CR 06-035 Accept Bids & Award Contract Excel Blvd Streetscape Imp, Proj 04-07
CITY OF
-
March 15, 2006
HOPKINS
Council Report 2006-035
ACCEPT BIDS AND AWARD CONTRACT
EXCELSIOR BOULEVARD STREETSCAPE IMPROVEMENTS, PHASE III
PROJECT 04-07
Proposed Action.
Staff recommends adoption of the following motion: Move that Council adopt Resolution 2006-
020. Resolution for Award of Bid. Excelsior Blvd Streetscape Improvements. Phase III. Proiect 04-
07.
Overview.
On February 7, 2006 City Council approved final design plans and ordered bids for this project.
The project was advertised, a pre-bid conference was held on March 7 and bids were publicly
opened at 10:00 a.m. on Tuesday, March 14. Three bids were received with the low bid of
$1,651,355.07 submitted by Pember Companies, Inc. from Menomonie, Wisconsin - see attached
bid report. The second low bid of $1,999,893.95 was submitted by Park Construction Company.
The final architect's estimate of construction cost was $1,761,984.45. Staff is now requesting
approval to award the contract to the lowest responsible bidder, Pember Companies, Inc. in the
amount of $1,651,355.07. Pember has completed many large street projects, including major
streetscape work - their references have been checked with no problems noted. Additionally, they
have chosen quality subcontractors.
Primary Issues to Consider.
· Project funding: Funding will come from the city's PIR and MSA funds with reimbursement of
an estimated $340,000 from Hennepin County. The estimated total project cost is now:
$1,651,355.07 (construction) + $92,649.00 (Xcel Energy) + $135,800 (design & construction
services) = $1,879,804.07
. Project schedule: The construction will run from ola April 17 , 2006 to October 1, 2006.
Supportina Information.
. Pember Companies, Inc. references
. Bid tabulation and architect estimate.
. Res lution 20 -020
Steven J. Stadler, Public Works Director
Financial Impact: $ 1.879.804.07 Budgeted: Y/N ~ Source: MSA, PIR
elated Documents (CIP, ERP, etc.): Aooroved 2006 CIP oroiect
otes:
Mar. 15. 2006 4:06PM PEMBER EXCAVATiNG ~o. 8297 P. 2
-~. -~.d1J~
~ Pemb r Companies, Inc. ~h
N4449 - 469th Street. Menomonie, Wisconsin 54751
Phno<.715-23$.O)16
0Iwdln8. Ubbty1ftst3Daboll. CoaldGuaa. SllicwaBt
fax: 7IS..2)~
References:
Woodbury - Cottage Grove Drive 51.349,805.00
City of Woodbury
8301 Valley Cr.rek Road
Woodbury. MN 55125
PH: 651-714-3500
Hastings - Dakota Hills and Zweber Lane $2,556.497.00
City of Hastings
Nick Eggers
101 411> Street East
Hastings, MN 55033
PH: 651-480.2350
Red Wing- Central Avenue, College Avenue
City of Red Wing
Ron Roscnthal
419 Bush Street
Red Wing, MN 55066
PH: 651-385-3623
$2.440.690.00
Pine Island - 2003 Street Assessment
City of Pine Island
Mark Vahlsing
250 Main Street
Pine Island, MN 55963
PH: 507-356-459l
5797,280.00
Eau Claire - Phoenix Park S3,651,464.00
City of Eau Claire
203 S. Farwell Street
Eau Claire, WI 54702
PH: 715.839-4934
Sub.Contractors
1. Killmer Electric - Electrical
2. Peterson &. Sons - Irrigation/Landscaping
3. Glacial Ridge - Concrete Pavers
4. FPI Paving Contractors - Asphalt
5. United Rentals - T ranic Control
If any more information is needed, please call Jon Johnson, 715-235-0316
Equal Oppornmity Employer
.
OWNER
CITY OF HOPKINS - PUBLIC WORKS
11100 Excelsior Blvd
Hopkins, MN 55343-3435
Bi"D'lAd - AS PER.UM #2
PROJECT:
HOPKINS EXCELSIOR BLVD STREETSCAPE IMPROVEMENTS -PHASE
PROJECT # 2004-07
HOPKINS, MN
PRIME CONSULTANT:
Hoisington Koegler Group Inc.
