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E2. Airport Road Intersection and Sidewalk Improvements Bid Recommendation-aflu"06,4 �ALISPELL MEMORANDUM To: Doug Russell, City Manager Cc: Jarod Nygren, Director of Planning From: Katharine King, Community Development Re: Airport Road Intersections and Sidewalk Improvement Project Meeting Date: April 6, 2020 BACKGROUND: The South Kalispell Tax Increment Finance (TIF) District Urban Renewal Plan calls for traffic improvements to the intersection at 18th Street and Airport Road, improvement of the City -owned vacant lot at the same intersection to a public parking facility, and sidewalk connections where none have been built. Bids were received on Monday, March 30, 2020 at 2:00 PM. Two responsive bids were received from local contractors: Bid Schedule: LHC, Inc.: Base Bid $1,031,208.92 Add Alter. 1 $448,134.79 Add Alter. 2 $233,668.82 Add Alter. 3 $139,918.19 Add Alter. 4 $129,837.08 Add Alter. 5 $66,975.75 Total Add Alternates $1,018,534.63 Total Project $2,049,743.55 Knife River: Engineer's Estimate: $1,168,106.85 $964,373.32 $480,359.78 $448,973.60 $225,103.41 $183,887.96 $155,022.55 $121,056.98 $129,295.41 $105,723.00 $89,272.73 $67,509.00 $1,079,053.88 $927,150.54 $2,247,160.73 $1,891,523.86 An evaluation of the provided bids was performed by WGM. The evaluation entailed reviewing the contractors bid proposal and verification to conformity with the necessary procedures identified in the bid proposal process as well as verifying all information was provided through the quest CDN site. Staff is recommending an award of the contract for the base bid and alternates 1, 2, 3 and 4 for a total award of $1,982,768.80 to LHC, Inc. REQUESTED ACTION: Motion to award the Airport Road Intersections and Sidewalk Improvement Project to LHC, Inc. with the execution of the base bid and add alternates 1, 2, 3 and 4 for a total award of $1,982,768.80 and authorize the City Manager to approve add alternate 5 through change order provided the funds are available. FISCAL EFFECTS: The project will be funded by the South Kalispell Tax Increment Finance District per the urban renewal plan (2185-000-430300-840). ALTERNATIVES: As suggested and approved by the City Council. ATTACHMENTS: Bid Analysis. 201 1" Avenue E Phone (406)758-7730 PO BOX 1997 Planning Department Fax (406)758-7739 Kalispell, MT 59903 1 1 www.kalispell.com " WGMGROUP ''o^-r^u�' �. .1 `✓aluc-s Insured Futures Airport Road Inreraectiom8 Sidewalk Improvements Project 145869994j Owner. Kalispell MT, City of S,liciton WGM Group 03130/202002:00 PM MDT EngiZ Estimate LI4C, Inc Knife River Cerpmation- Kaprpell Section TR Line Item Item Code Item LlesenIXi,n OP M aoa llN Vnil Pric. EOtensl,n Vnit Price E...... V'"", EkM�eibn TOTAL BASE BID $964,373.3i $1,03i,208.92 $1,168,106.85 5ch.d,I¢A 5415,145.54 $426,512.70 Sd7S,633.1] 1 1 Mubli7eSipn LS I $41,724,00 $41,724,00 553,694.7E $53,59472 $7A469 c5 574,46945 Z Z TTadtir Cenlrpl LS 1 $16,690,00 $16,690,00 $21,644" $21.643 b4 $T4,0fil SA $14,06191 3 3 Material Testing LS 1 $33,3]9,00 $33,319,W 540,423.72 $40A23-78 $3A.942.79 $31,9d2.]9 4 4E-ion Cmabul LS I $8,345,00 58,345,W $8, 127.04 Skli!7 4 $10,49544 $10,d95.m 5 SPermlts LS 1 $0,345,00 S8,345.W 67E01.23 $7,B1j 33 $3,841 as $2541.86 6 6 Remove RP„n Ma�hot¢ EA 1 $50000 5500,W $L210.31 $1.2103, $41219 $412.16 7 Remove Culvert LF 19 $20,00 saw Do 960.95 $L1S8-OS $58.70 $1,115.30 8 BAsphalt Removal $Y 1258 $S,W 56,290,W 92E1 $3.5449s Sd.91 $6,176.]8 9 e we[Pnrrrie SF IRS $5,00 $990,W S2.7] $509 na $].74 $327.12 30 30 Ex avatlnn above 5uhgratle LY 400 $30,00 $lY,OW,W SZ2.63 S6ASz cD $55.47 $22,IRBAC 11 111, hllne Asphalt JTypa Rl SY 1412 $2000 S2B.240,W $21.63 S}0,54j 56 523.03 $32,518.36 12 326"Thickness 3(4"Minus Crushed Rase Cqune SY 141E 57.67 SID.83004 $3.12 571.733_)2 $1D50 $14,826.00 13 ;3 A5"Thldn¢sa'3"Menus Coshed Sub Rasp a 70G $3S,DD $24.710,W 534.30 524,21580 $35 D0 $29,710.X 14 ;4 G¢PI¢rt4M 5¢paratl" Fahrlc SY 1456 S2.00 SY,922,W $0.95 $1,353.20 51.41 $2,052.95 15 15 6"CPn Sidewalk, Driveway Appmath¢s, Ramps, Etc. SF 3109 58.50 526.426.