CR 11-030 2011 Street and Utility Improvements•
City of Hopkins
April 19, 2011
Council Report 2011-030
ACCEPT BIDS, DECLARE COST TO BE ASSESSED AND
ORDER ASSESSMENT HEARING
2011 STREET AND UTILITY IMPROVEMENTS
CITY PROJECT No. 2010-10
Proposed Action
Staff recommends approval of the following motion: adopt Resolution 2011-18, accepting bid.-
Resolution
id:Resolution 2011-19 Declaring Cost to be Assessed and Ordering Preparation of Proposed
Assessment; and Resolution 2011-20 Resolution for Hearing on Proposed Assessments, 2011
Street and Utility improvements, City Project 2010-10.
This action continues an assessable project for street upgrading.
Overview
• The bid opening for the 2011 Street and Utility Improvements was held on April 12, 2011. The
low bid was $1,834,714.35 submitted by Midwest Asphalt Corporation. In all, 5 bids were
opened indicating a competitive construction market. Assessment calculations will be prepared
based on the low bid and include a 5% contingency and 25% indirect cost. Staff recommends
accepting the bids and ordering an assessment hearing for the project on May 17, 2011 followed
by award of bid.
Primary Issues To Consider Supporting Information
•
• Results of bid opening
• Project costs and assessment interest
rate
• Schedule
• Recommendation
hn R Bradford, P.E.
City Engineer
• Abstract of Bids
• Consultants Recommendation
• Resolutions: 2011-018, 2011-19,
2011-020
Financial Impact: $ 1,834,714.35 Budgeted Y/N Y Source:S.A. PIR, CI, Utility ds
Related Documents (CIP, ERP, etc.): CII' Feasibility Study
Notes:
\\Lisa\engineering\Council Reports\2011\CR2011-030 Accept Bids Order Hearing 2011 Street Recon.doc
C�
•
• Results of Bid Opening
Midwest Asphalt Corporation
Kuechle Underground
Northwest Asphalt
Bituminous Roadways, Inc.
GMH Asphalt Corporation
$1,834,714.35
$2,071,603.00
$2,094,123.61
$2,165,949.50
$2,230,277.00
All bids were submitted with required bid security made by qualified contractors. Midwest
Asphalt Corporation is a reputable and responsible contractor and has completed similar
projects in Hopkins.
• Project costs and assessment interest rate
Based on the low bid, 25% overhead costs (engineering, admin, legal), and a 5%
construction contingency the total estimated project cost is $2,408,000. The assessable
amount is calculated based on 70% of the assessable roadway costs of $1,834,638.15. The
total amount to be assessed on this project is $969,379.10.
Staff recommends applying an annual interest rate of 5% to this assessment. This interest
rate is based on recent bonding rates received by the City and is scheduled to be reviewed
every 3 years. Staff also recommends adopting a 15 year term for the assessment as
discussed at previous Council Meetings. The following table shows the anticipated
assessment rates:
RESIDENTIAL
Segment
Feas. Assessment
Rate (uncapped)
Final Assessment
Rate (uncapped)
Final Proposed
Assessment Rate
14th, 15t , & 16'h
Avenues North*
$6,102.20 per Unit
$5,640.80 per Unit
$4971.80 per Unit
3'd Street North
$2,987.40 per Unit
$2,371.20 per Unit
$2,371.20 per Unit
4 th Street North
$1,344.75 per Unit
$958.10 per Unit
$958.10 per Unit
South Service Dr.
$516.50 per Unit
$482.00 per Unit
$482.00 per Unit
COMMERCIAL
14th, 15 t , & 16`
Avenues North
$91.12 per ff
$83.43 per ff
$83.43 per ff
3 rd Street North
$49.79 per ff
$39.52 per ff
$39.52 per ff
4 th Street North
$24.45 per ff
$17.42 per ff
$17.42 per ff
South Service Dr.
$10.33 per ff
$9.64 per ff
$9.64 per ff
North Service Dr.