123 North 3rd Street - Suite 100
Minneapolis, MN 55401-1659
THOMAS AND SONS CONSTRUCTION
UNIT PRICE UNIT TOTAL
$ 161.000.00 LS $ 161,000.00
$ 0.75 SY $ 4,762.50
$ 0.75 SF $ 4,849.50
$ 1.65 SY $ 9,957.75
$ 75.00 CAL $ 1,125.00
$ 12.50 LF $ 17,462.50
$ 4.00 LF $ 1,800.00
$ 15.00 SY $ 16,425.00
$ 6.50 SY $ 32,272.50
$ 5.00 SY $ 7,340.00
$ 5.00 SY $ 7,800.00
$ 500.00 EA $ 500.00
$ 100.00 EA $ 600.00
$ 5.00 LF $ 1.950.00
$ 7,000.00 EACH $ 7,000.00
$ 781.00 EACH $ 2,343.00
$ 35.00 CY $ 13,300.00
$ 25.00 CY $ 500.00
$ 30.00 CY $ 7,800.00
$ 28.00 CY $ 42,6t6.00
$ 19,123.50 EA $ 19.123.50
$ 370.00 EA $ 370.00
$ 50.00 CY $ 5,500.00
$ 75.00 SY $ 36,000.00
$ 15.00 SY $ 3,600.00
$ 175.00 TON $ 7,525.00
$ 200.00 TON $ 4,000.00
$ 200.00 TON $ 8,600.00
$ 4.00 GAL $ 160.00
$ 25.00 LF $ 23,250.00
$ 155,000.00 LS $ 155,000.00
$ 100.00 LF $ 2,000.00
$ 500.00 EA $ 3,000.00
$ 500.00 EA $ 500.00
$ 2,200.00 EA $ 2,200.00
$ 3,600.00 EA $ 3,600.00
$ 600.00 EA $ 600.00
$ 475.00 EA $ 2,850.00
$ 3,800.00 EA $ 3,800.00
$ 3.67 SF $ 188,359.08
$ 4.70 SF $ 23,772.60
$ 6.00 SF $ 11,508.00
$ 7.20 SF $ 8,352.00
$ 5.00 SF $ 4,480.00
$ 16.85 LF $ 21,062.50
$ 28.95 LF $ 12,014.25
$ 23.90 LF $ 10,755.00
$ 71.00 SY $ 710.00
$ 445.00 EA $ 17.800.00
$ 96,500.00 LS $ 96,500.00
$ 21,000.00 LS $ 21,000.00
$ 500.00 EACH $ 500.00
$ 500.00 EACH $ 15,000.00
$ 700.00 EACH $ 25.200.00
$ 2.975.00 EACH $ 17,850.00
$ 250.00 LF $ 4,500.00
$ 20.00 LF $ 700.00
$ 3,000.00 EA $ 6,000.00
$ 3,000.00 EA $ 3,000.00
$ 4,000.00 EA $ 8,000.00
PAKK CONS I KUCTlON COP MANY
UNIT PRICE UNIT TOTAL
$ 110,141.00 LS $ 110,141.00
$ 5.70 SY $ 36,195.00
$ 0.72 SF $ 4.655.52
$ 3.40 SY $ 20,519.00
$ 60.00 CAL $ 900.00
$ 7.95 LF $ 11,106.15
$ 7.95 LF $ 3,577.50
$ 6.50 SY $ 7,117.50
$ 3.25 SY $ 16,136.25
$ 3.25 SY $ 4,771.00
$ 3.25 SY $ 5.070.00
$ 657.00 EA $ 657.00
$ 129.00 EA $ 774.00
$ 7.45 LF $ 2,905.50
$ 3,880.00 EACH $ 3,880.00
$ 727.00 EACH $ 2.181.00
$ 30.50 CY $ 11,590.00
$ 30.50 CY $ 610.00
$ 45.80 CY $ . 11,908.00
$ 45.10 CY $ 68.642.20
$ 15,100.00 EA $ 15,100.00
$ 901.00 EA $ 901.00
$ 49.40 CY $ 5,434.00
$ 78.80 SY $ 37,824.00
$ 6.65 SY $ 1,596.00
$ 91.10 TON $ 3,917.30
$ 96.30 TON $ 1,926.00
$ 91.10 TON $ 3,917.30
$ 5.10 GAL $ 204.00
$ 35.20 LF $ 32,736.00
$ 138,200.00 LS $ 138,200.00
