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<br />BID TABULATION
<br />CITY OF RAMSEY
<br />Bituminous Overlays, Storm Sewer Improvement
<br />160th .Lane NW Extension, St. Francis Boulevard
<br />Frontage Road and Trail Improvements
<br />
<br />.
<br />
<br />Bids o~ened 10:00 3.m., Tuesd01Y, Juiy 11. 2006.
<br />Thll!t'e were 3 bids received. as shown herei'!.
<br />
<br />DMSION B: BITUMINOUS OVERLAY AND STORM SEWER IMPROVEMENTS
<br />
<br />Siluerty Cf2mpaniu
<br />
<br />W.B. Mille,
<br />
<br />Hal'dtWe$
<br />
<br />211.501 ,. r ate Class 2 Shouloer
<br />n.so' Mil Bluminous Sunate
<br />2 50.501 TeL V4 Wea"" Coufse Mbclure
<br />2357.502 Bituminous Material for Tack Coat
<br />1710.8 TraffIC CDntrOl
<br />
<br />510
<br />600
<br />18000
<br />4000
<br />
<br />CY
<br />sY
<br />
<br />
<br />$880,9~9,80
<br />
<br />$965,722.50
<br />
<br />$1,053,ll'ZO,OO
<br />
<br />Bid Schedule -.... ~ Bltur1linOU5 Overlav Imorovemenls IProi. D~ and Dr11)
<br />ITEM
<br />NO,
<br />
<br />SPEC,
<br />
<br />rrEM DESCRIPTION
<br />
<br />ESTIMATED
<br />OUANTITY
<br />
<br />TON
<br />GAL
<br />LS
<br />
<br />Tolat Sid Schedu. -A-
<br />
<br /> 8.iII..rly C4;1mpan;es W.B.Mlller Hiln;1rives
<br />Bid Schedule "S"' - Storm Sewer knorovements-fProiect 06-211
<br /> ITEM eSnMATED
<br /> NO, SPEC. rrEM DESCRIPTION OUANTITY UNIT' PRICE EXTENSION UNIT PRICE ExTENSION UNIT PRICE EXTENSION
<br />1 7104.501 Remove BiltJminous Curb 4700 F $2.86 513,442,00 $2,6~ 512,455,00 51.15 55.40S,OO
<br />2 2104,50' Remove Concrete Curb and Guner 60 LF 53,15 5189.00 58,40 $504,00 55.30 5318,00
<br />3 2104,505 Remove Concrete Pavement 150 $V 5525 $787.50 $7,35 51 102.50 ".00 <I 200,00
<br />, 2104,501 Remove 8itumfnous PaYemeftt 9800 $V <'>.69 ""6 362,00 '8,00 "'8400.00 '14.95 $146 S10.DO
<br />5 2104.513 a...o-o Bituminous Pa'-em 'Full Oeottn 3500 LF 51,31 <4 585,00 52,65 59.275.00 ",15 <11 025,00
<br />6 2104.513 S_" Concrete Po"",,"", 'Full 0-'" . 80 LF $4,73 '.5318,40 55.25 <.420.00 '5,00 5400,00
<br />1 2105.525 To"soH Borrow IL Vl 500 CY 528.13 <14065,00 <17.50 <8750,00 <19.00 <9 500.00
<br />8 2%11.501 Annr.....ate Base Class 5 Modified 2200 TON 512,64 $27 808,00 50.10 '22t1.00 '16.15 $35 530.00
<br />9 2'<01,501 r'..nncrete Pavement 150 $V $47,25 57 087.50 <.45,00 <6750,00 <70.00 <10500.00
<br />10 2350,501 T....e L V4 We~ COuf'Se Mildure 230 TON ' '61.23 $14 082.90 <114.00 526220,00 58,,00 51' 030,00
<br /> ,.- '5501UO <67200,00 '54.00 <60480,00
<br />11 2350,502 T""'" L V3 N",...We:arinn CourSe Mixture 1120 TON $49,12 60.00
<br />'2 2357,502 BituminoUs Material for Tack Coat 20 GAL 51.48 <29.60 <10.50 5210,00 55,50 <110,00
<br />13 2503,54-1 iT RC FJifuo Sewoer Des""" 3006 Cl5 270 LF 525,33 "'1139.10 <.49,50 <13365.00 526oS0 $7.'55,00
