ITEM 6.1 Project 16-02IV
0 tSTe F O
MINNESOTA V
DEPARTMENT INFORMATION
Request for
City Council Action
ORIGINATING DEPARTMENT:
REQUESTOR:
MEETING DATE:
Public Works
City Engineer Wagner
June 13, 2016
PRESENTER(s):
REVIEWED BY:
ITEM #:
City Engineer Wagner
City Administrator Johnson
6.1
Finance Director Flaherty
AGENDA ITEM DETAILS
RECOMMENDATION:
Staff recommends approval of Resolution 2016-57 Accepting Bids and Awarding Contract for City Project
No. 16-02, Quaday Avenue NE Improvements to Douglas Kerr Underground, Inc. with a base bid of
$426,253.34. Staff recommends not constructing the Alternate Bid (Trail and Sidewalk) at this time.
ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED?
Yes I No
BAC KG RO U N D/J U ST I F I CATION:
Bids were opened for the City Project No. 16-02, Quaday Avenue NE Improvements on June 8tn,
2016. A total of 6 bids were received as shown on the attached Bid Tabulation and as listed below:
1. Douglas Kerr Underground, Inc.
2. Matt Bullock Contracting
3. Burschville Construction
4. Northdale Construction Company, Inc
5. Veit & Company
6. Geislinger and Sons
Base Bid
Base Bid + Alternate Bid
$426,253.34
$475,753.84
$460,051.75
$510,391.25
$482,471.20
$537,770.80
$483,979.37
$542,274.31
$511,564.25
$566,572.25
$530,633.50
$576,111.50
It was found that Douglas Kerr Underground, Inc. of Mora, Minnesota is the low bidder with a Base Bid of
$426,253.34. The Engineers Estimate for the Base Bid was $559,625.00 and the Base + Alternate estimate
was $620,316.00.
We recommend awarding of the contract to the low bidder, Douglas Kerr Underground, Inc. which has
completed numerous other projects with Hakanson Anderson.
To facilitate the development of Great River Centre 3`d Addition's Outlot A, public improvements must be
constructed. These improvements include a typical commercial street with bituminous trail and concrete
sidewalk, watermain and services, sanitary sewer main and services and storm sewer. Currently no street
exists to service GRC 3rd Outlot A or adjacent lots. Water and sanitary sewer mains have exist stubbed
towards the property south of 85th Street. GRC 3`d Outlot A is being platted as Great River Centre 4tn
Addition with Lot 1 Block 1 being purchased by P&F Machining and Outlot A of GRC 4th Addition being
retained by the City of Otsego for future sale. P& F Machining and the City of Otsego have entered into an
agreement regarding purchase of Lot 1 Block 1.
The project is funded through assessments to City and P & F Machining property and a DEED Grant. The
City Revolving Fund will finance the project and be repaid through payment of assessments. .
The feasibility study was presented to the Council on the 14th day of December 2015 and declares the
improvement feasible, with an estimated cost of $635,393. This would include all construction costs as
well as contingencies, administration, and engineering.
SUPPORTING DOCUMENTS: x ATTACHED ❑ NONE
List: Bid Tab
Resolution
Engineers Estimate of Cost
POSSIBLE MOTION
Please word motion as you would like it to appear in the minutes.
Motion to Approve Resolution 2016-57 Accepting Bid and Awarding Contract for City Project No. 16-02,
Quaday Avenue NE Improvements to Douglas Kerr Underground, Inc . for the base bid in the amount of
$426,253.34.
BUDGET INFORMATION
FUNDING: BUDGETED: x YES
Assessment of P&F Machining
❑ NO
DEED Grant
City of Otsego Revolving Fund
BID TABULATION
CITY OF OTSEGO
Quaday Avenue NE Improvement Project
Bids opened 2:W p.m., Vkdnesday, June 8, 2016.
There Were 6 bids received, as Shown herein.
Bid Schedule W -Streets
Dougfes Kerr Underground
Matt Bullock Contracdng
Burschylge Constrnetlon
ITEM
NO,
ITEM DESCRIPTION
ESTIMATED QUANTITY
UNIT PRICE
EXTENSION
UNITPRICE
EXTENSION
UNIT PRICE
EXTENSION
1
Mobdiratlon
1
1 IS
$55.973.
$55,973.
39.180.00
$9.180.
$15,000.
$15.000.