$ 70.90 LF $ 1,418.00
$ 344.00 EA $ 2.064.00
$ 2,350.00 EA $ 2,350.00
$ 2,050.00 EA $ 2,050.00
$ 3,480.00 EA $ 3,480.00
$ 614.00 EA $ 614.00
$ 636.00 EA $ 3,816.00
$ 1,720.00 EA $ 1,720.00
$ 5.45 SF $ 279,715.80
$ 5.70 SF $ 28.830.60
$ 6.80 SF $ 13.042.40
$ 6.55 SF $ 7,598.00
$ 4.05 SF $ 3,628.80
$ 19.40 LF $ 24,250.00
$ 25.00 LF $ 10,375.00
$ 21.50 LF $ 9,675.00
$ 97.40 SY $ 974.00
$ 628.00 EA $ 25.120.00
$ 60,600.00 LS $ 60.600.00
$ 9,640.00 LS $ 9,640.00
$ 903.00 EACH $ 903.00
$ 643.00 EACH $ 19,290.00
$ 1,180.00 EACH $ 42,480.00
$ 2,770.00 EACH $ 16.620.00
$ 376.00 LF $ 6,768.00
$ 4.10 LF $ 143.50
$ 503.00 EA $ 1,006.00
$ 503.00 EA $ 503.00
$ 7,080.00 EA $ 14.160.00
PEMBER COMPANIES
UNIT PRICE UNIT TOTAL
$ 67,100.00 LS $ 67,100.00
$ 0.90 SY $ 5,715.00
$ 0.33 SF $ 2.133.78
$ 1.25 SY $ 7.543.75
$ 26.20 CAL $ 393.00
$ 5.30 LF $ 7,404.10
$ 5.30 LF $ 2,385.00
$ 6.50 SY $ 7,117.50
$ 2.85 SY $ 14,150.25
$ 2.20 SY $ 3,229.60
$ 2.55 SY $ 3.978.00
$ 308.00 EA $ 308.00
$ 119.00 EA $ 714.00
$ 10.10 LF $ 3,939.00
$ 2,510.00 EACH $ 2,510.00
$ 746.00 EACH $ 2,238.00
$ 18.40 CY $ 6,992.00
$ 46.30 CY $ 926.00
$ 21.70 CY $ 5,642.00
$ 38.70 CY $ 58,901.40
$ 18.300.00 EA $ 18.300.00
$ 353.00 EA $ 353.00
$ 41.10 CY $ 4.521.00
$ 65.50 SY $ 31,440.00
$ 6.85 SY $ 1,644.00
$ 132.00 TON $ 5,676.00
$ 98.80 TON $ 1,976.00
$ 132.00 TON $ 5,676.00
$ 5.25 GAL $ 210.00
$ 8.50 LF $ 7,905.00
$ 126,000.00 LS $ 126,000.00
$ 34.70 LF $ 694.00
$ 172.00 EA $ 1,032.00
$ 819.00 EA $ 819.00
$ 959.00 EA $ 959.00
$ 2.260.00 EA $ 2,260.00
$ 417.00 EA $ 417.00
$ 346.00 EA $ 2,076.00
$ 598.00 EA $ 598.00
$ 3.55 SF $ 182,200.20
$ 4.15 SF $ 20.990.70
$ 4.40 SF $ 8,439.20
$ 5.40 SF $ 6,264.00
$ 3.00 SF $ 2,688.00
$ 16.00 LF $ 20,000.00
$ 2350 LF $ 9,752.50
$ 17.90 LF $ 8,055.00
$ 47.80 SY $ 478.00
$ 150.00 EA $ 6.000.00
$ 34,200.00 LS $ 34,200.00
$ 9,090.00 LS $ 9,090.00
$ 915.00 EACH $ 915.00
$ 345.00 EACH $ 10,350.00
$ 409.00 EACH $ 14,724.00
$ 2.840.00 EACH $ 17,040.00
$ 225.00 LF $ 4,050.00
$ 15.80 LF $ 553.00
$ 1,760.00 EA $ 3.520.00
$ 1,730.00 EA $ 1,730.00
$ 1,910.00 EA $ 3,820.00
ENGiNttRfSTlMA 1'E
TOTAL
130,000.00
3,175.00
1,616.50
3,017.50
1,500.00
3,492.50
1,125.00
7.884.00
24,825.00
7.340.00
7,800.00
500.00
1.800.00
195.00
1,000.00
