <br />524 0 <br />$1 . <br />00 <br />$52616 0 <br />5005778 <br />209 <br />$ 6 <br />$ 64057.78 <br />LL BITUMINOUS SURFACE (2 01 <br />SO VD <br />4286 <br />51400 <br />5141460 <br />1286 <br />$ 141460 <br />5 <br />5 <br />CONCRETE ENT70. <br />INTEGRANT CURB DESIGN. <br />SO YD <br />LIN FT <br />432 <br />282 <br />55350 <br />51650 <br />5231120 <br />54.6530 <br />432 <br />282 <br />23112.0 <br />$ 4653.0 <br />$ <br />- <br />O'DOWEL BAR <br />EACH <br />8130 <br />5.20.0 <br />3305 <br />42.0 <br />8 - <br />NO 4 REIN- TIE BAR (EPDXY COATED) <br />BITUMINOUS MATERIAL FOR TAO( COAT <br />TYPE SP 95 WEARING COURSE MIX(2B) <br />EACH <br />GALLON <br />150 <br />1231 <br />263 <br />56 00 <br />. 0 <br />5850 <br />5900.01 <br />53693.92 <br />52233723 <br />1 231 <br />8 90.0 <br />3 <br />5 601.9] <br />8 9350 <br />145 <br />5 <br />1232500 <br />10 <br />8 <br />S 9.180.0 <br />TYPE .125 WEARING COURSE M.(0 E)TON <br />11]5 <br />568.0 <br />52252160 <br />3312 <br />22521660 <br />$ <br />S <br />TYPE SP 15 NON WEAR COURSE MIX PI 01 <br />2 <br />CS PIPE CULVERT <br />TON <br />LIN FT <br />96536.0 <br />$630 <br />8740250 <br />.5280 <br />1175 <br />98 <br />7 <br />$ <br />$ 3 528 00 <br />$$ <br />8 - <br />15'CSSAFETY APR 8GRATE DES 3120 <br />EACH <br />5530.0 <br />8212.00 <br />21200 <br />8 <br />8 <br />5RC PIPEAPRON <br />. RC PIPE APRON <br />15' RC PIPE SEWER CLASS V <br />EACH <br />EACH <br />5 <br />1 <br />666 <br />$630 0 <br />5780 00 <br />520 <br />50. 0 <br />5]0.0 <br />5279.02 <br />5 <br />39 <br />649.36 <br />$ 5 3 <br />S 30400 <br />$ 272]304 <br />5 <br />5 - <br />61 <br />1695 <br />80 <br />5 5 <br />7198 <br />21' RC PIPE SEWER CLASS III <br />LIN FT <br />131 <br />$54.0 <br />5]00.]4 <br />14.05 <br />8 <br />$ - <br />5 <br />9705 <br />$ 5240.75 <br />$ 12 <br />(NAGE STRUCTURE DESIGN H <br />QST. DRAINAGE STRUCTURE DES 48402 <br />CAS605 <br />TING ASSEMBLY <br />LIN FT <br />LW FT <br />EACH <br />55 <br />23 <br />83100 <br />530.0 <br />56750 <br />.00 <br />523,850.60 <br />5155250 <br />4199 <br />1934 <br />$ <br />5 18,03 65 <br />$ 1305459 <br />5 - <br />S <br />1348 <br />356 <br />5 5796.03 <br />$ 2 4750 <br />RANDOM RIPRAP CLASS III <br />CU YD <br />20 <br />81 194.0 <br />5 <br />FIL1ER <br />GEOTEXTLEFILTER TYPE IV(MWISO <br />4" CONCRETE WALK <br />CU VD <br />SOFT <br />2 <br />216 <br />6.7 <br />51100 <br />1700 <br />53.20 <br />5.10 <br />98. 