`A $].Y9 522""fit 53.- $25,120.72 16 A6 CO binad Cqn Cush&Goner LF We 118.OD S1Z.744.00 $19.54 $1333632 517.69 112,524.52 11 17 DmecbMl Warning D¢vkea'MDT' SF 18 535.o0 $630.W $45.19 58676E 54437 1798.66 18 1, DmlctlMl Warning Pan¢Ij01ty) SF 30 $25.- $950,W S26-7] $1,017.26 $36.16 $1,174.08 A9 A9 30" 6l $1.7 fxrh Basin w/curb inl.t frame& rover FA 4 $2,E00.W Room 510,Roo m 52543.65 $10,174.60 11Im .]5 $12,C29.W Zn 20a dla_Senrm Manhole w/frame&Cover EA 3 54,300DO $2919.02 %,757.03 $3,383.50 $10,150.50 21 2160: dla_Storrn Manhele w/forme&Cover EA 1 $5,30000 S5.3W,W $4380.4p S4,3 do 54,993.Y] $4,393.50 22 2212"CMP Pip, Cubert LF 14 $36.00 $509,W $69.56 $97354 $86,86 $1,216.04 23 231E"dld_$DR 355term Meln Plpe LF 559 $S6w $31.30d.W 54L59 $23,2M 1 $7S.]8 $44038.@ 74 14 5tormwar¢r tl MLV UN, EA 1 $14,00MOU S14,000 Do $14.134'OZ 516,1340E $24,745.L0 $24,745.00 25 ZS M"W, Outlet St,u- CA 1 $6,500,W $5,wo.00 S4, 129.04 $a,1Z9,04 $3,48450 $3,486.5C 26 26 let Eak F g Storm Drain LF 51 $7,00 $357,00 $]430 $733.38 $2313 27 21 Conned to E�sOng Manhole EA 2 5000.W $1,fi00.W S1,240.41 $2.d8096 $2,59065 $5,181.30 26 28 Adlust 5trurture to.,add u 1 $5,180.W $5,180,00 $523,59 $523,59 $1.2 1 11,232.33 29 Z9 Manhele Cenrrete [pllar/APmn 6A 12 $300.00 53,600.00 S567.82 $6,813.84 S403.12 $4,53].44 30 30 5,l tight Rases EA 3 $7S0.00 $2,250.W $1,110, 45 $5,331,35 S1.07d 23 $3,222.69 31 31 1" C¢ndu4 w/ pull rope LF 625 $1.4D SS75.W 56'3 S3,%,2 Z $6.13 $3831.25 32 32 Z" Cendvk Sch. 00 W/pail RPpe LF 85 $3.00 $255.W S6.42 $54570 562E $528.]C 55 33 U"kty Trench W/Radding IF 770 S9.00 56,930.W 5T.50 $5,775.W 57-11 $5,5ill 39 36 EI¢rtrlral SeNire Auemhly FA 1 $6,600.00 Sfi,600.00 $S,4fi1.23 55,46123 $5,28 M S%U3A8 35 35 Relxm¢ bry Nilk,es L5 1 $15,000.OD 515,M W $2,677.07 $Z.67] 07 $14358 97 $10,3s8,9] 36 36 rvew Sign lSgelt 5lgnj 6A 3 $625.00 $1,875.00 $792. 2 $Z,37723 $76818 $2,276.97 37 37 blew Sign EA 21 s400.00 $8,400.00 '792,41 $16,640.61 $a -AR $],536.48 36 3s E0, Pavement Mahi Paint GAL 68 5475.00 $32,3W0D .74,]9 $25A85]2 $37261 $25.337,48 39 34 Epory WPrds &SymbPls Palm EA 25 $125.00 53,125.DD $P1a17 $$,359.25 $212.92 $5,323.00 40 40 , wStreet Tree EA 6 S50D.W 53000.D0 5599,66 $3597.96 $5$3 P9 $3,498.S4 41 414" Sch. AO PY[udgatlPn 51¢¢v¢s LF 0$2.00 $nam ssm $580.80 $2333 $1,349.M 42 424"Tppseil&5eed SV 815 S9.m S7,335.00 I S1357 $iLP5955 $17.13 513,960, 95 Schedules $528,627.]e 5594.59722 $669,4731A 45 43 R.-5t,�m Manhele EA 1 $SW.00 53DD.DD 53,210.51 $1.210,31 $472.16 $47214 m m Asphak Removal SY 112 $5.00 5'.. S5.43 $608, 16 .11 51.10o 96 45 45 R,nwve Concete SF 248 $5.00 $1,240.00 53.02 S740,96 $1.23 $42gm 46 46 Eacavatiunabw 5ub8Tade LY 1600 $30.00 548,ow.00 523.68 637.888,W $d6.72 574,75200 47 473" Thickness Asphalt lTYpe ej SY M21 $16.00 5109,156.W 516.51 S212.614, 71 51818 S124,005_79 48 466"Thicknes3/4" Menus Crushed 3ase[ours¢ SY 6821 56.60 545,569.2E $8.39 $S].2 Z8,19 $403 561,593.63 49 499"Thicknes33,rMi nos Gashed Sub Base purse C4 1800 $35.m 563,000.W S38.79 $69.8Z2W $95.W 563,OD]40 50 50 a -tail. S.Parati,n Fabric 11 6945 $2A0 $13,890.00 $0.93 56.43&85 51.41 59.792.45 51 51 fill ConcreteSdewalk Omy App„ath,a, Ramna, Etc- SF 621A $a- $52,793.50 5732 $45,464,52 58.0E $4%12,22 52 52Combined C4nurneCur6&Gutter LF 2... $16.DD $52,830.00 $21.33 5:2,603, 55 sm 12 $53.1$2,20 53 53 Asphalt Patchin8 SF 96 $4A0 $376.00 $12.)3 1,Y01, 52 $9.W $845 DO 54 54 OeteRi6la Warning Device¢ jMOT� SE 10 "I'm $1 -W 548.19 5481,90 Sm38 $443.80 55 510elad,bla Warning Panel�cxy; SF 30 $25A0 s]50.60 $2677 S6C3, 10 $36,16 $1A04.80 56 56 SO"dre, S.