$0.17 per SF
$0.15 per SF
$0.15 per SF
* Includes 1612 3`° Street North and 1412 3r" Street North
\\Lisa\engineering\Council Reports\2011\CR2011-030 Accept Bids Order Hearing 2011 Street Recon.doc
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LJ
•
•
• Schedule
Accept Bids and Order Assessment Hearing
Assessment Hearing/Award Contract
Begin Construction
Construction Complete
April 19, 2011
May 17, 2011
June 2011
October 2011
\\Lisa\engineering\Council Reports\2011\CR2011-030 Accept Bids Order Hearing 2011 Street Recon.doc
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BID ABSTRACT
2077 SiAEET a UITLITY WROVEMEKM
CITY OF HOPKINS, MN
CTI PROJECT NO. 10.10
MM PROJECT NO.T1&102570
Sicker agaves b pedmm A d Me sotK described In as, CONTRACT
DOCUMENTS ler the folmssig unit pica.
Side shat include sale les and al applicable lazes and hes.
BIDDER mug M M un0 Prices, in rummale. make
eaerRion for eadt item, and row.
CU YD (EV) - Cubic Yards, Ezcwa%d VoWne
CU YD (CVT -Cubic Yards, Canp ted Vdune (Messurec In Phm)
(P)- PMmed Cuantlly Basis d Mwwuarnenl 1 2 3 4 5
ENGNEERS ESTIMATE MIDWEST ASPHALT KUECIA.E UNDERGROUND NORTHWEST ASPHALT BRN
UMOUS ROADWAYS OUR, ASPWILT CORP.
APPROX. UNIT UNIT UNIT UNIT UNIT UNIT
111E ITEM GUANT. UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMCkW
1 MOBILIZATION
1.00, UMP SUM 975.000.00 375.000.00 $65.000.00 S65.080.01) W.000.00
349.000.00 3143.795.00 3143.796.00 $.000.00 $0.1000-00 $110.000.00 5110.000.00
2 CLEAR AND GRUB TREE
(1) 15 EACH
$500.00 37.500.00 8055.00 53.825.00 3380.00
$5.750.00 9250.00 SIM.00 $450.80 $6,750.00 $315-00 94.725.00
3 REMOVE BIMMNWS CURB
2710 LN FT
5250 $6.775.00 VIAS $121950 51.00
$2.710.00 $1.00 $2.710.00 31.55 3420050 $am 91.355.00
4 REMOVE CONCRETE BLOCK CURBING
755 LN FT
5250 31.68730 $250 $1.88750 MAO
$1.510.00 5250 51.0730 $4.50 $3.39750 $3.60 92.64230
5 REMOVE 8618 CONCRETE CURB AND GUTTER
(1) 5510 LN Ff
$SX 319.620.00 8030 $18.312.00 80.10
$13.734-00 $250 $18.35OA0 IMN $29,430,00 33.50 M2b9OA0
6 MILL BITUMINOUS PAVEMENT (FULL -DEPTH)
29250 SO YO
$225 65929.M $2.00 380.512.00 51.25
448.570.00 $2.50 $73.14OA0 $1.90 538132.80 $1.75 $51.196.00
7 MILL WWNOLUS PAVEMENT (V DEPTH)
880 SG YD
$5.00 W"m $GAO $8.800.00 34.80
$2.760.00 $5.00 $3.450.00 $5.80 $314" 2.10 NA98.00
e REMOVE BITUMINOUS PAVEMENT GRIVEWAY&?RAIL)
980 SG YO
8030 13.437.00 $3.00 $2948.00 92.10
$2.06220 8030 $M37A0 $am $4AI9A0 $3.65 13.604.30
9 REMOVE CONCRETE PAVEMENT(WALKIDRIVEWAYIVALEY GUTTER)
2323 SO YD
$4.80 $929200 5&00 $13.938.00 $2.20