2
Clearim and Grubbing
1
LS
$4.000OD
$4000.
$46150.00
$4.150.
$10.000.
$10,000.
3
Remove Curb 8 Gutter
too
LF
$3.38
$358.28
$250
$265OD
$4.tX7
$424.
4
Sawing Bit Pavement Full Depth)
136
LF
$3.68
$500.48
$BOO
$816.00
$4.00
$544.00
5
BlWmirwus Pavement Removal
225
BY
$221
$497.25
$185
3866.25
$3.50
$787.S
6
lCommm Excawlion P
2,608
CY
$7.80
$20,551.04
$6.00
$15.648.00
$8.50
$22.168.00
7
S de Correctw
900
CY
$281
$2.529.00
32-501
S2,250.00
$325
$2,925.00
8
Common Bon- LV
1.296
CY
49.82
$12,726.72
$8.10
$10,497.60
S10.35
$13.413.
9
S,Ivaged Topsoil From Sm L
862
CY
$248
$2.137.76
$225
$1.939.50
$280
$2.413.60
10
re ate Base Class 5 Mod
2.251
TON
$14.D8
$31,694.06
315.00
$33,765.00
$16.D0
$336765.00
11
Mill Bilumirous Surface 1.5'
17
BY
$16.01
$27217
$16.00
$255.60
$18.00
$306.00
12
Bli minus Material For Tack Coat
335
GAL
$3.04
$1018.40
$3.20
$1.07200
$3.50
$117250
13
Type SP 9.5 K4ad Course fAixt m 3C
525
TON
$6322
$33505.50
$67.00
$35.175.00
S65.85
$34.571.25
14
ITvm SP 125 Non Wear Course MrAtum 3,C
876
TON
$60.40
$52.850.00
$63-40
$55.475.00
$6250
$54687.50
15
Retaini Wail
400
SF
$28.00
$11.200.
$47.45
$18.980.
$58.25
-$23.300.00
16
Conrtete Curb B Gutter D.sign 0618
1.570
LF
$11.15
$17.505.50
$11.70
$18.309.00
$1240
$19468.W
17
7'Concmta Valley Gutter
172
BY
$63.00
$10836.00
$66.15
$113T7.80
$66.00
$11.35200
18
4' Bihnrvnom Curb
435
LF
$3.47
SI.5D9.45
$3.65
$1.58T
$4.25
$1.848.7
19
Traft Cmtml
1
LS
$750.D0
$750DO
$1450.00
$1.450.
$2.000.00
SZ000.00
20
Si Panei Type C
61
SF
S5000
$3.050.00
$60.00
$3,660.
$50.00
$3.050.00
21
ISift Fence,T MS
1,493
LF
$1.60
SZ239.50
$2.25
$3.359.25
$2.50
$3.732.60
22
Storm Drain Inlet Protection
8
EACH
$250.00
$2.OD0.1%1
$110.00
$880.00
$1251X1
$1.000.00
23
Stablb,ed Cons& -ton Exit
i
LS
$1.260.00
$126M
$1200.00
$1,200.00
$1600.00
$1500./10
24
Turf Establish ant
1
LS
$5.920.00
$5.9m.00
$11.550.00
$11.650.
$10.OD0.00
SIC.ODQ00
25
Emsbn Control M,nlwt- Ctsgoly 2
150
BY
3250
3375.tX)
$3.30
$495.00
$1.50
$225.00
26
Pavement message
4
EACH
$75.00
$300.
It..00
3420.
3100.W
$400.
27
r Double Solid Lino Yeeow-Paint
800
LF
50.80
$640.00
$0.58
$528.00
$0.90
5720.00
28
4-Solid Line VAf(.-Point
1,800
LF
50.40
5720A0
$0.33
$594.00
S0.45
3810.00
Total Bid Schedule A $276.919.73 $245.835.75 $271.58420
ot394 bid tab-robid.xlsSIO TABULATION BT- i OF 6
BID TABULATION
CITY OF OTSEGO
Quaday Avenue NE Improvement Project
Bid Schedule "B" -Storm Sewer
Douglas Ken Underground
Malt Bullock Conbsct/ng
BURchvllle Conshuction
ITEM
NO.