- woh 8asln wf wrb ml,t frame& Cover EA 1 $2,600A0 52,600.00 $1,904.19 51.904, 19 $2.67650 $Z,676.50 5] 57 12" did. 'DR 355hSm Dram Yip, LF 190 550.00 $9, Sw Do $43.80 :3.322,Do $78,]6 514.968, 20 58 562E'dw. 5DR 355t,rm Drain Cuh,rt Pipe LF 173 $50.00 56,650.W $46.04 57.96a92 $78.]8 $13.628,99 59 59 12" di.. Flared End s dui a EA 9 $915.m 11:175.00 563.09 S567.81 5177,75 52A99.]5 fi0 60 Adjus[Struc[ur.tu Grade L$ ] $5,920.00 $5,920.W $523.59 $523,59 $SYL55 $821.55 fit 61 M4nhal. Con C,11,,/Apron EA 8 53tT0.00 $2,400.W $517:79 54,542.32 $4W.11 S3.Z24.88 62 fi2 New SlgnlPariing LW EA 4 14N.W $3,600.DO 5297.00 $2',313.0] $246ce $Z,Z14.81 fi3 63 Bp,sy Pay.mem Marking Paint GPL 10 $475.00 $4,750.00 $374.79 53,79T.9D $3]2.61 63.T36.I0 64 64 Ep.s W.,&&Symb,l. Paint EA 7 $45.00 $315.W 5214.L] 51,499.19 921Y.92 SL490.m 65 65 Buried Fleancal LS 1 530,740.00 $30,740A0 $52,L49.36 S52,149.36 550,448.20 550.498.w fifi fib Riprep fG,ehbpc MirafilWn&Granular Ceshipnj SY 73 sloow $],300A0 $53.54 53,908.4E $76.14 S5,558.22 67 674"3ch. 40 PVC 17A. tSleeve 11 ... $2.00 $830.00 58.3L $3,m8.6S $23.32 $9.677,W 68 68 New Stree2Tree Ea 20 $375.00 $7,500.G0 SSISBA6 511,993.20 $583.09 $11,662.s0 69 fig New Coniferous7-a 7-8'Hei9" EA 4 $300.00 $1,2D7.00 5]04.61 52,838.m S685.14 SZ.7W,11 70 ]O New Flowering TreejZ.25"cal sazdl EA 21 $3WA0 $6,300.00 $599.6fi 512,592.86 $583.09 512,244.89 ll Tl Irrigati,n System L5 1 $27,058.00 $2],058.00 SSS,d]4.18 $55,4T4.18 S59.157.74 $59.157.14 72 T24"Teps,11&Seed SY 1800 $9.Do $.,2w:oc $12.36 522,2m.m $1733 $30,839.m 73 73 Bollards. Chem,&Private Sign LS 1 $1A00.00 $1,dw.w Sl,m5.62 52,445.62 51,364.26 $1.384, 26 gas® Rid Fixed Price Misc, Warp $20,000.00 $20,000.00 S2D,0WOm.W 74 74 Miec,llaneous We,k EA 1 s2o, 0 .00 $20,00].00 52D.G03,00 S2D.0W.00 $2DAW.W 520.on TOTAL ADD ALT1 $"8,973.60 1 $448,134.79 WD459.78 Addis-A4.rnWnt $67,72532 $67,316_n6 $65,99114 75 75 MPbllcad.. LS 1 54.107.60 $4,1D7.50 $2,d96-11 52.446.3] $3y3515 $3,935,15 75 767raf8c CPmml IS 1 $1,643.02 11,593.0E $4.458.93 S4A5&93 $3,L80.1D $3,1RD, 10 77 ]]MatedAT-119 LS 1 53,2E6AC $3.28&00 $2.949.Y8 $294675 $2,1g2M 52,182,W 79 7S Erosion C.-.1 IS 1 $821.S0 $s"50 $642, `A $b92-50 $64565 $645,65 79 ]9 P¢rmils IS 1 $821.60 SBYLEO $Z 6.78 $Z6.1$ $7440 $74,40 3l] BP Asphalt Remora! SY 183 ss.m S915A0 $7.59 $1.379-82 5, As 51,]98 E9 31 51 R¢mme[enrret¢ SF 218 $5A0 S1,WDM $3,30 S719-db $174 $379,32 92 62 Evca.atlPn above Subgmd¢ CY 4] $41.00 61.927.00 $91.78 S4.}13-66 $GO-19 52,82993 B3 03 CPmbmld rAn Cush & Goner lF 226 318.00 $3.886.00 $30.35 K555-60 $2E91 $6,244.56 S9 : 06 tantlsLape CuM 6"a 18" LF 20 320.DO S400A0 $M]a6 5&03.Z0 $2459 $491.80 85 RS Oet¢ctibll Warning 0¢vEr MDT} SF 10 535D0 S350,00 $44119 S451.90 5"18 $d43,80 36 s66"CPnrrme Sidewalk, Odveway AppmaMes, Ramp4, Etc. 5F 2319 Sam $19,711.'A $7,` $17.392.50 $1023 523,72337 37 87 [nncrete Prlueway f26'Commerci.lj EA 4 $4.4W.W $11.b00A0 92,937.80 $1LTS1.W $1,s6306 57,45224 88 0} Concrete Prlueway ( Rlsldlnrlaly EA L 53.SW.DO S3,Sf10.00 52,937.69 $Z.937.69 $1, 