$5.110.60 54.80 $9.292.00 $250 35.60750 $11.40 $28.480.20
10 SAW -CUT BMMNOA PAVEMENT
70 LN FT
MAO 80285.00 80.00 422MAO $1.90
$1.43430 53.00 $22115,0 3250 31.0750 $3.00 &2.265.00
11 SAV44W CONCRETE PAVEMENT
1178 LN FT
$430 35.801110 $SAO $5.890.00 80.00
$2.351 $4.80 S4.712A0 $4.80 94.]12-00 5430 55.301,0
12 BITUMINOUS WEAR COURSE (STREETS) (SPVVEB340C)
80 TON
$85.0 97.60-00 $100.00 $9.050.00 $mw
$7,020-00 SlOE75 2924730 $70.80 $71020.00 0120 $7.308,M
13 BITUMINOUS WEAR COURSE (STREETS) (SPWEA240C)
2850 TON
&59.0 $156=00 $85410 $172,250.00 $70.00
$10300.00 $69.75 $184.0730 $57.00 5164.300.00 SM45 $10.957.50
14 BITUMINOUS NON WEAR COURSE( STREETS)(SPNWB290S)
MI) TON
$56.00 $197.120.00 $54.00 3190.00.00 355,00
$204.10,00 36736 $202576.00 moo 310.560,00 $5850 510.880.00
15 BITUMINOUS MATERIAL FOR TACK COAT
1780 GAL
$3.00 $520-00 MAO $5.2110,00 80.50
$4.400A0 M.00 620-00 $3.00 $6280.00 $2X $4.928.00
18 3'13TTUMNOUS DRIVEWAY B TRAIL PAVEMENT(SPWEA240C)
716 SO YO
$25.00 $17.900.00 $29-00 SIGASIL00 $21.00
$15.00.00 139.15 $28.01,40 51830 $11314.00 $17.80 $12.744.80
17 TEMPORARY BITUMINOUS CURB EDGE TILWSITIDN
(6) 1040 LN FT
SIM $1.040.00 $5.00 6.200.00 $3.75
$3.800.00 $5.00 6.200.00 $4.50 $438&00 190 56.218.M
18 AGGREGATE BASE CLASS 5
1930 TON
$13.00 $252.187-00 $750 $145.49250 $1620
$294.88190 $12.75 $24739725 $1730 1339,482.50 $14.50 $281.26.0
19 AGGREGATE BASE GASS 2(ORNEWAY B TRAIL SURFACING)
138 TON
$17.00 112.380.00 $30.00 $4.140.00 80&00
$SAWN $21.15 $2.918.70 $24.00 13212.00 $50.0 6.982.0
20 SELECT GRANULAR BORROW
(CV)(1) 2470 CUYU
$15.00 07.050.00 $lam $44.50.00 $15.00
447,00.00 $15.90 448273.00 $17.00 $4190-00 $14.0 sn,w.00
21 SUBGRADE EXCAVATION
(MI) 2470 CUYD
$11.00 $27.170.00 $12.00 809.640.00 $7.10
$17.537.00 511.00 $27.170,00 $17AD $41.990.80 $1695 341.16.0
22 COMMON EXCAVATION
IEYI 1028 CU YD
$13.00 $142.07740 $11.76 5129.415.75 $7.10
$77.53690 $1 i.M $/20219.00 S17.00 8185.793,00 $16.6 $181.07.6
23 EXPLORATORY EXCAVATION
11) 32 HOUR
3150.00 514.400-00 $110.00 13320.00 360.00
$17.60OA0 650.00 $1120-00 $350.00 $11250.00 $12500 $4.000.00
24 MODULAR BLOCK REMNNG WALL
(1) 70 SG FT
340m $2900,00 $41.00 WORLD() 530.0
$2.100A0 530.0 12.10DA0 $26.00 SlAmo0 $20.00 $1.400.00
25 CCONCRETE WAIL(
ism SG FT
$410 $82884,00 9350 64.08,00 39.84
$0.88894 3520 61.3101P1 $8.66 354805.10 SiLm $89.6T7.M
M 8618 CONCRETE CURB B GUTTER
8980 INR
$1500 $134.00.00 $9.30 69.WM 414.00
$89.SWM $BAB $79.0120 $10.70 294.198-00 $1230 $112375.00