ITEM DESCRIPTION
ESTIMATED QUANTITY5UNITPRICE
EXTENSION
UNITPRICE
EXTENSION
UNITPRICE
EXTENSION
29
18' RC Flared Ed Section
i
EACH
$710,60
S550.00
$550A0
$600.00
$6DO.D0
30
15-RCPI Sewer Das n3006CLV a1de
655
LF
516,473.25
$31.00
$20.305.00
$28.50
$180667.50
31
18'RC Pi Sewer Des n3006 CLV al d
399
LF
$10.134.60
$33.00
$13,167.00
$30.50
S12169.32
4'Inad,fi-
4
SY
S103.80
$55.
$220.
$50.00
$2D0.33
Conatrut Dreiru aStruturn Dey 2'X3'
3
EACH
$4.20255
$1540.f10
$4,620.00
$1.350.00
$4,050.00
Construct D2ina a Str re Des n 48d020
4
EACH
$1,865.40�',�,$7.461.60
$1,980.00
$7.920.00
$2,000.00
$8000,
�34
Construct Drama eSbutum Des n"20
1
EACH
32938.75
-75
$330000
S330000
$3900.00
$3.
Articulated lntedcc Black O nCeO,T A
B
SY
5187.45t,499.60
5220.00
$1.760.00
$150.00
41,200.00
Total Bid Schedule B $43.524.75 $51,84200 E98,/6r.W
Old Schedule "C" - Watermaln
Douglas Ken Underground
MaUBullock Contacting
Bursehville Conshuedoa
ITEM DESCRIPTION
ESTIMATED QUANTITY
UNITPRICE
EXTENSION
UNITPRICE
EXTENSION
UNIT PRICE
EXTENSION
GnnetTo Existin TMbamuin
2
EA
$0.01
Son
$1.650.00
$330G80
$U50.00
S 500.And
r
Reintel H drant 6' - And 6' Gate Valve
1
EA
$1.019.92
$1.019.92
$3750.00
$30760+00
E200D.00
$2000.00
H dent
3
EA
$3.921.
$11.764.05
$4.950.00
$14.850.
$4.150.00
S72450.
8- Mtemain Ductile Iron CI 52
1040
LF
$35.85
$37.284.00
538.00
$39620.00
$50.00
$52000.00
S'WaW-.InO-.. Imn CI 52
332
LF
$28.45
31445.40
$31.00
$10.29200
$44.00
$14.808.00
42
r Gate Valve And Box
4
EA
51,999.35
$7.997-4
E2750.
$11.000.
S2400.
$9,600.
43
6' Gate Valve And Box
4
EA
$1,393.95
55.575.
$2200.
$8.800.
$1.500.
$6.t . 00
44
Watannain F i
1,520
LBS
$2.58
53.921.
S5..
58,360.
$6.
59,120.
Total Bid Schedule C $77.008.19 $99.87200 »w.tro.w
Bid S.hdula"D" -S.UarySeller
Douglas Kerr Underground
MaUBullock C-Us.tl g
BUtschvllfe Construedon
ITEM DESCRIPTION
ESTIMATED QUANTITY
UNIT PRICE
EXTENSION
UNITPRICE
EXTENSION
UNIT PRICE
EXTENSION
ConnctTo Exlsti Sanita Sawal
2
EA
$0.01
$0.02
$1650.00
$3,300.00
$1,250.00
$z5D0.Casfin
r
Assombl
S715250
$1.152
$330.00
$330.
$1.000.DD
$t.OD0.
6-PVC Pi Santa hewer SDR 35
330
$14.30
$4719.00
$40.00
$13.2DD.DD
$3200
$10.e'PVC
Pi Santa Sawer SDR 35
843
LF
$15.05
$12.687-15
Eb OO
$37,09200
334.00Standard48'Diameter
Sac' Sewer Manhole
3
EA
$3.414.00
510,24200
$2860.00
E8,S80.W
E3,700.00
E77,100.00
Total Old Schedule D $28.800.67 $62.60200 4Y.+.-
ot394 bid tab - rebld.AsHID TABULATION BT - 2 OF 6
BID TABULATION
CITY OF OTSEGO
Quaday Avenue NE Improvement Project
Alternate Bid 1-Sldewalk and Trail
Douglas Kerr Underground
Mate Bullock Contracting
Bumchvllle Construction
ITEM
NO.
ITEM DESCRIPTION
ESTIMATED QUANTITY
UNIT PRICE
EXTENSION
UNITPRICE
EXTENSION
UNITPRICE
EXTENSION
1
Do-Ex-tion P
324
CY
$16,36
$5,300.64
$8.50
$Z764.DO
$1725
$5.569.