71233 $1,]1233 89 s9 Asphalt P,T,hing SF 583 S4.00 $2,732.00 S4A9 $3.PF6.6] 58-25 55,6ad_75 90 90 Nc,9Street Tree EA 2 S375.00 $750.W S658, 56 51.317.1E $6d0.36 $1.2E072 91 914"T sail&Seed SY 465 59.00 54.135.00 1 $L3,08 56A62,Z0 F $8-57 ",Ms 05 Addit-Alternate 1. Alrp.1 Rwd-S,gment 2:18th 5t East t. C,uM lWLdiyI- $94,3d5.32 992,269.7E $89,165.10 92 92 M,611uti,n LS 1 $4,107.60 $4,1C7.69 $2,49b.11 52,496.I3 53,935.15 $3.935.15 93 93 Traffic Cuntr,l L5 1 51.643.0E si, 02 $4,45E.93 54,45 33 $3,0fi3.59 53.063.59 34 94 Matedal T,sting L5 I $3,826A0 $3,826.00 $3,480A9 S3,dw.19 $2,1b2.0b 52.162W 95 95 Erosion Cen[rer AS 1 5821.w $8ZL60 SIC SO $642.w 5619.31 $619.81 % 96 Permlts IS 1 5821.W $321.w $26,78 $26.72 574.40 $14.40 97 97 Asphalt Removal SY 202 I'm $1,010.- $168 $1,551.36 IS"52.985.66 98 98 Remove Concrete SF 900 S5.(q $4,50000 $201 $1,809.W 51.73 51,557.W 99 99 Fxcrvatien abwe5ubgraoa CY 34 $55.W $1,9]Dd0 5128.52 $4,369.6B $fi0.19 52,046.1Z 16D I. Cembrned Cpncre[e Curb&Gumer IF 309 $13.W $5, 66Z 66 $31,38 $9,696.42 $26.92 Se.935.28 101 101 Landscape Curb V" 18" LF M $20.W 5Aww $4046 56092c 52459 $491.80 102 102 fi"Cancrtte Sidewalk Dm-,App-hes. Ramps,Erc Sr 290 58.50 520, 136.50 57.46 $17'72.74 SIO.23 524.234,87 103 163 Contte[e Driveway{gesidentiar} E0. 9 $9,SW.W 5S?500.00 $290358 $26,132.22 51,]]025 $]5392,25 104 164 Asphalt P.wg SF 1WO $9.W $4,UODD $4.22 54,595.08 %825 $8.99 Z.50 105 105 Replaw Pedestal CA 1 SSW.W 5500.OD 5428,W 5428.58 1511-91 $517.95 166 106 Alust Strunture to Grade LS 1 1A'.0C $LA0-W S26z_sl $262.31 1.11.51 San, 107 107 Aemwe& New NO,- Assembly EA 1 SS,SCo. $SSO W $$.76370 $3,70.70 $6,413.50 56A13.50 108 CDs Remove/Replare Fence IF LO I.W.S2 $ZOP.W $167-06 $1,0]O.811 $102.54 51,025.90 1f19 169 Remove/Replace sgn EA 1 5375.W S17$.00 $33711 $337.32 5322.99 $912.99 110 110 New Smdx Tree EA 4 5375.W $19W.W $659.56 $2,634.24 5640.3fi $2,561.n9 111 11,W`F.ep11&1eetl SY 462 $9.W 54,21200 1 $1288 $6,027.84 $6,5) 54.D16.T6 AddkNe Alttrnxe 1 Al,pem Reed Segment 3: Courtyard Subdivision [o Begg Park Drive $139-IM- $143, 357.81 5356.1153D 112 112 Moblixatien 15 1 $4,107.W $4,1D7.60 S3,16537 $3, 165.3] $3,935.15 53,935.15 Ila 113 Tnatrc Comral LS 1 $1,643.02 5?64302 $4AS8.93 $4A50.93 59,317.8] 54,317.81 114 lad Mxerial Testing IS 1 $3,BZ6.W 5a62600 SIIA4H 4 $5'M6.44 S2,9fi2.74 $2.962.74 115 115 Erosion Comrol IS 1 5821.W 5621 so S-w $642.50 5876.66 Sm.% 116 116 Permits IS 1 58Z1.60 5A2160 526,79 $26.78 574.40 $74A0 117 1a 7 Asphalt Removal SY 659 $5W S3j9500 $2,M $L,44E.W $9A3 56,477.97 :6246.66 112 1M RemoveConcrete SF 842 SS.W $4,21000 $I.99 51,675.58 51.73 119 119 Eawatidn above Subgrade Ci 135 $41.W WSS500 575,20 SIC,152.00 560.11 $a. 25.55 120 1M Cembrned Cdncre[e Curb&Gutter IF 393 $18.W 57r074.00 53C.97 $22'171.21 SM.91 511,361,63 121 121 fi" Concrete Sidewalk 0,-.YApp..1h s, Ramps, Etc SF 6301 58.50 Ssars%.SD $7.29 $45,534.25 510.23 564A59,T3 222 127 Detectible WarningDrvrces{MDT} Sf 10 S35.W $350.00 $48.19 $481.90 544.33 5443.w 123 123 Crncre[e Driveway{24'C mme Wj EA 3 $4400.W $13200.00 521146.55 $3,039.55 51861,97 55.