27 9518 CONCRETE CURB a GUTTER- SPOT REPLACEMENT
(1) 1381 LM FT
$24.00 599.144-00 3/8-00 $24.60.00 $14410
$1999440 $14.00 $19.354.00 $16.00 $V-ose80 32200 130.30.80
20 018 CONCRETE CURB 3 GUTTER- WATER SERVICE REPLACEMENT
(1) 1429 LN FT
$24.00 $3420-00 $1&00 $25960.00 fta.DD
$2900.00 $14.45 80039125 $18-00 3229M.00 803.50 $99.48730
29 W RESIDENTIAL CONCRETE DRIVEWAY PAVEMENT
96 SD YD
Ssom $48250A0 moo $41.86.00 $4740
SOA75.00 $43.03 44890275 $4570 $422250 66.50 622030
80 r CONCRETE CROSS GUTTER
36 SD YD
6&00 S5.100.00 550-00 $4.250m 3611,00
$4.780-00 $"80 13.eo8A0 6&0 $430.80 30-00 6.100.00
31 r COMMERCIAL CONCRETE DRIVEWAY PAVEMENT
20 90 YD
$0.80 31336.00 $52,0 $1o98&oo 360.80
$112" 66.4` 81136.05 60.80 $1128&0 s0.90 $12.540.00
amn.
drvaC•r+ala297o OBNon---111,Mlssha atl
AFRSto
•
BID ABSTRACT
1011 STREET S URlTY WRGVEMENTS
CIT'OFHOPIWS, MN
CITY PROJECT NO. 10.10
SN PROJECT NO.T16,102570
BMtlar sprees W pwi- a1 W 040 lwak macri5ee In eb CONTRACT
DOCUMENTS for oN blbwii9 u picas.
aft shag imk ft sobs tae am am w1 aw. lazes Wd fees
BIDDER min N In un6 piosa in num ralc make
n¢aaion br each Ibm, and total.
CU YD (EV) -Cohn YaMs, Eaoar d VOPome
CU YD (CV) -Cubic Yer09, Corlpacb6 Vonme (l.4 and ki PlroI
(P). Pbmmd OaanaN Bans of 14aa4 nnnnl
LINE REN
32 10' CONCRETE STREET PAVEMENT
33 ADJUST CASTING
34 NEENAH R-1733 SANITARY SEWER MH CASTING ASSEMBLY
35 NEENAH R-1733 STORM SEWER MH CASTING ASSEMBLY
36 NEENAH R4N7V STORM SEWER CB CASTING ASSEMBLY
37 NEENAH R-2540 STORM SEWER CB CASTING ASSEMBLY
N NEENAH R-3482-8 STORM SEWER CB CASTING ASSEMBLY
39 TRAFFIC CONTROL
40 P BROKEN LINE YELLOW-EPDXY
41 CSOLID LUNE YELLOW-EPDXY
42 4' DOUBLE SOLID LINE YELLOW-EPDXY
43 1r SOLID LINE YELLOW - EPDXY
K CROSSWALK BLOCK WHITE-EPDXY
45 TRUNCATED DOMES (PEDESTRIAN RAMPS)
M ORANGE CONSTRUCTION PENCE VU POSTS
47 SILT FENCE
40 INLET PROTECTION
49 PREMIUM TOPSOIL BORROW
50 LAWM TYPE SOD
51 SALT RESISTANT SOD
52 sEED MIXTURE 240
53 SEEDMIXTURE2MI
54 CATEGORY 1 EROSION CONTROL BLANKET
55 CATEGORY 6 EROSION CONTROL BLA80ET
50 PRIVATE LANDSCAPING ALLOWANCE (SPRINKLERS, TREES, MISC.)
57 DECIDUOUS TREE- r B&B (SUGAR MAPLE)
58 DECWUOUS TREE -r BML(WHITE OHIO
59 DECRXX=TREE - 2' B68(PARKWAY NORWAY MAPLE(
W DECIDUOUS TREE -r B&B (RED OA19
61 DECIDUOUS TREE- r 80IGREENSPME UNW4
$2 DECIDUOUS TREE -2'B6B ICATHEDRALELM - DISEASE RESISTANT)
arra HOPlaNs•nalmsro
APIs& $DRO OBMM abw4[ kpielt, A RMYawIwa40
2 3
4 5
ENGINEER'S ESTIMATE MIDWEST ASPHALT KUECHLE
UNDERGROUND NORTHWEST ASPHALT BITUMINOUS ROADWAYS GM H ASPHALTCORP.