1,500.00
6,460.00
340.00
.4.680.00
42.616.00
20,000.00
300.00
2,860.00
14,400.00
2,400.00
1,720.00
840.00
1,634.00
----wo:oo
930.00
150,000.00
720.00
1,200.00
500.00
2,000.00
2,000.00
500.00
1,800.00
700.00
205.296.00
25.290.00
13,426.00
11,600.00
1,344.00
22.500.00
10.375.00
10,350.00
360.00
16,000.00
35,000.00
18,000.00
300.00
24,000.00
21,600.00
21.000.00
1,800.00
245.00
3.000.00
1,500.00
2,000.00
UNIT
LS
SY
SF
SY
CAL
IT
IT
SY
SY
SY
SY
EA
EA
IT
EACH
EACH
CY
CY
CY
CY
"""EA"'
"""EA"'
CY
SY
SY
TON
TON
TON
GAL
u:
LS
u:
"""EA"'
"""EA"'
Ell
Ell
Ell
Ell
Ell
SF
SF
SF
SF
SF
LF
LF
LF
SY
EA
LS
LS
EACH
EACH
EACH
EACH
IF
IF
Eli
Eli
Eli
UNIT PRICE
$~oo
$ 0.50
$ 0.25
$ 0.50
$ 100.00
$ 2.50
$ 2.50
$ 7.20
$ 5.00
$ 5.00
$ 5.00
$ 500.00
$ 300.00
$ 0.50
$ 1,000.00
$ 500.00
$ 17.00
$ 17.00
$ 18.00
$ 28.00
$ 20,000.00
$ 300.00
$ 26.00
$ 30.00
$ 10.00
$ 40.00
$ 42.00
$ 38.00
$ 2.50
$ 1.00
$ 150,000.00
$ 36.00
$ 200.00
$ 500.00
$ 2,000.00
$ 2,000.00
$ 500.00
$ 300.00
$ 700.00
$ 4.00
$ 5.00
$ 7.00
$ 10.00
$ 1.50
$ 18.00
$ 25.00
$ 23.00
$ 36.00
$ 400.00
$ 35.000.00
$ 18,000.00
$" 300.00
$" 800.00
$" 600.00
$" 3,500.00
$" 100.00
$" -----yro
$" 1,500.00
$" 1,500.00
$" 1,000.00
EST.QTY.
~
6350.00
6466.00
6035.00
~
1397.00
450.00
1095.00
4965.00
1468.00
1560.00
~
----s:oo
390.00
----uiO
~
380.00
20.00
260.00
1522.00
-----,-:Qo
----uiO
110.00
480.00
240.00
43.00
20.00
----.noD
4MO
930.00
----uiO
20.00
----s:oo
----uiO
----uiO
----uiO
~
----s:oo
~
51324.00
5058.00
1918.00
1160.00
896.00
1250.00
415.00
450.00
10.00
40.00
1:00
1:00
1:00
30.00
36.00
s:oo
18.00
35.00
2.00
1.00
2.00
UNIT
LS
SY
SF
SY
CAL
LF
LF
SY
SY
SY
SY
EA
EA
LF
EACH
EACH
CY
CY
CY
CY
LS
Ell
CY
$V
$V
TON
TON
TON
GAL
LF
LS
LF
E"i\
E"i\
E"i\
E"i\
E"i\
E"i\
E"i\
SF
SF
SF
SF
SF
LF
LF
LF
SY
EA
LS
LS
EACH
EACH
EACH
EACH
IF
IF
Eli
Eli
Eli
ITEM DESCRIPTION
MOBILIZATION
PREP TURF AREAS
PH 1 REPLANTED MEDIAN REMOVAL
PH 1 TURF BLVD REMOVAL
TREE REMOVAL
REMOVE CURB AND GUTTER
REMOVE CURB AND GUTTER 2
REMOVE CONCRETE WALK
REMOVE BITUMINOUS PAVEMENT
REMOVE BITUMINOUS PAVEMENT 2
REMOVE BITUMINOUS PAVEMENT 3
REMOVE CATCHBASIN
REMOVE CA TCHBASIN GRATE CASTING
REMOVE PORTABLE CURB
SALVAGE AND REINSTALL BUS SHELTER
SALVAGE L1GHTPOLES
COMMON EXCAVATION
SUBGRADE EXCAVATION
SELECT GRANULAR BORROW .