%591 124 124 Concrete Driveway{Residential} EA 4 $3,SW.W $14,000_W 52,918.65 $11,6]4.5D $A,)05.90 $6.839.60 ]25 135 Asphalt Patching ST 1622 $4.W $6,A88.00 $4.52 53,331.44 56.25 513,38L50 125 126 Rem-/Replace5ign EA 1 $975W 5375.00 5337, 32 $337.32 $322,99 $3 ZZ.99 227 127 New Street Tree EA d3 5375.W $8625.W $658,56 $15,146.88 5640.36 514.7M 28 129 1284"Topsoil&Seed SY 1256 $3.W $11�04.W 511,77 $14,753.23 53.57 510,7w 92 Additive Akemate I Airport Road- Segment 4; Ing Park D -Teal Dn $7d,53S 32 $7F,S34.20 $92,23544 529 129 Meblbxion LS 1 $4,167.W 54.107,60 $3,379.54 $3,379.Sd 53,935.35 53.93515 330 130 Tmlllc Cdntml LS 1 $1693.02 51,6n3 tr2 $2,2234] $2,224A] $5,129.6fi 55,)39,66 111 131 Mxerlal Testing LS 1 $3,SZ6.W $3'5 bGw $1,606.24 '11,606.24 $3,931.52 53.931.52 132 132 Eresien Central IS 1 $3. $6210 Sula7 $481.87 $1,Ifi 2.23 51,167.13 133 133 Permin L5 1 $821.W $s21ht $26.78 526.70 574.4) 5➢4,40 Tad 134 Asphalt Removal SY 42 $S.W 5zln $1380 5579.6D 599a $412.86 335 l35 Aemwe Concrete IF 474 $5.W $2.57U 00 51.95 5924.30 51.71 Samw 136 136 Excavation above Subgrade LY 168 S36.W $6,048 DO "1.11 $6,973.58 S60.11 510,1M 24 137 137 Combined Cdntrne CUN&Gutter LF 31 $18.W 555 w $4138 $1,282.78 52892 S39552 i38 1386"Concrete5rdrwalk Driveway Approaches, Ramps, Etc SF 3719 $9.50 53151150 $7.37 $27AOE.03 SI0.23 538,045.37 F39 139 Oet_hble W arni ng Devlces(MW] SF M 535W 51A50-00 54819 $1A45.70 544.56 51,330,80 140 lAO Contttte Driveway{Residen[ialj EA 1 S%, .W 53,Yi0.OD 5291246 $2,912.40 $1,712.33 51.712,33 141 141 Asphalt Pxtlrng SF 259 $4.W 595600 $768 $1,035.52 58.25 $1.971.75 141 142 Aemwe& New Hyd-Assembly EA 1 $S,SOD.W $5,swx 53,763.70 $3,763.7C 56,413. SO 56.413,W 143 143 New Sr rex Trae EA 13 $37S.W 54,87500 SGM 56 $8,561.20 $640.36 53.324, 68 144 1A4 3"Topsoil3 5S_d SY 743 $9.W $6,661ab 51L47 $3,522.21 1 56.57 56.367.51 Add... ARernate l Alroem Read- Segment 5_ Teal Dri- MeN.-DrNe $53rOW S7 $53,297.20 557,82Jw 145 145 Moblltatian 15 1 $9.107W $4107.60 $1,98746 $1,907.46 $3,935.15 53,93515 146 146 TmHlc Control u 1 $1543.02 $1,64302 52,2234] $2,229.q] $3,fi11.88 53,611.w T47 147 Mxe -Testing 15 1 S3dZ6.W SO .Do $2,14166 $2,141.66 S2,4T8.37 52. 3,37 148 JAR Ernian Control l5 1 5323.6D 582L66 $d81,8J 5431.07 5732.30 $732,80 .9 149 Permits l5 1 $BZI.W Can $26,J8 $26.70 S]4.46 $7440 551 150 Asphalt Removal SY 51 $5.W 525500 51163 5099.13 11f SSW,31 IS] 15F ReMwe Concrete SF 348 $SAD $1,740.W $256 $890.88 $1.73 5662.N ]52 1$) Excavation abwe Subgrade CY en $35.W $2,380,e0 $57 78 53,929.64 $60.10 S4,W 24 153 1S3 Combined Concrete Curb&Gutter u 72 $18.W SL296-08 $4002 52,881.44 $26.92 52,032.24 F54 114 6" Concrete Sid-1, Driveway Approaches, Ramps, Et,. SF Can 58.50 $19,723.50 $7 G6 '17,314.66 $10.23 $23,743.83 155 155 O4ttctible Werning Devices lMDTj SF ]0 535.W $350.W $A3.19 Sul 544.50 $44380 155 156 Oetcreble Warning Davlces Radial (MOT) Sr 24 Sw.W $L440.00 $69 66 51,6]0A0 $72.23 51,733.52 137 157 Cannes. Orweway(Resrdentral( EA 2 53.SW.W S7,R 52,93]99 55,6]5.% $1,730. as 53,920, 76 158 153 Asphalt Patching SF 3IS S4.0 SL256.00 $178 $2,404.02 58.25 52,54925 159 1S9 New Street Tree EA fi 5115.66 $2,250.90 $658.56 $3951.36 $64 36 53,GM 16 1W 166 VTopsoll&5.N SY 465 S9.W $4,385.W $129] $6,031.05 58.57 53,985.05 Fixed Pnw Misc, Wwk: AddR�.e AIlemate 3 $20,W0.90 $2C,600.00 $20,e00.03 ]61 161 Miscellaneous Work EA 1 $m)DDOw $20,ODD.W 520,OW,W 520D00m SZD,DW.W WDoDW TOTALADDALT2 5183,887.9b "33,666.8Z �LLbr1V3.41 Ad 4- Aherna[e 2. lst Ave Went Segment 112th St. tp Crty Shop Frantege $55,020.45 574, 1L8.18 $63AWfil I63 162 Mohlbatlon L5 1 11,943.W $3,943.c0 52,206.98 $220:.9 53.935.15 53,935.15 163 A. Tralll[Cdntml LS $1'57723 $1,577.23 515,317.13 515,317.13 $7.391-21 57.39121 164 164 Mxedal Tesiing LS 1 $3,154, 50 $3, 154.50 S3,212.49 $3,212.49 $2.022w $2,022_M k65 165 Erosion Control LS 1 5]8H.61 $J08.6] 364.50 5642.50 $59727 $59722 166 166 PermBs L6 I $788.61 5708.61 $26.70 526.T8 574,4D $74d0 I57 167 Asphalt Removal 5Y I6 $5,W $380.00 $17.19 $1,3e5.b3 $9.. 