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E2. Award Bid - Kidsports1 ssV - I V- -0 i1 F"/ 201 V Avenue East PO Box 1997 Kalispell, MT 59903 Phone: 406-758-7720 Fax: 406-758-7831 www.kalispell.com /public works MEMORANDUM 'D, No - TO: Doug Russell, City Manager " FROM: Susie Turner, Public Works Director/City Engineer CC: Katharine Thompson, Community and Economic Development Manager SUBJECT: Award Bid — Kidsports Infrastructure Improvement Project MEETING: April 17, 2017 BACKGROUND: The City of Kalispell in coordination with Kidsports Association applied for and received a youth recreational grant from the Montana Department of Commerce for infrastructure improvements at the Kidsports Recreational Complex. The grant allows for funds to be spent on design and construction of infrastructure improvements for water, sewer, irrigation, roads, and parking facilities. WGM Group was selected as the engineer of record to design and perform construction inspection for the project. Bids for the Kidsports Infrastructure Improvement Project were opened on Thursday, April 5, 2017. Three responsive bids were received and reviewed for completeness by WGM Engineering. The bid results are as follows: Contractor Bid Amount (Base Bid + Bid Alternative 1, 2, & 3)' LHC, Inc. $ 1,105,747.32 Schellinger Construction $ 1,197,633.32 Knife River $ 2,150,221.48 WGM Groups Engineer's Estimate $ 1, 448, 517.76 Note 1) Base bid and alternatives description are provided in Exhibit 1 attached. Per the requirement established within the contract document, LHC, Inc. is determined to be the lowest responsible and responsive bidder. References for LHC, Inc. were contacted and interviewed. LHC, Inc. was determined to be a responsible contractor successfully completing projects of similar size and scope in Northwest Montana. FISCAL EFFECTS: The Kidsports Infrastructure Improvement Project is funded through a youth recreational grant from the Montana Department of Commerce. The available funding for construction is determined from the total grant amount minus the professional service from WGM Group and incidental costs associated with new development construction including permits, review fees, and impact fees. The total amount available from the grant for construction is $1,130,108.16, which funds the Base Bid plus Bid Alternatives 1, 2, & 3. STAFF RECOMMENDATION: Award the Base Bid plus Bid Alternatives 1, 2, & 3 to LHC, Inc. ACTION REQUESTED: Motion to award the Base Bid plus Bid Alternatives 1, 2, & 3 to LHC, Inc. in the amount of $1,105,747.32. ALTERNATIVES: As suggested and approved by the City Council. n1 a PIPx, 0 VNVINOW'"113dSnvN F Ci S1N3YV3AO8dWl 3NnIOn'8lW JNI NOIIIGGV SlaOdSGIN pS Sn31l 31VNb3ilV GNV (118 3SV8 .; f. 1 I D uj z ti L �a u. m lay ----- — — — — — — — — — , I tq I G-- �.,^ N I I I Ui CL ---------- --- --- r) i