2
Salvaged Topsoil From Stoc le L
-328
CY
$248
-$813A4
$225
-5738.00
$280
4918.40
3
Aggraq,Base Gass 5 Mod
350
TON
$17.99
$6.296.50
$19.50
$6,825A0
$19.00
38,650.W
4
TypeSP12SWaad C-Moftre(2.13)(Traill
160
TON
$55.09
$8.814.40
$57.85
$9.256.00
$65,00
$10400.00
5
Truncated Domes
120
SF
$45.00
$5.400.
$47.25
$5,670.
548.00
$5.760.
6
4' Concrete Sidevrdlk
645
SY
$36.
$23.22000
$37.80
$24.381.00
$41.00
$26.445.
7
110 Crosstalk Blocks Ydele-Paint
126
SF
5280
1;.80
54.35
$548.10
$3.00
3378.00
8
tY Solid Line Mite - Paint
332
1
5280
$929.60
$4.95
$1643.40
53.00
59%.CO
Total Alternate Bid 1 $49,500.50
SUMMARY OF BIDDING:
Douglas Kerr Underground
Total Bid Schedule through D
5425253.34
Altem ale Old 1-Slde lk and Trail
$49,500.50
Base Bid +Alternate
$475,753.84
Enor in Calculation.
ot394 bid tab- rebld.1lsB10 TABULATION BT- 3 OF 6
$ 0.339.50
MattBullock Contracting
5460,051.75
350,339.50
$510.391.25
555299.60
Burschv8le ConsWcdon
$482.47120
$55,299.60
$537.770.80
BID TABULATION
CITY OF OTSEGO
Quaday Avenue NE Improvement Project
Bids opened 200 p.m.. Mdnesday. June 8, 201 S.
There ware 6 bids reramdl, as shown herein.
Bid Schedule W -Streets
Northdale Consbucdon
Vc116 Co.
GelsBngerand Sons
ITEM
NO.
ITEM DESCRIPTION
ESTIMATED QUANTITY
UNIT PRICE
EXTENSION
UNrr PRICE
EXTENSION
UNIT PRICE
EXTENSION
1
Mabintion
1
LS
$13.930.
$13930.
$30,000.00
$30.000.00
$22.000.fX1
322.000.
2
Clearing and Grubb'Gmbbhm
1
LS
$T875.00
$787500
$5.10DOO
55,10D.
57,800.00
$7.800. OO
3
Remove Curb 8 Gutter
108
LF
$3.55
$376.
$2.
$243.
$4.00
$424.
4
Sawing Bit Pavanrent Full Depth)
136
LF
$3.86
$524.96
$2.25
$306.
$4.00
$544. 001
5
Biturriraus Pavement Removal
225
BY
$2.32
$522.00
S2.
$450.
$3.
$675.
6
Comnnn Exovation P
2.608
CY
$8.27
$21 568.16
$19.20
550,073.
$8.00
$20,864.
7
S de Correa-
900
CY
$2.95
52.655.
$id.
$12.780.
$5.00
$4,5C0. 00
8
Cn B.- L
ormw
1.296
CY
$10.31
313.361.76
55.40
$6,998.40
S1200
$15,652.
9
$21Vaged Topsoil From Stoc 1e L
862
CY
S2.60
$2.241.20
$5.00
$4.310.00
$4.310.
10
Aggrenater Base Class 5 Mod
2,251
TON
$15.87
$35,72337
$10.75
$24,198.2
520.00
$45.020.
11
MIr M,,v ous Surface 1.5
17
SY
$1 SSI
$285- 7
$18.00
$306.00
$16.00
$272.00
12
Bilumirwus Material For Tack Coat
335
GAL
$3.19
$1,068.65
$3.60
$1,172
53.
$1.172 50
13
Type SP 9.5 Marim Catase Mixture 3.0
525
TON
$67.01
$35.18025
S74.O0
$38.850.
$64wOO
S33600.
14
T SP 125 Non War Course Mixhrre MCI
875
TON
563.42
$55.492.50
$70.00
561,250.
$61.aD
$53.375.
16
Retainin Well
400
SF
$45.30
$18.120.00
$28.00
$114200.00
$45.00
$18.000. 00
16
Concete Curb B Gutter Design BSIB
1,670
LF
$11.71
$18.384.70
In 2Be
$19.7azoo
$15.00
$23.550.