APPROL
US
UNIT T
UNI
NIT
LIMIT
UNIT
WANT.
UNIT
PNCE AMOUNT PNCE
AMOUNT PRICE
AMOUNT PNCE AMOUNT PRICE
AMOUNT ONCE AMOUNT
(4)(5)
45
CU YD
5350,00 314400.00 $255.00
$102a0.00 528.00
$8.80040 $297.00 llmlao.o0 $316.00
s12600m IN35m E17,4W.W
17
EACH
s200m $3.400.00 $95040
$11,050.00 $moo
118.500:00 $moo 55.95040 $500.00
$3500,00 sham $1.970.W
8
EACH
5550.00 515.96040 695040
$2755040 $450.00
$13,05040 $835.00 $2421540 sa00.00
$0200m s930m 524,070.0
15
EACH
$550.W 58250.00 $800.00
612,00040 $430.00
$3.45040 smw $997540 $850.00
s1ky" 5880,00 s9,900A0
20
EACH
$350.00 $115o0.W 11500.00
$10,000.00 $420.00
1111.40040 $500.00 S10,00D40 $850.00
$13.000.00 M00.W 516.000.0
4
EACH
$550.00 $2200,00 s550.00
$2200.00 s4W.00
..980.00 $75.00 $2900,00 $800.00
$3200.00 $740.00 22.980.00
2
EACH
$550.00 $1.100.00 :650.00
f19Wm $Boom
$1.20040 $675.00 $1,35040 $750.01)
$1.500.00 s$50.00 $1.700.00
lm
LUMP SUM
320.000.00 $20A50m 5680040
B4AW.00 $10,000.00
$10.00040 V,4001W $7,40040 :101000.00
$10,000.00 $18,000.00 $18.000.00
480
LN FT
$1.50 $720m so.10
$".00 20.10
54840 $1.90 $91240 $201)
$9w.W $2.10 $1,008.00
140
LN Fr
$1.50 $210.00 $0.0
558.00 $9Ao
$56.0 stm $8840 $200
$250.00 $720 $1,008m
142
LN FT
$2.8 $31940 som
$113,80 SILI0
5119m $9,80 $529my"
36SILM 5750 51565.00
50
LN FT
$950 $Isom 5550
a250,W $6W
$8040 $9.8 $48750 $10.25
$21250 s23.W $I.IN.W
49
EACH
$90.00 $4,41040 $5040
$3.9840 $75.00
$3,675m $9650 64.72&50 $100.00
$4,900,00 $99.35 $4,574.15
CM
$0 FT
$5040 321200.00 $3040
$12,720.00 s35,W
!14,84040 $29.00 812298.40 $35.00
$14,61050 $4740 $19,928.W
$3o
LN FT
$150 $1245.00 $225
81.88750 s6W
1112,/8040 $150 $120.550 $192
$1,09540 $120 $998.00
2812
LN FT
$340 $8,43650 $3.00
$8.43600 Sim
$4,49820 $1.70 B4,780AO $140
54,49920 $1.40 83,936.60
59
EACH
$300.00 $17.700.00 $140.00
$8280.W $300.00
$17,70040 $15600 s8,850.01) s225m
$1327640 $127,00 li?, 3.W
ICY)
1800
CU YO
$17.W 53080050 $1340 $23,400m $22.00
$360040 $2600 $50,40040 $40m
sn,"40 $26W $46,M.W