i s %° $ YJ Q� CL I t i I I I ( I ----------'- n�, t —� I �wo m�• I 11111 MMMMIII U-- - -- I I 0- �" I I--------------_ `— I I 1 3 I CV I 1 o I 52cod� I L------------ I o Qa i n z Az� NO L ------ 4� ProjectName: KIDSPORTSADDITION INFRASTRUCTURE IMPROVEMENTS -KALISPELL MONTANA ,`�'��1•I Pre BId Conference: 03/502097 Bid Opening: 04/52097 13 FT E3 II F' LNG Inc Schellin er [onslructitin Co. Knife In- Co! En sneer Estimate Seslianlid. Une Rem Bem DeRnipeon Uo9M Em Unitprim Catrnslon Ud1I Prlca Ed.na0n Unit Pdn 1.1- d Unit Pnw Egunn- Schedule 1-Ganeml I Mobllllallon, Submluals& Permits IS 1 $32.77500 S3y77S SM,OLRI.W 580,nW. 1250.000.00 S250,000.W 570,000,00 570,D. M 1.2 CPntwnlan Talflc Conwl tS 1 52,940.m 51.94D S3,450.W $3,450. $15,010.m $15,0)0.W $1D,p]O.W 51p.W0. 1.3 Comwctlon $urveVln9 LS 1 S2g021m S2AD25 I's(IW.M 516.00). $25,000.W $15,010.013 52n.11M.Up 520.00O.W SCHEDULEITOTAI SZ9.740.011 SMAS11.002911000. SSOo0100.00 Schedule 2 -Site Work 2.1 E."Ite Control Measuas IS 1 $56.9AOM 556,940 54(1.(imoo 5d0,00D. 64y(DD.W 542AD7. 535,MO.M sss'". 1.2 TOVroll SirlpplN IS 1 58411.(to Se4,21(I S125.000.(D S125,000. 511S,WO.M 51I5,001. 5127,2U0m $127,2W.W 1.3 Euthwolk Embanknxnt BEvcavBlpn IS 1 5314050W 5324,050. 54W.IXU.W $4W,OW. 5S53.O30.m 5553,1YA1. $39W 8pJ0, .000 $399.W 2AMlsallaneous Slte Work IS 1 513.6EDm s13,660.00 510W .Ooo $10,DW.m 0 $30,0 53mW0. 513 ODD 00 00 $LS,0. LS Street SlBns IS 1 S1,395W 51.39i mM 51.5. SLS. S1.0i SI,CDI. 55.Sm00 585m,W SCHEDULE 2 TOTAL S48025i ]B SW. S741.-. 56W7W. SchedBk±3- Stormteat4r Intro, mems 3.112" Co,mgated Metal Plpe Culvert IF 238 5],021 SNOO S5.7L7.( 535SO "I449.0 128.W 56664.W 3.251ormwater Pontls 2,384 l5 1 M51 $2d,00IlD 524,000 SI.SIDOE 51,5(D SIO.000.m 510,Op. SIS,Om.M $15,000. SCHEDULE3TCDAL S31.02L38 $71mm S18.449.00 ILL.68a.00 Schedule 6 - South Em t and South Want Parking Lots & Approaches 41 Geoterdlle Fabdc 51 102W SOBS 58.704.01 51.00 $10,2.41. 51.10 s11,264.D SLIM S13.312. 3/4"Crushed&se Garet CY 3645 $27.17 S99,034,65 530.75 $112,1183,) 531. 5112.%Soo Sum :sl@.lTBUa J.33"Depth Gade BAsphrlt Pavement SY 946S $953 $DO,20145 511.70 slio"mm St2.m SIII,580. $1600 S15146O0.1 4.J Concrete Curb6 Gutter IF 130 52000 S2.tO(L 51625 52.1125 519.50 S1, S35,00 $17.00 S2,210.03 4.5 West Approach (Treellntr Roatl) IS 1 59, 190m 59,490. $7,cor 57.000. SIAm.m $14,Wp,W 56$m.W $65W.W 4e EaSt App,ma(Old Aete... Drivel IS 1 SiL18OW $I I. isaw S9.0130.00 59.0com $11.tro $17.0m) 00 14,01100 $14,p10, 4,7 Pevem<nl Markings IS 1 54,155.Oo 54,ISS 54,00OW 54,",W 510,000.0(1 SID,mO.m 53,00000 S3,000.W SCHE DOLE 4 TOTAL 5125,365 SIS5.176.7 781,374. SER.=,011 Schedtsk, 5 - LTnds ilring Imptorements 5.1 TOVsoll gepl arens<n' CV 39314 52.70 SL06,147. SLAS S45,21110 $12,m 5471M ,B.nU I,An 5137,5"Do 5.1 D,yland Grass Seeding SY 1617W I, SI3.744 $0.07 511.7m.' so IN 53U.1m4U 50.27 45, 53W. 5.31n1ennittent Wet Gati Setrdtng SY 3750 SI1p $37S $0.11 S412.5 50.16 5600. 