SELECT TOPSOIL BORROW (CV)
REFINISH SIGNAL POLES
REFINISH SHOEBOX LIGHT POLES
AGGREGATE BASE CLASS 5
BITUMINOUS PATCH SPECIAL
MILL BITUMINOUS SURFACE (1.5')
TYPE LV 4 WEARING COURSE MIXTURE (1.5'
TYPE MV 4 WEARING COURSE MIXTURE (1.5
TYPE LV 3 NON WEARING COURSE MIXTURE (1.5
BITUMINOUS MATERIAL FOR TACK COAT
4' PERF PE PIPE DRAIN
IRRIGATION SYSTEM PROVISION
12' RC PIPE SEWER DES 3006 CL V
DRAIN PIPE ATTACHMENT TO CB
CONNECT TO EXISTING STORM SEWER
CONSTRUCT DRAINAGE STRUCTURE DESIGN SD-l
CONSTRUCT DRAINAGE STRUCTURE DES 54-4020
CASTING ASSEMBLY R-3067
CASTING ASSEMBLY R-1642 (STORM SEWER)
CASTING ASSEMBLY R-4999-HX
4' CONCRETE WALK SPECIAL 1
4' CONCRETE WALK SPECIAL 2
6' CONCRETE WALK SPECIAL
8' CONCRETE WALK
4' BITUMINOUS WALK
CONCRETE CURB & GUTTER DESIGN B618
CONCRETE CURB & GUTTER DESIGN B624 - SPECIAL
CONCRETE CURB & GUTTER DESIGN B612 - SPECIAL
CONCRETE MEDIAN NOSE
PEDESTRIAN CURB RAMP
CITY SIGN ASSEMBL Y- 8TH AVE
CITY SIGN MODIFICATION - 11 TH AVE
METAL INFORMATION SIGN (L T AROOW/RT-THU ARROW)
BOLLARD TYPE A
BOLLARD TYPE B
BANNER POLES
NEWSTAND CORRAL
LANDSCAPE EDGER
BENCH TYPE A
BENCH TYPE B
FIRELANE GATE
ITEM
NUMBER
2021.501
2101.000
2101.000
2101.000
2101.000
2104.501
2104.501
2104.503
2104.503
2104.503
2104.505
2104.509
2104.509
2104.521
2104.000
2104.000
2105.501
2105.507
2105.507
2105.526
2565.000
2650.000
2211.503
2231.604
2232.501
2350.502
2350.501
2350.501
2357.502
2502.541
2502.600
2503.541
2503.602
2503.602
2506.502
2506.502
2506.516
2506.516
2506.516
2521.500
2521.500
2521.500
2521.500
2521.511
2531.501
2531.501
2531.501
2531.503
2531.602
2540.601
2540.601
2540.602
2540.602
2540.602
2540.602
2540.602
2540.603
2540.602
2540.602
2540.602
1
;;
3"
4"
5
6"
"7
8"
9
10
11
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13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
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43
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of
pg
BID TAB Addendum#2
CITY OF HOPKINS
EXCELSIOR BLVD STREETSCAPE PH3
$ 27'000.~. $ 27,000.00
$ 3,500.00 $ 7,000.00
$ 3,500.00 $ 7,000.00
$ 900.00 EA $ 2,700.00
$ 1,500.00 EA $ 1,500.00
$ 800.00 EA $ 2,400.00
$ 7.00 SF $ 98,700.00
$ 3,341.00 EA $ 13,364.00
$ 5,247.00 EA $ 346,302.00
$ 2,200.00 EA $ 8,800.00