17
7' Concrete VaINY Gutter
172
BY
$66.15
$11377.80
$71.00
$12 12
$61.00
$10492
18
4' BiUrni.ous Curb
435
LF
$3.64
$1,583.
$4.00
$1.740.
$4.00
$1,740.
19
Traffic Conbci
1
LS
$787
$787.50
$3,150.00
$3150.
$1000.
I.ODD.00
20
Si Panel, Type C
61
SF
$5250
$3.20750
$57.00
$3.477.00
$50.00
$3.050.
2/
BIII Ferx:e,T MS
1.493
LF
$2.42
53,613.06
$2.90
$4329.70
$250
$3.732 50
22
Storm Drain lnletPraN b..
8
EACH
$150.
57.200.
5162.00
51
$150.00
$1.200. 00
23
1SWbili.d Construction EAd
1
LS
$1.323.00
$1.323wOd
$1.570.00
$1.570.00
$900.00
24
Tud Establisianant
1
LS
$11,130.
$11.130.
$10.400.00
$10.40ODD
$4600.00
$4.600.
25
Erosbn Control Blanket - cat 2
150
SY
$1.26
$189.
$1.60
$225.
$1.25
$IaT
25
Pavement Messa a
4
EACH
$78.75
$315000
$12D.00
$480.00
$76.00
$300.00
27
4' Double Solid Line Yellow - Paint
800
LF
$0.04
5672.
$1.30
$1,040.
$1.
$BDO. 00
28
4' Sofid Line White -Paint
1.800
1 LF
$0.42
$756.
$IAO
SI.ADD.
SI.BO
$1800.
Total Bid ScheduleA $263.458.88 $308,74025 $2BI.460.50
at394 bid tab- rabid.1d.BID TABULATION BT - 4 OF 6
BID TABULATION
CITY OF OTSEGO
Quaday Avenue NE Improvement Project
Bid Schedule "B" -Storm Sewer
Northdals Cansnucdon
Veit a Co.
Gelsgngerand Sons
ITEM
NO.
ITEM DESCRIPTION
ESTIMATED QUANTITY
UNIT PRICE
EXTENSION
UNITPRICE
EXTENSION
UNIT PRICE
EXTENSION
29
18' RC Flared End SecSon
i
EACH
$625.70
$625.70
$1 493.t10
51.493.
4550.
$550. 00
30
15' RC Mica Sewer De ` n 3006 CL V at de
655
LF
$34.44
$22558.
$34.00
$27270.
$45.00
$29.475.
31
18'RC PiW Sewer Design 3OD6 CLV all de
399
LF
$36.91
$14727.09
$37.00
$14.763.00
$46.00
$18.354.
32
4' Insulation
4
Sy
$56.63
$226.52
$68.00
SZ7200
$30.00
5120.00
33
Constr iDmi- Stnchns Dee n7X 3'
3
EACH
$1.801.88
$5,405.64
$2.030.00
$6,090.
$2000.00
$6,000
34
Construct Drains Stmcture Desi n48d020
4
EACH
52,043.75
$8.176
$2,675.00
$10,700.
$2,200.
$8.800.
35
Construct Drains eSuucWre D. n60-402D
1
EACH
$3.042.50
$3,04
$3765.00
$376i
3000.
$3.000,
36
Mculated InteducIdng Block Open Call,T A
8
SV
$IW.63
$1045-04
$130.00
$1,040.
$125.
S1A00.
Total Bid Schedule B 555,805.69 $60.393.00 W.-
Old Schedule "C" - Watermaln
Northdale Cons"cdon
Veit a Co.
Geislingerand Sons
REM
NO.
ITEM DESCRIPTION
ESTIMATED QUANTITY
UNIT PRICE
EXTENSION
UNITPRICE
EXTENSION
UNITPRICE
EXTENSION
37
Connect To EA.S.q e' Watermain
2
EA
$1 37625
S2752
S1,150.00
SZ300.00
5500.00
SI.DOO. 00
3B
S.N.And Reinstall H ran 6' Pip, And S' Gate V.Im
i
EA
$2,395.00
$2.395.
S3,300.I70
$3,300.
E21600.00
$2,50D.
39
Hydrant
3
EA
$5,340.73
$16,022.1
$6.400.W
$19,200.
55,ODO.aO
$15.000.