50.27 $1,012.50 SCHEDULESTOTAL $31 I67. $57,36E 6g. 550215 s2w.91210 BASE BID TOTAL S914 650J9 S993 706.93 S3 B33A91.40 S11911799.10 Bid Ahemate 1-StarmYrattlr Pond I 1D1 Addltlonal MobllUatlon. Treah[pnlroi. Cennn IS I 54,53Dm 5A53D $S.00/.W 59,000. 528,0o.M 528,12a1. 52,W936 I.,I Winter.-Aaess Road IS 1 114,145,01) 111,215. 511"con.m S17,0W. 516.000.M 516,QW S141MM SIA,SM Ina Stomt Pond Outlet Suuon,e IS 1 52.dn5.m S2,MS 52,6m.W 52,6m. 522,411 $22,(YD. 565M.m sfi'soilm 10.4 Stdm Manhole Iv. D1 IS 1 S2A29.00 52,429.00 $2.1,0100 121600. 5.1.2moo S3,2RL SS,WO.W 53.(MOO HIS li 50R35PVC Storm Plpe U 2p S42.87 5857. $66.50 51.330. 553.M SLOW. 532.W S640.m 10, 6 IV, SDR 35 PVC 5to' m p I- IF 119 543.96 S5.23124 S46W S5,674. $Si.m $6^9. SS50U S6,545.W 10.7 Filler 5o11 Miv B Undeldralh Pllx IS 1 S5,3750) 55,315.(2 S3,7eA.(10 S3,750 $6,000.an %oilrl.O0 SIDNI.00 SiLitil D IO. 8 Flow_ Valve IS 1 $L315.1D 51,315 51,SW.m SA. SLOW 52.t)i $2WD. 512M D) S1,200M 10, 90u1let pronto" Rip P.sp IS 1 51.70SW 51705 (tW $5,O. ss.om.. 0m 57,0. S7.01I S15M.m S3, 500.0a 10.101.- Topsol l Rtrplbcenx nt(DLDtKT) CV -H6 $1.70 �5171L2 S2.45 -5161.1 SAW .$261. $3.50 �5231.00 1011 I.e:tDNland Gass Se<ding(DEDUCT) W 5% S007 .SAI.. SD.m -SAI,S sots -S1W.92 SU.27 -$160.311 BID ALTERNATE I TOTAL $M�27LN S44050.7 $".Ssa. $411,39LIR BASE BID+ BID ALTERNATE I TOTAL $954923.74 51039757,67 51,924,349A8 51243191.08 Bid ARer'ute 2 - Storm Drain Piping & Caitch Bashu 20.1 Addil local Moblll2etlon. TDillc Control. C-Stil IS 1 53.6M00 S3,600. 54,50)Oil Sd, sm.00 519.1310.W 519'wj.W S7,116.20 STU&2n 20,330'I. D. Catrh Basin/Cover EA S $L73SW Sfl.t]$ $l,fiW.W 58,00L 52.9M.0 $14,9N1. Sz iA.D) 510'sono. 2033IT 1.0. [ntch Basin /Cover6AVmn EA 2 52.785.m 55,5]0. $1,9W. $31800. 52.moo skmo. SZ50t)m SS,000.m 20.448" I.D. Catch Basin/Cover EA 1 52.360m 52,31r(1 $2,IXT1. 52,OOD.0 53.1T1.0 $3,01 53,00.0 S3,000.00 20SIr SDA35PVC Storm Pl,ie U L271 525.44 S32.334.24 S23. S30,376. S4100 SS4.153.0o S32.W $40,672. S0,61V'SDR 35PVCStorm Pipe 1F 218 S3869 $8,434.42 $M 20 57.231. 552..1 S1 t.336.D 55501 $tL9M.0 190 ALTERNATE ITOTAL 560,9716G SS5914. SlO9A09.DO S711.2711.20 BASE BID ♦ BID ALTERNATE 1-2 TOTAL $1 013,897.40 $2 095 672A $2 033.439.48 Sl 323 469.29 Bid ANamage 3 - West Puking lot 30. 1 Addltlonal W1111-l-, 1,I011, Control, Constrt t5 1 54,47Om 54,47R0 $15W.M $3,SW $9,0J0.01/ $9,U10. 511.813.33 IlLtSIl.13 30.2 Gepteetlle Fabdc SY 42AI SD87 93,1569.67 SLOS 54,453.05 S1,10 S4.6B5 III SI M 5S,S13 TO 30.33/4%... It'd Base Gavel CY 1-95 $2A08 541,979. $29.7 W,401, 531.M $46,365. $28.W S418W 30.4 3" Depth G,acle l Asphalt Pavement W 412. 59.69 539,. 511.a Sd],9V7. 112 M Sa9,44o.00 $161' S65.920. M5 Edit -Curb IF 20 sl,ii 521720. 516. $360. 