$ 2,250.00 EA $ 4,500.00
$ 2,119.00 EA $ 14,833.00
$ 2,155.00 EA $ 81,890.00
$ 6, t 40.00 EA $ 18,420.00
$ 22,500.00 LS $ 22,500.00
$ 1.82 LF $ 1,574.30
$ 1.10 LF $ 33.00
$ 1.10 LF $ 33.00
$ 5.15 SF $ 7,982.50
$ 805.00 EACH $ 4,025.00
$ 137.50 EACH $ 137.50
$ 137.50 EACH $ 137.50
$ 15.00 SF $ 25,500.00
$ 4.00 SY $ 12,048.00
$ _0.20 SF $ 534.00
.$-----315.00 TREE $ 4,410.00
$ 250.00 TREE $ 2,250.00
$ 250.00 TREE $ 500.00
$ 275.00 TREE $ 3,300.00
$ 350.00 TREE $ 51,100.00
$ 412.50 TREE $ 5,775.00
$ 275.00 TREE $ 3,300.00
$ 250.00 TREE $ 8,750.00
$ t2.1O EA $ 13,842.40
$ 11.00 PLT $ 11,396.00
$ 26.40 SHRUB $ 21,172.80
$ 28.60 SHRUB $ 1,372.80
$ 5.00 LF $ 2,500.00
$ 225.00 EA $ 5,625.00
$ 3.50 SY $ 37,086.00
$ 0.50 SF $ 7,500.00
$ 0.30 SF $ 22,564.80
$ 15,800.00 EA $ 15,800.00
$ 1,140.00 EA $ 2.280.00
$ 1,380.00 EA $ 2,760.00
$ 1,160.00 EA $ 3,480.00
$ 9,430.00 EA $ 9,430.00
$ 868.00 EA $ 2.604.00
$ 5.55 SF $ 78,255.00
$ 3,110.00 EA $ 12,440.00
$ 4,880.00 EA $ 322,080.00
$ 2,040.00 EA $ 8,160.00
$ 2,090.00 EA $ 4,180.00
$ 1,970.00 EA $ 13,790.00
$ 2,010.00 EA $ 76,380.00
$ 5,720.00 EA $ 17,160.00
$ 72,500.00 LS $ 72,500.00
$ 1.70 LF $ 1,470.50
$ 1.00 LF $ 30.00
$ 1.00 LF $ 30.00
$ 4.80 SF $ 7,440.00
$ 750.00 EACH $ 3,750.00
$ 128.00 EACH $ 128.00
$ 128.00 EACH $ 128.00
$ 12.00 SF $ 20,400.00
$ 3.05 SY $ 9,186.60
$ 0.10 SF $ 267.00
$ 292.00 TREE $ 4,088.00
$ 230.00 TREE $ 2,070.00
$ 230.00 TREE $ 460.00
$ 256.00 TREE $ 3,072.00
$ 323.00 TREE $ 47,158.00
$ 333.00 TREE $ 4,662.00
$ 256.00 TREE $ 3,072.00
$ 230.00 TREE $ 8,050.00
$ 11.30 EA $ 12,927.20
$ 10.20 PLT $ 10,567.20
$ 24.60 SHRUB $ 19,729.20
$ 26.60 SHRUB $ t .276.80
$ 3.05 LF $ 1,525.00
$ 0.01 EA $ 0.25
$ 2.25 SY $ 23,841.00
$ 0.12 SF $ 1,800.00
$ 0.18 SF $ 13,538.88
$ 21,000.00 EA $ 21,000.00
$ 2,380.00 EA $ 4,760.00
$ 2,350.00 EA $ 4,700.00
$ 616.00 EA $ 1,848.00
$ 5,420.00 EA $ 5,420.00
$ 873.00 EA $ 2.619.00
$ 6.10 SF $ 86.010.00
$ 3,190.00 EA $ 12,760.00
$ 5,010.00 EA $ 330,660.00
$ 2,090.00 EA $ 8,360.00
$ 2,150.00 EA $ 4,300.00
$ 2,020.00 EA $ 14,140.00
$ 2,060.00 EA $ 78,280.00
$ 5,870.00 EA $ 17.610.00
$ 20,600.00 LS $ 20,600.00
$ 1.75 LF $ 1,513.75
$ 1.05 LF $ 31.50
$ 1.05 LF $ 31.50
$ 4.90 SF $ 7,595.00
$ 769.00 EACH $ 3,845.00
$ 131.00 EACH $ 131.00