40
8' Watemwin Ductile Ilan C152
1.040
LF
$48.47
550408.80
341DO
$42,640.
$50.00
$52.000.
41
S' Wau nnain Ductile Imn Cl 52
332
LF
$44.91
$14,910-12
S34.00
$11.28a
S4S00
575,936.
42
8' Data V.1- And Sox
4
EA
S2,059.20
$8.2W.80
$2190.00
$8,760.
SZ500.00
510,tX%1.
43
6' Gale Valve And Boz
4
1 EA
Si 5T7.60
$6,310.40
$6,628.
$7 We 00
SB 000.
44
Wa[ermain Rt8n
1.520
LBS
34.44
E6,748.
56.00
59,720.
35.00
S7,fi00.
Tota 18 Id Sc hedule C SID7784.61 5103,236.00 5112,036.00
Bid Schedule "D"-Sanita Sewer
Northdale Construcdar
Veit a Co.
GelslhigerandSons
ITEM
NO.
ITEM DESCRIPTION
ESTIMATED QUANTITY
UNITPRICE
EXTENSION
UNITPRICE
EXTENSION
UNIT PRICE
EXTENSION
45
ConnactTo Existing Sanit Sewer
2
EA
$1.769.35
$3.5383
$743.00
SIAB6.00
$500,00
$1,000. 00
46
Castoo Assembly
1
EACH
3978AS
$978.88
SSRUMOD
$890.00
$75D.
$750. 00
47
am PVC Piw Santa Sauter SDR 35
330
LF
$31-
$10.305.90
321.00
$E930.00
S50.nO
$16,500.
48
8'PVC Plus Sands Se- SDR 35
843
LF
540.
533.779.01
S-
519,389.
161.00
551.423.
49
Standard 48' Oiametar Sanity Sewer Manhole
3
EA
li.775.9007
38327.7
53,500.
510,500.
355.00
E765.00
Total Bid Schedule D $56930.19 $39.195.00 369,838.00
ot394 bid tab - rabidxlsBID TABULATION BT- 5 OF 6
BID TABULATION
CITY OF OTSEGO
Quaday Avenue NE Improvement Project
Altemate Bid 1 -Sidewalk and Trail
Northdale Construction
Veit 6Co.
Gelelinge/and Sons
ITEM
NO.
REM DESCRIPTION
ESTIMATED QUANTITY
UNIT PRICE
EXTENSION
UNIT PRICE
EXTENSION
UNIT PRICE
EXTENSION
1
Common Ex— n (PI
324
CY
$17.18
$5,566.32
510.00
$3.240.00
$8,00
$2.592
2
SalVagedTo Fram Sto lle .
-328
CY
$2.
-$852.
$3.
-$1,148.
$5.00
-$1,640.00
3
Agiusnate, Base Class 5 Mod `
350
TON
$21.37
$7.479.50
$23.00
$8,050.00
$18.00
$6.300.
4
Type SP 125 Wearing Cause Mixture 2,B rail
160
TON
$57.84
$9,254.40
$64.00
$10,240.
$5520
$8632
5
Truncated Domes
120
SF
$47.25
$5.670.00
$51.00
$6.120.00
$40.00
$4,800. 00
6
4' Concrete Sidewalk
645
BY
$47.80
$30.831.00
$41.00
$26,445.
$36.00
$23220. 00
7
3W'Cmsawalk Blocks VAfda - Paint
126
SF
$2.94
$370.44
$4.50
$567aOC
53.1)0
$378. Od
B
IIr Solid Line Mite - Paint
332
LF
$2.94
$976.08
$4.
$1.494.W
$3.00
$996A0
Total Alternate Bid i $59,294.94 $55.008.00 545,478.00
SUMMARY OF BIDDING:
Total Bid Schedule through D
Alternate Bid 1 -Sidewalk and Trail
Base Bld+Altemate
Error In Cakulation.
o094 bid tab - rebid.xlsBID TABULATION BT - 6 OF 6
Northdate Construction
Veil d Co.
