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.
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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