0 <br />56056 <br />528 113 <br />2 <br />216 <br />6857 <br />90 <br />5 .0 <br />$ 690.56 <br />S 28 113 70 <br />$ - <br />S <br />5 <br />S <br />6' CONCRETE WALK <br />SO F7 <br />2187 <br />51350 <br />52952450 <br />712 <br />8 9,612 OD <br />629 <br />S 049150 <br />S <br />846114210 <br />$ $ - <br />CONCRETE CURB 8 GUTTER DESIGN SPECIAL <br />CONCRETE CURB 8GUTTER DESIGN B018(MOD) <br />L. FT <br />L. Ft <br />2352 <br />5230 <br />51750 <br />582340 <br />541 160 <br />358 <br />2352E <br />5 8234.0 <br />41 160 00 <br />- <br />1085025 <br />590 <br />S 1090575 <br />CONCRETE CURB 8 GUTTER DESIGN .24 <br />TRUNCATED DOMES <br />AL BOX SUPPORT <br />LM FT <br />SOFT <br />EACH2 <br />2365 <br />40.9 <br />51050 <br />8350 <br />$130.0 <br />543 752 <br />5142600 <br />52600 <br />1189 <br />2 <br />8 21996 50 <br />5 <br />200 <br />587 <br />192 <br />$ 67200 <br />216 <br />5 7,560 00 <br />- <br />LI BOX SUPPORT <br />EACH <br />2 <br />580.0 <br />60 0 51 <br />2 <br />8 <br />S <br />4 <br />S 0 0 <br />8 <br />400 <br />8 8NDATION <br />LIGHTING UNIT TYPE SPECIAL <br />LIGHT DESIGN E <br />2' NON-METALLIC CONDUIT <br />EACH <br />EACH <br />LIN FT <br />16 <br />16 <br />230 <br />$2100 <br />5750 00 <br />56.70 <br />53300.0 <br />51200.0 <br />515410.0 <br />8 <br />1. <br />81 <br />5 6000 <br />7 705.0 <br />0 <br />.5$ <br />$ 300.0 <br />3852.50 <br />0 <br />75 <br />$3,000 00 <br />$ 3 052.0 <br />UNDERGROUND WIRE 1 GOND NO <br />LIN FT <br />$080 <br />579200 <br />4950 <br />5 <br />210.0 <br />2475 <br />25 <br />$ 90.0 <br />% 1 <br />2475 <br />81,980 03 <br />S 1,050 0 <br />SERVICE CABINET TYPE Lt <br />SERVICE EOUIPMENT <br />EACH <br />1 <br />5200 <br />51200 <br />84.20.0 <br />51200 <br />50 <br />S 6000 <br />25 <br />S 300 <br />25 <br />$ 300 <br />EQUIPMENT PADS <br />EACH <br />51000.0 <br />51600.0 <br />50 <br />500 CO20 <br />50 <br />S 250.0 <br />5 1000 <br />25 <br />50 <br />S 2500 <br />$ 1,00300 <br />HAND HWE2 <br />RAISE GUARDRAIL <br />TRAFFIC CONTROL SUPERVISOR <br />LIK <br />LUMP SUM <br />160 <br />8200.0 <br />$120 <br />$5700 <br />$4.00.0 <br />819200 <br />55 700 <br />1.0 <br />1605 <br />200.0 <br />1920 <br />8 51.90 <br />008 <br />8 <br />S 2730 <br />O. <br />$ <br />S 256.50 <br />TRAFFIC CONTROL (STAGE I) <br />LUMP SUM <br />56000 <br />5600.0 <br />907 <br />85 442 00 <br />54420 <br />048 <br />2.00 <br />0 $ 288 <br />045$ <br />045 <br />2700 <br />S 27000 <br />TRAFFIC CONTROL (STAGE 2) <br />TRAFFIC CONTROL (STAGE 3) <br />SUM <br />MP SUM <br />5600 .0 <br />56000 <br />5600.0 <br />56,000 <br />907. <br />$ <br />.048 <br />$ 2880 <br />8 288.0 <br />045 <br />045 <br />5 2700 <br />5 2700 <br />TRAFFIC