57 9.36 158 168 Excrva[ipn abwe5ubj.dl CY 39 $ASW $1,]55.W :6084.00 $95,39 53, 720.21 560.19 $Z.347,n1 169 169 Combined Concrete C"SL Gutter LP 338 $18.00 $30.93 SI0,4M.34 $28.92 $9,7749b 170 1]C Detectible Warning Panel JCltvl SF a0 $2500 5256.W $36.77 5267.70 Sse.w $361,w 171 1714"Concrete5'rdewalk 3F "So $6.W $10,5W.W $6.11 S10,fi92.30 56.89 512057'So I72 1i26"Concrete5,dewalk, DrlvewaYApproadres, Ramps. Etc. SF 4o5 $250 $3,442.50 $7,63 53,090.15 SID.21 $4,I43, 15 171 111 Conue[e Orl1-IRasldenuald EA 4 S"SWW 514,00000 $2,937, 00 $1L73I.M $1,769.90 56.839,w 174 1]4 Asphalt Patching SF 68n $ADO 52,736.W $5,76 $3,939.84 $S.ZS $5643,W 175 175 Remove1Replace Mailbag EA 2 5175W $7M.0 $6L5.73 51231.46 5589.W 51,179, 20 ]76 176 Re move Tree EA 2 $S w $1,000.W SGLL.80 51,223.76 5lA9139 $Z,992,78 2'. ls[Ave Wart Segment2: cty Shop Prdntage Stts5,3s9.s1 444Y,--- i78 178 Moblica[ion IS 1 53,943 DO 13,993.W $2,314,07 $2,31407 55.935.15 $31935Is 179 179 TraNrc Control IS 1 S1S77.2, $1,577.23 $19,146.42 $19,146.47 510A50.W 1IDAA,83 18D 180 Mxedal Testing AS 1 53,15A,W $3,154.50 $5,621,85 $5,621.85 $2,859.29 $2.659.19 III 181 Erosion Control IS 1 $7e861 5]88.61 $642.30 5642.50 5845.79 $845.79 382 182 Perm0s IS 1 $738.61 $]88.61 $26, 78 526.78 $70.40 S]440 183 193 Remove Stonn Manhole 6A 3 55m0w $1,SW.W $1,209,97 53,629.91 $472.14 $1.436,42 M4 184 Asphalt Removal SY 693 SS.W $3,455Ac 54, 78 53,312.54 $9.83 $6,812,19 185 195 Enervation above Subgnde 0197 $14W 53,638.00 $60,6e $6,404,]0 $60.L9 56.440,33 ARE 186 Combined C-ete Curb&Gutter LF 510 SLs.W '10,11. $26,13 SI5,939.30 526.92 $17,693.Z0 1B7 18]Dx Ible Warning Panel lCbyj SF Ir➢ $2$.W $250.W $26,77 5267.70 S3fi.As $36160 10R 188 fi"Concrete SideyalN, Driveway Approaches, Ramps, EN. IF 3040 $850 $25,04000 $7,43 $22587.20 510.23 Ulm.20 189 189 Conuete DrivewaYl X4 nhmer W) EA 3 $aAW,W $13,20OW $3,47538 S10,426.14 51ABI 7 55585,?I I90 19D 3e"die. S[orm Cxch Basin w�curb l nle[ home&cover EA 3 $2.6W,W $],BOD.00 $3,061,69 $9,F04.92 S3AC4.75 $9,U14.25 191 1914" Thickness Asphal[(Type B( Sy '242 $32,W 11.74dOt] $36,8] $T,d70.54 531.00 57,52 i.36 192 192 6"Thickness 3(4" Minus Lnnhed Base Course SY 242 $fi,66 $L,616,56 $13,6) $3,308.14 $19.83 54,798.B6 291 19315"7hchneas 3" Minus Cnsshed Base C.- CY 103 $35,W $1395,W $56. as $5,804.05 562.79 56,467,37 I94 194 Geoteatda Separ-Fabric SY 511 $2.W $L0Z2.00 $178 $963.5R $]Al 5770.51 145 ]95 Asphalt Pata1d 2 5F 550 $4.P0 $2,6W.W $6�W $3,93900 56,25 $5.362,50 196 196 Remove/Replace5lgn EA 1 597$,PD 5375.0D $3373d $39],32 $322.99 $922,94 197 ]97 Relocrte Dry WilRy u 1 $3,5:.w $d-M. 52415,49 $2,415a 55,179.49 0.119.49 198 195 Remove Tree EA 1 $511(tOD $SOO.OD $612,51 $612.51 S1A95.W $I,496,t16 199 199 New StreetTree EA LZ $375DD $d,5t]0.P0 $658.56 $7.902.72 Sb40.36 $7.G64.32 2W I. d"7opscll& Seed SY 606 $9W $5,472A0 $1L97 $7�77,76 $8.11 $5.210.56 Fixed Pnce', Addltive Alternate 2 $2o'O . O S20.=M $20,POP-OP TOTALADDALT3 $121,056.98 $139,918.19 $155,022.55 Addkive WteYnate3- 11th5treet-3eHmeat3 and AYl wenm2ne Ave Wes[ 53T,SM.66 S63,28638 54947475 2P2 202 Me6ligatien is 1 $1,621W 51,611.W SL907.15 S".?15 53,935is $3,935, 15 203 205 Trafli� Central l5 1 $648,33 5648.33 52,972.62 $2,977.67 5GA57LSO $9,057,W 204 204 Material Testa. IS 1 $1.296, 67 51,236,67 S2.141.66 $2,141.66 $2,437.77 $2,487, 77 205 2D5 EmYun Control u 1 $324, 33 5324.33 3481.87 $4e1.$7 573605 $736,05 205 206 Permks IS 1 5324.35 5324,33 $26.78 $26.78 574.40 S74,40 207 2P7 gsphalt R¢mewl SY 28 $5.m 5140,W $23,32 $452.96 $9.83 $275.24 2. 