519.m S390m 117.W S340.t11 30.6PAVement Markln6, IS 1 $563,00 5583.( Sy65O.W 52.650. 59.5W.W 59,")m 54501)'m Q5120ID 30.]less Topuidt Ae0larem<nt(DEDUCTj CY 455 52.70 SI.228.5 52.45 51.114,75 S4.W SI.Wil00 Sim �51.592.50 .1 fuss DtVland Glass Seeding(DEDUC7') SY 4095 SOOT -$2846 SOl" S20665 so18 -$T37.10 SO.27 S1,1t15.6S BID ALTERNAnii TOTAL SBLNOpz S101,9m.1 S3161781 5125.048.4E BASE BID a BID ALTERNATE 1-3 TOTAL Sl 303747.32 $1197 633.92 53,250 221.48 51 448 S17.76 Bid Alternate 4 - North Parking lot 40.21 Addltlonal Ntpblllutlon, T,4111c Control, Conn" IS 1 $9.955.m 59,955 Iwo $5.5(D. $11D10.m $13,Wr100 $2'i,459, 32 523,4S9.32 cp,2 Geot<alle Fa6rlc SY 8164 In 57.7$5 Sl.m 56,I64 51 IO 5&9,m 0 SI.M SI11,113.1 40.33/d"CrushedB i,Gavel CY 27M 517.53 575, 156 $31.55 S86.131. s31.m $84,ti30. $19.W $7e,44p 4043' Depth Gad re BTA1 Asphalt Pavement SY 7 $9.85 576.7:I1 $n'. S9L7. m 512.1AI $73,AWW 516.m SIN,-. 40.5 Concrete Cu,b B Gudc r IF1200 $17.18 $2mei6 SLs.15 $IB.I80 $14.m Sle,ObP $1TW 520.4m. . I, Pave men' Markings IS 1 52.610m 52.810 Szsm. 52,550. SB SDI.W SRY10. $L5M.W S2'soow 40.1 Acr<s011 PA,king SIRnt EA A Slag.m $592 $215.00 Sodo, $250.130 5, m).W S5m,U0 Sy0d301 40.8 kest Topsoil Replar=nxn(IDEDIICT) CY -666 5270 -$2,3382 52.45 57,121.] 54. GO 13,*4. SIM �53,031.W A0.9Less Dr Jo,ld Grass Seedlr,g(DEDUCI) SY �'m 50,07 -sms, S0.07 SSAssit SO.16 -II, a1L92 $027 52,104. 19 91DALTERNATE4TVIAL 5190.53I.Q 5211.419,22 5214513. S154917.14 BASE Bill a BID ALTERNATE I-4 TOTAL 5112961280.74 51,4091052094. 6 171744.96 S1703,434.9D Bid Alternate 5 - North Corscessions 5tand L tirrties 50.1Additional Mpbllluflon,T,afflc Control.Contat IS 1 >G,6oSm id,6C/5 s7.2-S 01 57.22SDII l24,wn(9) $24,IDLI SADRIGO 54,050.W 5o.21"Wa1e15e'Nte IS 1 526280m S28.280. S16000M S1ti,fA70. sm."'m $1110m.00 S1S,0tWOU $LS,I100. S0.3 Pressure SaniterYSewer Service D I 518I40.M $18.1dd $10,00) 51m0T0. SM.UW.m $26.1= SI7.DW.M $17,tv1p 50.4511e Eledrlallmprpvemmis IS 1 58 S&OO 59,4 s- 55,om.W SS,nW. SIO.(DO.m $io'cim R $85m.m ASmW 010 ALTERNATE 5 TOTAL 557.711 $31.225. $-LOW, 54g5S0. BASE BID ♦ BID ALTERNATE 3-5 TOTAL 11,353.990,74 51.44] 277.54 $2,16L744.96 $1 747.984.90 Bid ARerrsate 6 - Inigai Main ERte-ion W 1 Addltlonal Moblllrallcn. T,atflr Control, Constrt IS I S6.49SW 56.A9S $3.LY111.W S3,OW.On S21.0M.M $21.0a)rIn 59.15om St 250 as 602 Wigan-MPln Enemlod IS 1 S117,13Sm SlIZA35. SAS.0m.W 545,111p, S138.CM.m 5134LCM %.0DO00 506,00000 60. I Site Eledrlral lmpmYernenls 15 1 54.4 Olt $4,405 $3,3M.W $3,3RI. 53.1710W SID)i S6,Smile &DALTERNATEGTOTAL SIZ3,23S.011 926zm.m SID 7SO.W BASE BID a BID ALTERNATE 1-6 TOTAL $1477 323"74 $1,498577,54 $2 629 144.96 $1 949 734.90 NOTES Mid SWrdlaed WQieaCDN pavmtleat - YES YES YES N/A Addendus6 Adslvuwledged Y6 YES YES N/A Bid Staeiey Bud Prodded Y6 YES Y6 N/A RefererrQziitnAded YM YES 'r. N/A ADerd Retid Cardererr� Im YES NO N/A