GelsHngerand Sons
$483.979.37
$511.564.25
$530.633.50
$59.294.94
$55,OD8.00
$45.478.00
$543.274.31
$566.57225
$576,111-50
RESOLUTION NO. 2016-57
RESOLUTION ACCEPTING BID AND AWARDING CONTRACT
WHEREAS, pursuant to an advertisement for bids for the construction of City of
Otsego Project No. 16-02, Quaday Avenue NE Improvements bids were received,
opened and tabulated according to law, and the following bids were received complying
with the advertisement:
Total Base Bid
1. Douglas Kerr Underground, Inc.
$426,253.34
2. Matt Bullock Contracting, Inc.
$460,051.75
3. Burschville Construction, Inc.
$482,471.20
4. Northdale Construction, Inc.
$483,979.37
5. Veit & Co., Inc.
$511,564.25
6. Geislinger and Sons, Inc.
$530,633.50
AND WHEREAS, it appears that Douglas Kerr Underground, Inc. of Mora,
Minnesota is the lowest responsible bidder,
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO
MINNESOTA:
1. The mayor and clerk are hereby authorized and directed to enter into a
contract with Douglas Kerr Underground, Inc. of Mora, Minnesota in the name of the
City of Otsego for the Quaday Avenue NE, Improvement Project No 16-02, according to
the plans and specifications therefore approved by the city council and on file in the
office of the City Clerk.
2. The City Clerk is hereby authorized and directed to return forthwith to all
bidders the bid bond made with their bids, except that the bid bond of the successful
bidder and the next lowest bidder shall be retained until a contract has been signed.
Adopted by the city council this 13th day of June, 2016.
Motioned By:
Seconded By:
All in Favor:
Those Opposed:
Jessica Stockamp, Mayor
Tami Loff, Clerk
ENGINEER'S COST ESTIMATE
City of Otsego
QUADAY AVENUE IMPROVEMENTS
Rid Srharhila "A" - Straetc R. Trail
Item
No.
Spec. Ref
Description
Unit
Estimated
Quantity
Unit Price
Total Estimated
Extension
1
2021.501
Mobilization
LS
1
$15,000.00
$15,000
2
2101.511
Clearing and Grubbing
LS
1
$2,000.00
$2,000
3
2104.501
Remove Curb & Gutter
LF
106
$3.00
$318
4
2104.513
Sawing Bit Pavement Full Depth)
LF
136
$4.00
$544
5
2104.505
Bituminous Pavement Removal
SY
225
$3.50
$788
6
2105.501
Common Excavation P
CY
2608
$4.50
$11,736
7
2105.507
Subgrade Correction EV
CY
900
$6.00
$5,400
8
2105.523
Common Borrow LV
CY
1296
$4.50
$5,832
9
2105.535
Salva ed Topsoil From Stockpile LV
CY
862
$3.50
$3,017
10
2211.501
Aggregate Base Class 5 Mod
TON
2251
$13.00
$29,263
11
2232.501
Mill Bituminous Surface 1.5"
SY
17
$6.00
$102
12
2357.502
Bituminous Material For Tack Coat
GAL
326
$3.00
$978
13
2360.501
Type SP 9.5 Wearing Course Mixture 3,C
TON
525
$68.00
$35,700
14
2360.502
Type SP 12.5 Non Wear Course Mixture 3,C
TON
875
$65.00
$56,875
15
2411.618
Retaining Wall
SF
400
$25.00
$10,000
16
2531.501
Concrete Curb & Gutter Design B618
LF
1570
$14.00
$21,980
17
2531.604
7" Concrete Valley Gutter
SY
172
$75.00
$12,900
18
2535.501
4" Bituminous Curb
LF
435
$5.00
$2,175
19
2563.601
Traffic Control
LS
1
$1,500.00
$1,500
20
2564.531
Si n Panels, Type C
SF
61.25
$32.00
$1,960
21
2573.502
Silt Fence, Type MS
LF
1493
$2.00
$2,986
22
2573.530
Storm Drain Inlet Protection
EACH
8
$75.00
$600
23
2573.535
Stabilized Construction Exit
LS
1
$2,000.00
$2,000
24
2575.555
Turf Establishment
LS
1
$2,500.00
$2,500
25
2575.523
Erosion Control Blanket - Category 2
SY
83
$2.50
$208
26
2582.502
Pavement Message
EACH
4
$75.00
$300
27
2582.502
4" Double Solid Line Yellow - Paint
LF
800
$0.20
$160
28
2582.502
4" Solid Line White - Paint
LF
1800
1 $0.10
$180
Total - Bid Schedule "A"
RM Srharhda "R" - Storm SP_WP_r
$227,002.00
y29vV
2503.541
18" RC Flared End Section
EACH
1
$1,250.00
$1,250
30
2503.541
15" RC Pipe Sewer Design 3006 CL V all depths)
LF
655
$38.00
$24,890
31
2503.541
18" RC Pipe Sewer Design 3006 CL V all depths)
LF
399
$41.00
$16,359
32
2503.604
4" Insulation
SY
3.5
$32.00
$112
33
2506.501
Construct Drainage Structure Design 2' X 3'
EACH
3
$7,200.00
$21,600
34
2506.501
Construct Drainage Structure Design 48-4020
EACH
4
$10,000.00
$40,000
35
2506.501
Construct Drainage Structure Design 60 4020
EACH
1
$20,000.00
$20,000
36
1 2515.503
lArticulated Interlocking Block Open Cell, Type A
SY
1 7.8
$115.00
$897
Total - Bid Schedule "B" �P' Au,110
S:NAunicipalWOTSEGO\394\DESIGN\ot394 EngEst (4-18-16).x1sx Page 1 of 2
ENGINEER'S COST ESTIMATE
City of Otsego
QUADAY AVENUE IMPROVEMENTS
Item
Estimated
Total Estimated
No.