206 RemPre [pnnrete SF 246 55.m Sl,moZ $2,69 $66174 $1.73 $423,58 206 2 J Eer el-ahere Subgmde CY 30 544.W $L3T0.90 $73.61 521l0880 56D19 $1,W5, 70 210 210 cembined[onrnere Curh&Gutter LF 93 $19.W S3,674.90 5356E $3,31638 Sm 95 52,692, 35 211 2,1 ztenlhl¢W-"Panel{City) SF 20 S25W 55GP.a $26, 71 $535W p5a5 $723,W 212 2124"Lena¢[¢ Sleewalk SF 1416 $6.W $8,496.00 $607 5859512 $6.88 $9,742,06 23$ 213E"[enaet¢5leewalk, Drlveway Approaches, Ramps, Etc SF 272 $6,50 $2,312w $8, 56 $2,378.32 $1G 23 $2,762.55 214 2la Cnnatt¢ Driveway JResidemial} EA 3 $3,5m,m Slo,WD. $2.93,w 58,81364 $1,710.56 55,131,0 215 215 Asphale Patih frig SF 246 S4,W 5984.00 $57P $1,40220 58.25 32ANM 216 216 Remwe(Replace Fence LF 61 $20.W $L220,P0 $3?48 $2%Sb.28 $35.89 $2,169.29 277 21]R¢mpve Tree EA 2 $S.WD,m $2,tA0.W $611 s6 $1,223.]6 51,495.39 52,992.78 278 216 4'Tepsall&Seed SY 226 $9.m $2,934.00 $11A5 $3,73270 58.57 52,793,82 Alternate AddltN¢3. 12thamet-Sagmeru22MAve Westmist Ave West $31,"i 5 $35.19542 $42,008.31 219 219 Mobli7atleR LS 1 91,621.00 SL,621.00 $1,6W-61 $1,900D] $3.935.15 $3,935.15 120 220 Tropic Control LS 1 S648.33 $64831 $29>262 $2,97262 $5,393.58 55,393,5E 121 ZZ1 Maeral Testing LS 1 $1,296.67 51,296,67 $2.141,66 $2,14166 51,481.38 $1,4H3, 38 22l Z22E,nsi„n �enttol IS 1 5324.33 5324.33 S48L,87 $481_s7 3435LM $433 W 213 "1 verm4s W 1 5324.35 5324.33 $36,78 $26.78 $7440 $74,40 .4 224 4sphalt R¢meval SY 25 $S.m 5125.00 $L9.73 $49325 59.7E $244,m 225 225 Remm¢Cpncreta 5F l86 S5.W 5340,00 $2,71 55 as $171 $325.48 2Z6 226 E-ravatien ahme Suhgrode Cy 23 85D.W $1,15o.W 58209 SIAM 07 Sb0.20 $1,384,Li0 117 227 LPmbined fonucrte Lurd&Garter LF 34 S18.m 5612.90 S39.73 5,'A 082 $28.92 $981M 229 228 Peiectihl¢W-J"Pan ql ty) SF 20 525.m $5m.W $26.77 $53540 $36, 15 $723.m 229 Y294"CPnux¢51tl¢walk SF 1063 $6.W $6,378.W $6,02 $6599-26 $6.89 $7,324,07 230 230E"CPnuet¢Sle¢walk, Dfl,-VAppmarlies, Ramps, Etc. 5F 570 58.50 S4,84500 $7.95 $4$31.50 $10,23 $5,83L.W 231 233 CPna¢te Driveway llksldentlj EA 1 535W.N $3,MOZ $5.13652 53,13651 $1,71233 $1,712.33 232 232 asphalt Famhing IF 's00 $4.W $900.W $6.62 $1.33400 $8.25 $1,650.m 233 233 Rempue(RaPlace F-m LF 81 520.m $1,610.W $22,49 51,&2169 $21.53 51,743.93 234 234 Remove Tree EA 4 S1,ODO.m $a=O $520, 11 5l' g G4 5,'4 G2, 55,934.96 235 2354"TPpsoll&5¢ae SY 325 59.W S2925W $11.36 $3S92W $8.57 $2,785.2$ Alt ema[a Additiye312th Rreet-Se2me4t.a 1tSl.Ave Weseta Main5eraet 531,921.6E $61,13589 $434139.43 236 236 Mpbliaatlp4 IS 1 S3,621.W $1,621.W :2.800.07 $1,80007 53,935,15 $3,935.15 "1 237 T,,INCCPnt 1 u 1 5646.33 564E.33 $2.60LP5 S?60105 55,119.62 $5,119.62 238 238 Material Testing u 1 51,296.67 S1,296.57 51.673.95 S1a73,95 $1,406.34 $1A06.14 239 233 Erosion Control LS l 5324.33 $324.93 $481-67 5431.87 $413.21 $413.21 240 2AO `,- LS 1 5324.33 5324.33 $Z6.78 526,7S $74.4D 574A0 Z41 241 ASPhak Remewl SY 46 5500 $23E1.W $14.34 $659.64 $92 5452.2E 242 142 Rem We Cencrcte SF 145 S3.80 57 5.Zw $275 $4 20 $1.74 $252.30 243 243 Excar Nt above5ab,,ade CY 37 536.00 $1,41]6.W $5854 52,15358 $6G, 19 $2,2v.03 244 244 C-N-dLoncrese Grrb&Gutter LF 72 S18.W $1,296.W $38.1 52795.1E $22,e2 $2,C4t2.24 245 2454"Cpnnete sidewalk Sr 1244 $6.00 $],4fi4.W $6,03 $]-10132 $fi.BH 5H,558.R 246 246 E"Cnnaele 5idemalk, Driveway Approaches, Ramps, Ftc. SF ?04 56.50 52,584.W SSQ $2,$$3.6P $10.24 534112,96 247 247 Rmaete 0mewav iAesldeniial� EA 2 $3,5ZOM 37,m w $2.78 L,80 $5,563.6P $1,71038 53,410.7E 248 248 Asphah Pdl6z SF 207 54.00 $BlB.W $6,13 $1.268.9r 5925 $1,707.75 299 2A9 Remove/Repute Sign EA 1 $375.m 5375.m $337.32 $337.32 SA22.99 5322.99 250 250 Rem We/Rxplat¢Fence 1F 30 520.W 11,6WA0 $64,25 55,140.P0 $6152 $4,921.60 251 252 New 5-11,ae FA 4 $375.m $1,Sm.W 5656,5E $2.634.2. $640.36 $2,561.44 252 252 4"Tppseil & 5¢ed SY 3W $9A0 .1.. 