$ 131.00 EACH $ 131.00
$ 12.40 SF $ 21,080.00
$ 6.55 SY $ 19,728.60
$ 0.79 SF $ 2,109.30
$ 539.00 TREE $ 7,546.00
$ 309.00 TREE $ 2,781.00
$ 284.00 TREE $ 568.00
$ 295.00 TREE $ 3,540.00
$ 473.00 TREE $ 69,058.00
$ 637.00 TREE $ 8.918.00
$ 520.00 TREE $ 6,240.00
$ 444.00 TREE $ 15,540.00
$ 17.90 EA $ 20,477.60
$ 6.30 PLT $ 6,526.80
$ 31.50 SHRUB $ 25,263.00
$ 47.30 SHRUB $ 2,270.40
$ 2.10 LF $ 1,050.00
$ 105.00 EA $ 2,625.00
$ 2.45 SY $ 25,960.20
$ 0.07 SF $ 1,050.00
$ 0.09 SF $ 6,769.44
61 ,- 2540.CNIC SHELTER EA 1.00 $ 25,000.00 EA ~
62 2540. CNIC TABLE TYPE A EA 2.00 $ 2.000.00 EA 00.00
63 2540.6 ICNIC TABLE TYPE B EA 2.00 $ 1,500.00 EA $ .000.00
64 2540.602 BIKE LOOP EA 3.00 $ 300.00 EA $ 900.00
65 2540.601 TRAIL KIOSK EA 1.00 $ 15,000.00 EA $ 15,000.00
66 2540.601 TRAIL SIGN POST EA 3.00 $ 800.00 EA $ 2,400.00
67 2540.618 CONCRETE PAVERS SF 14100.00 $ 7.50 SF $ 105,750.00
68 2545.511 POST STREET LIGHT-EXTRA EA 4.00 $ 3,500.00 EA $ 14,000.00
69 2545.511 POST STREET LIGHT EA 66.00 $ 5,400.00 EA $ 356,400.00
70 2545.511 INSTALL SHOEBOX STREET LIGHT EA 4.00 $ 2,500.00 EA $ 10,000.00
71 2545.511 ACCENT UPLlGHT-WASH SIGN EA 2.00 $ 500.00 EA $ 1,000.00
72 2545.511 ACCENT UPLlGHT - FLOOD COLUMN EA 7.00 $ 500.00 EA $ 3,500.00
73 2545.511 ACCENT UPLlGHT - FLOOD TREE EA 38.00 $ 500.00 EA $ 19,000.00
74 2545.541 SERVICE CABINET EA 3.00 $ 5,000.00 EA $ 15,000.00
75 2563.601 TRAFFIC CONTROL LS 1.00 $ 20,000.00 LS $ 20,000.00
76 2564.603 4' SOLID LINE WHITE-LATEX LF 865.00 $ 3.87 LF $ 3,347.55
77 2564.603 4' SOLID LINE WHITE-EPOXY LF 30.00 $ 2.00 LF $ 60.00
78 2564.603 4' DOUBLE SOLID LINE YELLOW PAINT LF 30.00 $ 3.50 LF $ 105.00
79 2564.618 ZEBRA CROSSWALK - WHITE EPOXY SF 1550.00 $ 3.87 SF $ 5,998.50
80 2565.602 NMC LOOP DETECTOR 6'X6' EACH 5.00 $ 1,000.00 EACH $ 5,000.00
81 2581.602 PAVEMENT MESSAGE (L T ARROW) EPOXY EACH 1.00 $ 100.00 EACH $ 100.00
82 2581.602 PAVEMENT MESSAGE (RT-THRU ARROW) EPOXY EACH 1.00 $ 120.00 EACH $ 120.00
83 2582.000 THERMOPLASTIC STRIPING SF 1700.00 $ 10.00 SF $ 17,000.00
84 2571.000 MULCH SY 3012.00 $ 0.25 SY $ 753.00
85 2571.000 WEED BARRIER SPECIAL SF 2670.00 $ 1.85 SF $ 4,939.50
86 2571.501 CONIFEROUS TREE 8' HT B&B TREE 14.00 $ 600.00 TREE $ 8,400.00