Spec. Ref
Description
Unit
Quantity
Unit Price
Extension
Bid Schedule "C" - Watermain
37
2611
Connect To Existing 8" Watermain
EA
1
$1,500.00
$1,500
38
2611
Salvage And Reinstall Hydrant, 6" Pipe And 6" Gate Valve
EA
1
$3,000.00
$3,000
39
2611
Hydrant
EA
3
$4,800.00
$14,400
40
2611
8" Watermain Ductile Iron Cl 52
LF
1040
$50.00
$52,000
41
2611
6" Watermain Ductile Iron Cl 52
LF
332
$30.00
$9,960
42
2611
8" Butterfly Valve And Box
EA
4
$3,500.00
$14,000
43
1 2611
6" Gate Valve And Box
EA
4
$2,100.00
$8,400
44
1 2611
lWatermain Fittings
LBS
1520
$4.50
$6,840
Total - Bid Schedule "C"
Rid Schedule " n,, - Sanitary Sewer
-0-I'I u,-1 uu
45
2621
Connect To Existing Sanitary Sewer
EA
1
$1,000.00
$1,000
46
2506.522
Casting Assembly
EA
1
$1,500.00
$1,500
47
2621
6" PVC Pipe Sanitary Sewer SDR 35
LF
330
$25.00
$8,250
48
2621
8" PVC Pipe Sanitary Sewer SDR 35
LF
843
$30.00
$25,290
49
2621
Standard 48" Diameter Sanitary Sewer Manhole
EA
3
$3,500.00
$10,500
Total - Bid Schedule "D"
Alternate Rid 1 - Trail and Sidewalk
qp4m,w4u
1
2105.501
Common Excavation P
Cy
324
$4.50
$1,458
2
2105.535
Salvaged Topsoil From Stockpile LV
Cy
-328
$3.50
-$1,148
3
2211.501
Aggregate Base Class 5 Mod
TON
350
$13.00
$4,550
4
2360.501
Type SP 12.5 Wearing Course Mixture 2,6 Trail
TON
160
$90.00
$14,400
5
2531.618
Truncated Domes
SF
120
$55.00
$6,600
6
2531.507
4" Concrete Sidewalk
SY
645
$45.00
$29,025
7
2582.502
3'x6' Crosswalk Blocks White - Paint
SF
126
$1.50
$189
8
2582.502
12" Solid Line White - Paint
LF
332
$0.30
$100
Total - Alternate Bid 1
TOTAL PROJECT COSTS
TOTAL WALT BID 1
4)55,-1 / 4
Total - Bid Schedule "A" - Streets & Trail $227,002
Total - Bid Schedule "B" - Storm Sewer $125,108
STREET CONSTRUCTION Cost 352,110
110 % of Construction Costs $387,321
Total - Bid Schedule "C" - Watermain $110,100
Total - Bid Schedule "D" - Sanitary Sewer $46,540
UTILITY CONSTRUCTION Cost 156,640
110 % of Construction Costs $172,304
$559,625.00
Total - Alternate Bid 1 $55,174
TRAIL CONSTRUCTION Cost $55,174
110 % of Construction Costs $60,691
$620,316.00
S:\M unicipaMOTSEGM394MDESIGN\ot394 Eng Est (4-18-16).xlsx Page 2 of 2