OONTROL(STAGE 41 <br />DETOUR SIGNING ( CSAR 121 <br />DETOUR SIGNING( CR 531LU <br />MP SUM <br />LUMP SUM <br />MP SUM <br />560.0 <br />0 <br />54000 <br />5000.0 <br />86 OM 00 <br />54.0 <br />907 <br />907 <br />E 54420 <br />$ <br />$ 3620.0 <br />5 36280 <br />.048 <br />008 <br />192 0 <br />$ 1920 <br />045 <br />045 <br />518000 <br />S 180 00 <br />SIGN PANELS TYPE C <br />SO FT <br />53250 <br />10 <br />53131 37806 .75 <br />31 37875 <br />8 <br />5 <br />SILT FENCE TYPE MS <br />DRAIN6 <br />IO <br />STORM INLET PROTECTION <br />LIN Fi3 <br />279 <br />820 <br />5150.0 <br />5100 <br />50500 <br />3259 <br />2 <br />E 518 00 <br />5 4050.0 <br />- <br />- <br />8 <br />S <br />SEDIMENT CONTROL LW TYPE WOOD FIBER <br />CULVERTENDCONTROLS <br />LIN FT <br />EACH <br />64 <br />5.3.0 <br />51590 <br />51920 <br />5600.0 <br />192 00 <br />600 <br />- <br />FERTILIZER TYPE 3 <br />POUND <br />150 <br />51 50 <br />5225 71 <br />150 <br />$ 22571 <br />S <br />$ <br />SEEDING <br />SEED MIXTURE 25-121 <br />SEED MMTURE33261 <br />ACRE <br />POUND <br />POUND <br />1. <br />2 <br />5880 03 <br />5350 <br />5200 <br />82206.91 <br />553543 <br />539610 <br />153 <br />20 <br />8 220.91 <br />$ 53543 <br />5 396.10MSEED <br />- <br />5 - <br />E <br />IXTURE 35.221 <br />POUND <br />19 <br />5220 <br />$426.20 <br />19 <br />426 20S <br />S <br />5 - <br />E <br />MULCH MATERIAL TYPE 3 <br />DSKANCHORING <br />EROSION CONTROL BLANKETS CATEGORY <br />TON <br />ACRE <br />SO YD <br />3046 <br />$7600 <br />8220 <br />52 40 <br />5547080 <br />5792. <br />5]309.87 <br />7 <br />85 478 80 <br />792. <br />8 73087 <br />- <br />- <br />8 - <br />8 <br />$ <br />RAPID, STABILIZATIONMETHOD 3 <br />MGAL <br />22 <br />5500 <br />S9732 0 <br />22 <br />8 9.732.0 <br />5 - <br />$ - <br />4'SOLD LINE WHITE-EPDXY <br />4 - SOLID LINE YELLOW-EPDXY <br />LIN FT <br />3310 <br />80.3] <br />.37 <br />52 536.20 <br />8122470 <br />.60 <br />33108 <br />2 538 20 <br />122070 <br />BROKEN LINE YELLOWEEPDXY <br />LIN FT/20 <br />50.37 <br />50440 <br />120 <br />$ <br />5 161250 <br />- <br />4'DOUBLE SOLID LINE YELLOW-EPDXY <br />PAVEMENT MARKING SP00103ECIAL <br />LIN ET <br />SOFT <br />210 <br />624 <br />50.75 <br />5160 <br />51 612 50 <br />$99840 <br />2150 <br />624 <br />5 99640 <br />$ - <br />$ <br />BASE BIO TOTAL: <br />31,266,431.86 <br />$ 1.423,187.4$2 <br />$ 42046685 <br />Y ' •79.67Cr <br />P:002 -612-130o umen5s\Road & Bridge Design \ estimate \02-612-13_SEQxIs <br />10/28/2015 <br />
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