8770
SO YD
64.00 $2758040 39.80 $8.728.00 $256
$17,33120 6290 $15571.00 $250
$1692580 $325 $22,W2.50
400
SO YD
$425 $1,91250 s0.W f18Wm $4.74
$2,13340 $2.50 $1,125m 2250
111.125.00 87.40 $3,3WW
W
LE
slow $800m $3.00
sm.00 $3.00
$240.00 $250 s2W.00 $275
$moo 6390 $284-W
do
LB
slow $1,10040 6250
$28100 $9.00
$30040 M05 $2850 S25o
$2moo $3.10 5341.W
2718
SO YD
$140 2271600 5250
$0.795.0 $1.06
11285940 111,00 $2,716.40 $1.00
$2-71600 $190 $31539.0
962
SO YD
$1.50 SIA4340 $%go
2286600 $136
$12$3,70 $1.40 $194480 51,50
21,14$00 $925 $0,89850
(3)
140
LUMP SUM
$26000.00 $25m6W f25,0Wo0
28.000.00 s8,000.00
s8,000m $8.00600 $8.00080 $258D0.00
28,000.00 $8,000.00 $8.000.00
(1)
3
EACH
"KOO "MOD 22moo
$81040 $2D600
$80040 241080 $1290.00 $250.00
$750.0 $2W.00 $S4o.W
(1)
3
EACH
mall "Imm $moo
$810.00 $200,00
"MAO 242"0 fumoo 835040
$1m0m $moo $540.00
(1)
3
EACH
$300,00 $90050 $24600
$7850 $100.00
$9Wm $450.00 $1,11ma 1117540
$82550 s80m a750.W
(1)
9
EACH
$300.00 $90050 $moo 881040 $200.00
11180040 642580 5127600 sasom
sim0.00 smog $840.00
(1)
3
EACH
s6W40 So" $250.00
s750m $200.00
!800.00 6950.00 $1.050.00 s3Wm
"MAO $20.00 $7W.W
(1)
5
EACH
$30040 $150040 s270.W Nmam $190m
"Nux, $ moo $2,00a.00 $501m
1118Wm $mm $1975.W
arra HOPlaNs•nalmsro
APIs& $DRO OBMM abw4[ kpielt, A RMYawIwa40
0 0 9
BID ABSTRACT
2011 STREET f UTLLMfY IMPROVEMENTS
CITY OF HOPKI NS, ARl
CITY PROJECT NO. 10.10
ON PROJECT NO. T16.102570
Bkdm agree: Inpedonn all of the work desclWd in 4b CONTRACT
.
DOCUMENTS forme lolioWN unit pries.
Bks aka/ induds sales w and all applicable tens and f9
BIDDER moM M m unit prices in mmmMa. make
ekeneun Tar each brn, and k mL
CU YD (EV) -Cubic Yards, Eneasamd Vobne
CU YD (CV) -Cubic Yards, Compacted Volume (Meesued In Race)
(p) - Plvrrrsd OuanNY Basis d Meawremant
1 2 3 4
ENG ESTIMATE MIDWEST ASPHALT KHLE UNDERGROUND UECNORTHWEST ASPHALT ONMINOUS ROADWAYS GMH ASPHALT CORP.
EN5
APPROX
UNIT INT
UNIT UNIT
UNIT UNIT
LEE REM
QUANT.