87 2571.501 CONIFEROUS TREE 6' HT B&B TREE 9.00 $ 400.00 TREE $ 3,600.00
88 2571.501 CONIFEROUS TREE 6' HT B&B TREE 2.00 $ 400.00 TREE $ 800.00
89 2571.501 CONIFEROUS TREE 5' HT B&B TREE 12.00 $ 300.00 TREE $ 3,600.00
90 2571.502 DECIDUOUS TREE 2.5' CAL B&B TREE 146.00 $ 350.00 TREE $ 51,100.00
91 2571.502 DECIDUOUS TREE 2.5' CAL B&B -BUR OAK TREE 14.00 $ 400.00 TREE $ 5,600.00
92 2571.502 DECIDUOUS TREE 1.5 CAL B&B- BUR OAK TREE 12.00 $ 350.00 TREE $ 4,200.00
93 2571.503 ORNAMENTAL TREE 6' HT B&B TREE 35.00 $ 250.00 TREE $ 8,750.00
94 2571.507 PERENNIAL 1 GAL CO NT EA 1144.00 $ 18.00 EA $ 20,592.00
95 2571.507 PERENNIAL 4' CONT PLT 1036.00 $ 10.00 PLT $ 10,360.00
96 2571.505 DECIDUOUS SHRUB NO 2 CO NT SHRUB 802.00 $ 40.00 SHRUB $ 32,080.00
97 2571.505 DECIDUOUS SHRUB NO 5 CO NT SHRUB 48.00 $ 50.00 SHRUB $ 2,400.00
98 2573.502 SILT FENCE, TYPE PREASSEMBLED LF 500.00 $ 3.50 LF $ 1,750.00
99 2573.530 INLET PROTECTION EA 25.00 $ 200.00 EA $ 5,000.00
100 2575.505 SODDING TYPE SALT RESISTANT SY 10596.00 $ 3.50 SY $ 37,086.00
101 2575.000 TURF ESTABLISHMENT - SEED SF 15000.00 $ 0.25 SF $ 3,750.00
102 2575.000 PRAIRIE ESTABLISHMENT - SEED SF 75216.00 $ 0.40 SF $ 30,086.40
2,031,504.28
2,045,004.28
pg 2 of 2
BID TAB Addendum#2
,999,893.95
,999,893.95
1,656,183.07
1,651,355.07
1$ 1,761,984.451
BID LINE 3A
BID TOTAL
CITY OF HOPKINS
EXCELSIOR BLVD STREETSCAPE PH3
03
CITY OF HOPKINS
HENNEPIN COUNTY MINNESOTA
RESOLUTION NO. 2006-020
RESOLUTION FOR AWARD OF CONTRACT
EXCELSIOR BOULEVARD STREETSCAPE IMPROVEMENTS, PHASE III
CITY PROJECT 04-07
Whereas, the City solicited bids for the construction of various streetscape
improvements along the Excelsior Boulevard between Shady Oak Road and
Highway 169, and;
Whereas, three (3) bids were received with Pember Companies, Inc. being the
lowest cost, responsive bid,
NOW, THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF HOPKINS,
MINNESOTA, that Pember Companies, Inc. with a low bid of $1 ,651 ,355.07 is the
lowest responsible bid and the Mayor and City Manager are hereby authorized
and directed to enter into a contract with said bidder for and on behalf of the City.
Adopted by the City Council of Hopkins, Minnesota, this 21st day of March 2006.
By
Eugene J. Maxwell, Mayor
ATTEST:
Terry Obermaier, City Clerk