1 $12, 13 $5639,PD 5857 $2571.CO Fixed Price:Addltive Alternate, 52D,000.W $2P,DATPP 520,000.00 253 253 M9:rellaneous Work EA 1 520AW.W $20.0 W 520,DDom 520'=w S20,m0m 510,OW.90 TOTAL ADD ALT4 $105,723.00 $129,837.08 $129,295.41 AddkMe Allemam 4, 1Hth R-t C., -Segment 1. Airport Road to 11593 1111723, W $129.837.06 $129.295.41 254 254 Mobllxa[ipn 15 1 $4,225m $4,125.W $2,422.21 52A22.21 53.935,15 $3,935.15 255 255 Trull[11,111 1S 1 $1.65000 51,650W 519546.42 52%146,42 513,217, 54 S13,217.54 256 256 Material Tescing [S 1 53,3DD.G0 53,3W.m $3,7"' 0 1a,747.90 53,592,93 $3,592.93 257 257 Erosion COMroI 15 1 58250d $825m 11,120.37 51, 124,37 51,062,05 $1,062.05 258 158 Permits 15 1 58250d WS.- $26,79 $26,70 S74W $74.4D 259 159 Remove Storm Man hole PA 1 $500.00 $SOD.CO $1,210.31 SL,210.31 S472,16 $472.16 260 260 Asphalt Removal SY 33I $500 $1,555.m $13.18 54,362.5E 59.62 $3,250.42 261 261 Remove Concrete 3F 354 5500 51,77G.W $2.13 $750.02 51,73 $612,42 262 262 ExnVrtion above Subgrade GY 16 540.W $3a46P0 5630E $6,055,68 $60.18 55,777.2E 263 263 [omhirwd Cannata Curb&Guter LF 378 519,W %xd-m $34-64 513,093,97 $28,9z S10,931.75 264 261 -d-,m Curb 6"x.. LF 20 $20A0 $40Otl0 5404E 5809.20 524.59 3491.30 265 265 Demnibla Warning Panel(City) SF 20 $25.W $50000 12617 $535A0 $36.15 5723.m 766 266 6"Lonnne Sidewalk, Driveway Approaches, Ramps, Etc. SF M94 $9.50 53}039 W 5133 528,543.02 uan 339,835.52 267 247 Concrete Driveway{M C""Mial� EA 2 $4AO 00 58,Eoo oD 53,42&26 56,856.5E $2,863.06 $3,T26.12 26a 2b6 Aaphak Pnfiing SF 994 $4,W SAS76w $597 .18 58,25 $T,3]5.5➢ 769 269 Adjust St ructure [o Grade LS 1 52.22D,cc $2220 DD $52463 $524.63 $821.55 5821.55 270 27G m" dla.9[orm Larch Basin wf curb inlet frame& [over EA 1 52...cc S'f'o' 0 $3pb3 % $3p63.6H $3,ma.75 $3,004.15 271 271 Ramove7Rgol-Mailbox ER 2 $3750D $]Sp,DD $615.]3 51,231.4E $589.60 $1,]19.20 772 272 Nr Strea[Tree EA 4 $375,W $1.5D&DP 565E-56 $2,63424 $6aD36 $2,561.44 273 71 VTopsoR&Seed SY 776 $9.W %.s.0p 11071 58,357.52 58,57 $6650.32 Fired Pace: additive Akernare a $2D.D6D m 52D,DDD.m 32Dpm.m 174 274 Miscellaneous Wch 14 1 520,Om.0] $20,D00.00 $20,OW.06 520.Dm.m S2DAm.W $20A0D_� TOTAL ADD ALT 5 $67,509.00 $66,975.75 $89,272-73 Addkive,lherna[e 5' Begg Park Ome Se6men[1 Ashfay Croak [p Airport Rpad 567$09.m 5:6.975 75 569,2T2]3 275 275 Ma611artipn L5 1 $2,28647 52,235,m 51,659.7E $2.659.78 $5.7D3.66 $6.73} M 276 276 Traffic Corkral 1 $914.W $914.m $1,044.Ofi 51.044.W $5,857,54 $5,45734 277 277 MeterlalTn[Ing 15 Y $],829.W S1,819,m 32,141.6E 52.14L56 53,2167P 11.216.w 276 278 fmslpn Corttrpl LS 1 $457.W $457W 5321.25 S321.25 $949.12 $949, 32 279 279 Permks u 1 $45].00 $457A $25.78 6.7E $74AD 574,p phak SY 35 1750 $1295280 5453.25 $9,63 $344.95 2R1 W1 E_Aianab-3ubgnde a10 $35m $3,835.W SU-26 $5,260.34 SO." $6.560.7I 2R2 NZ6" Concrete Sidewalk, Drlveway Appmaches, Ramps. Etc. 51 346E $8-so 521.41w 57A7 515,905.96 $loll, $35A77.64 733 233 Asphalt Patching SF 242 $a-m 5968.m 56.3E 51,524.E0 5825 $1.996.5D 234 234 Remove Tree EA 1 $Sop oD $SGO.m $612.51 $612.51 SL496.� 51,496.9E 285 285 New Street Tree EA 1 $3]5W 117500 56%.56 $656.Sfi %ao.,6 5640.3E 226 NG 4'T,psoil&5eed 3Y 695 $9-00 $8,255 D0 $10.6D 57367.m S8.51 55956.15 Ili-d PA«: Addnie wlernase s 520' 0 00 iz0,0oo.00 $20A : i 2B7 28)MiSrellan¢o�s WorN EA 1 $20,000.00 s20,00000 $20,W0.{10 $Yd,P00.CP $ZO,OCtl.00 520,OQ7,00 Frozen T.0 $1,M1,529.66 52.009, 743.55 $2,247.180, 7$