UNIT
PRICE AMOUNT PRICE
AMOUNT PRICE AMOUNT PRICE
AMOUNT PNCE AMOUNT PRICE
AMOUNT
13 SALVAGE A RENSTAL TRAFFIC SIGNS
1.00
LUMP SUM
51.50.00 $1500.00 $4.40,00
$4.4090 $4.6N.N 94900.00 13.000.0
55.00,00 $3.500.00 1350.0 $7,50.0
$2.50.00
64 RELOCATE PARK LIGHTING ELECTRICAL CONTROL PANEL
1.0
LUMP SUM
$1.50.0 $150.0 5250.00
$2500.0 53500.0 33.500.00 32.400.0
52.40.0 53.500.0 3350.0 33.50.0
33.60.0
65 REMOVE SANITARY MANHOLE
9
EACH
5500.0 $4500.0 1390.0
53210.0 580.0 55.40.00 $880.0
86.12090 $500.0 $4.500.0 $375.0
$3.375.00
66 REMOVE SANITARY SEWER MAIN
280
LF
$5.0 $1.40.0 5390
$840.0 514.0 53.920.00 $5.0
$1.40.0 $2.00 9580.0 $2.70 $758.0
67 8'X8' PVC WYE
(2)
12
EACH
$150.0 $1,80.0 MOM
$1.020.0 9220.00 S2M40.00 $263.0
$3.15690 $175.0 52.100.0 188.0
$1,032N
W 10'XB'PVCWYE
(2)
1
EACH
120.0 9200.0 $150.00
510.0 1350.0 $M,)0 $400.0
s4O.00 5275.00 227590 5150.00
S1S0.O
86 T PVC RPE SEWER SERVICE (SANITARY)
(2)
435
LF
$30.0 $13.050.0 523.0
$10.005.0 541.0 $17.935.0 530.96
$13.467.60 522.00 $9.670.0 S23.90 510.353.0
70 9' PVC RPE SEWER (SANITARY)
(2)
296
LF
$40.00 $11,800.00 f22.O
56.40.0 344.0 $12.90.00 $29.65 13.746.75 $30.O 13.850011 522.50
$6.637.50
71 IT PVC PRE SEWER (SANITARY)
(2)
10
LF
540.0 $400.0 $105.0
51.05090 5230.0 52.30.0 535.94
1359A0 $50.O 900.00 $107.0 $1.070.0
72 W DI PRE SEWER (SANITARY)
20
LF
550.0 51900,00 $41.0
$52090 $12&0 $2.520.0 598.67
$773.40 $50.0 31.00.00 $43.0 $960.00
M 46' SANITARY SEWER MANHOLE
8
EACH
59.00.00 324.000.00 $2.00.0
31920.0 54.60.0 536.90090 $1.747.0
$53.9'.6.40 $2.50090 920.00,00 $2.525.0
52020.00
74 90' SANITARY SEWER MANHOLE
1
EACH
$4.00,00 54AN.00 SLOEX0
$4.00090 $6.10.0 $6,1090 5203.00
$2.66390 $4,0090 54.000.0 34250.0
$420.3
75 CONNECT TO EXISTING SANITARY SEWER PPE
20
EACH
58090 516.00.0 511090
5220.0 $70.0 515.00090 $680.0
$13.60090 $80,00 $16.00090 $11090
52200.00
76 CONNECT TO EXISTING SANITARY SEWER SERVICE PIPE
14
EACH
5150.00 32.10.0 213090
$1.820.00 $740.0 310280.0 limon
59.52098 $10.0 32.10.00 $13590
$1.890.0
77 W PVC SERVICE CLEANOUT
3
EACH
$450.O $195090 #10.0
SM.00 $300.00 390.00 $200.0
s8O.0 5/50.0 $450.00 321590
$645.03
78 RECONSTRUCT SANITARY MANHOLE INVERT
2
EACH
$1,0090 $2.00.00 568590
$1.390.0 5470.0 $94090 $70.0
$1.400.0 $23090 f5O.O $70.00
$1.40.00
79 REMOVE HYDRANT&VALVE
13
EACH
$5090 3650090 $280.00
$3.30.00 $370.0 $4.810,00 $250.0
13250,0 $300.00 $3.900.0 $2.70,0
$3,510.00
80 REMOVE MAINLINE VALVE
9
EACH
550.0 $450.0 861310
5459,0 $7/0.00 32.43090 $10.0
$9UO3O $300.00 $2,70.0 55590
$ 9 w
81 REMOVE 3 -SERVICE VALVE
1.0
LLAT SUM