<br />14 2503,541 15" ~C p.... Sew... Oes"'n 3006 C1.5 6'0 IF <21,04 516764.80 '37,80 <23436,00 528,65 <17
<br />15 2503.541 ,8'" RC P.... Sewer Des"n 3006 CL3 ,'80 . LF 529,52 <34 833,60 <.42,00 $49560.00 532.00 537
<br />16 2503.54 1 21" RC Pipe Sewer Des;gn 3006, CL3 2450 ' F <32.27 """'061oS0 145.50 5111475,00 $3S,30 $86485.00
<br />17 2503.541 2r RC Pipe Sewer Design 3006, CL3 ' 20 LF <.41.79 <835,80 <62.70 <I 254,00 $46.30 "26,00
<br />18 2503.573 1T RC >.pmnIFES 2 EACH 5710,55 51421,70 $600,00 '1200,00 1901.00 51 802,00
<br />19 2503.573 15" RC ApronlFES WIT""," Gu.... . EACH '860.17 " 720,34 '960.00 '1920,00 '1 285,00 .. 570.00
<br />20 2503.573 2'" RC ApronIF.S WITr'astt Gu.... 1 EACH <938.09 <938,09 51 '00,00 " 200,00 <1 642.00 51 642,00
<br />21 2503.573 2rRCA~~ESWlTmMG~ 1 EACH '1 845,31 " 845,31 <1 625,00 '1 625,00 'I 820,00 $1 820,00
<br />22 2503,602 21. Bulkhead 1 EACH "72,75 '372,75 '26',50 '262,50 583.00 '83,00
<br />3 2503.602 ConnecllD ~ SlQm\ S_ 2 EACH $1522,50 <3045,00 $1260,00 $' 520.00 53i\ll'Z,OO $7 604,00
<br />2' 2506.501 ConSb'UCt Orainage StruClUre Design 2' x 3' 6 EACH 51 466,03 58796.18 51 900.00 $11400.00 ., 820.00 510920.00
<br />25 2506.501 ConstruCt,Orainage Structure Design A8.. 4020 19 EACH <1 923.29 536 542.51 '2375,00 . '45 125,00 "'''''5.00 <42 275.00
<br />26 2506.501 ConstrUCt Drainage Structure Design 54i .. 4020 , EACH <2.536,30 n 608,90 <, 400,00 510200,00 , 030,00 <9090,00
<br />27 2506.501 CanSb'Uct Drainage StruCture Design 60... .c.o20 , EACH 52 891.23 $2 891,23 <3 000,00 53 000,00 <2 930,00 52930,00
<br />28 2~06.602 ConsUuc:1 Wal... Quality S""....,. Design S_ 1 EACH <34 970,~7 '34 970,57 S44 650,00 $44 BSO,OO <'8 000.00 '38 000.00
<br />29 zs,110501 Random Riprap. Class III 25 CY <90,30 52 257.50 '90,00 .., '~O.OO <noo " 800,00
<br />30 2531.501 Concnne Curb and Guaer Design 8618 60 LF "6.25 51 575,00 <35,00 ., 100.00 545.00 $2 700,00
<br />31 2575.501 SeedinV 1 M"RE <525,00 '525.00 52~OOO,OO ., 000,00 .., 'OS.OO 52 205,00
<br />32 2575.502 Seed ........ 280 200 LS $2.63 '526.00 <3,00 <600,00 ....45 5890,00
<br />33 2575.511 Mulch Material Type 3 . TON 5157,~0 <315,00 <800,00 $1600,00 $1 433.00 $2 866,00
<br />34 2575.505 Sod 3700 $V $3.15 '" 655.00 ".50 $12950,00 S7.90 $29 230,00
<br />
<br />Tolal Sid Scnedu. '"8-
<br />
<br />$419.172.18
<br />
<br />$555 199.00
<br />
<br />5603 524,00
<br />
<br />Tcn.181d Otvision"'8- {SC:hodute'Aand 81
<br />
<br />51304.131,98
<br />
<br />$1.520.921,50
<br />
<br />51 656.54.4.00
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<br />-304;, mldiv bcbtBIO TAllULA nON
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<br />BT . 1 OF 3
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