$390.0 $3.00.0 $1.00090
$1.00.0 $370.0 $370.00 $MO
$88090 $325.0 $32590 91,10.0
51,10.0
82 REMOVE WATERMAN
257
LF
$8.0 5205&0 $1.0
$257.0 $14.0 $3.0890 15.0
$1.240.00 $6.0 5154200 $150
$385.50
13 REMOVE E)w NG CORPORATION STOP
11)
5
EACH
$4090 $2.0090 $2090
$1.300.0 $5090 $2.750,00 $10.0
$50.0 $00.0 $1,0090 527090
$1.350.00
$4 ADJU53' VALVE BDA(
4
EACH
$200.00 SO0.O $186.00
$740.00 $300.00 $120.00 S27$N
$1.10.0 $250.0 $I.000m 3210.00
s940.O
95 CONNECT TO EXISTND WATEALNW
0
EACH
$1.000.00 $20.000.0 $310.00
$7.130m .$730.00 f16.7O.0 SBO.O $15.09090 $120.00 927.800.00 $325.00
$7.475.0)
86 HYDRANT
14
EACH
$2500.0 $86,000.0 5350.0
$49.00.0 $3.80.0 $63.290.O 5&820.0
$0.901D0 53.40,00 947.600.0 $3.750.0
552.500.00
87 6' DI PIPE WATERMA 4
598
LN R
$40.00 $23.92098 92290
513.15890 339.0 $23.322.0D 52959
$17.096.82 1320 519.139.0 $29.00
513.754.0
86 6' GATE VALVE & BOX
24
EACH
21.0090 324900.0 $19"
$3720911 $1.70.0 $40.600.0 91,114.00 326.73890 $1,250.00 130.000.0 91,450.00
$34.00.0
86 it BUTTERFLY VALVE& BOX
1
EACH
$6.00090 86.000.00 3690090
$6,00090 $4200.0 $4200.00 $3AU00 53.43990 $4.00.0 84.000.00 $5.10.00
13.10.0
O TEMPORARY WATER SERVICE
2
EACH
$1,0090 SU)" MO90
980.00 $1,00.0 22.0090 3200.0
54,000.0 $1.800.0 $SAN 0 $4090
$OLN
91 1- CORPORTATON STOP& BOX
2
EACH
3225.0 5460.00 $206.0
$410.0 $980.0 $720.00 $220.00
114,10.0 $17590 $95090 $21590
3130.00
92 1'TYPEKCOPPER
(1)
3550.
LIN FT
$2$00 3111,65090 $1950
139=01) $4190 $145550.00 $31.00
$11033490 328.00 $92.3090 $2150
$78226.0
93 1'CURSSTOP&BOX
111
EACH
3225.0 92497590 010090
866.500.O $10,00 $17.740.00 $287,0
531957.0 1225.00 $2497590 3350.0
138950.0
alYawno49-r1a+Na74
APRL0.f0+0 CBNIm &M.4r.ka ]$11,NAIdb RsrwM
TOTALAMOUNT9ID 52.09794550 31.334.714.35 32.071.603.08 E2094.!8.a1 $2�.N%10 $2.230.271.50
(1) ESTIMATED OIIANTRY ONLY. EXACT QUANTITIES AND LOCATIONS
TO BE DETERMINED N THE FIELD AS DIRECTED BY THE ENGINEER.
NO ADASTMEINT N UNIT PRICE SHALL BE MADE FOR ANY ADJUSTMENT
N THE ACTUAL QUANTITY.
12)INEN
CLUDES BED ANDIOR ENCASEMENT MATERIAL AS REWIRED.
13) BIDDER SNAIL INCLUDE PREUETERMNED LANDSCAPE ALLOWANCE N
THE TOTAL PRICE 80 FOR THE PROJECT. SEE SECTION 02M N THE
PROE=MANUAL
(4) ESTIMATED PAVEMENT THICKNESS. ACTUAL MICINESS TO MATCH
THE EXISTING PAVEMENT THEE ESS. NO ADJUSTMENT IN UNIT PRICE
SHALL BE MME AFTER VERIFICATION OF ACTUAL PAVEMENT
THICKNESS N ME FIELD. SEE PROJECT MANUAL FOR METHOD OF .
(a) INCLUDES DOWEL BARS ATION ND AND RIMA NG AS EE DETAIL I
181 INCLUDES XETALLATON AND RBAOVAL SEE DETAIL N PVNS.
anaF lMmws•m1awl
NRL0.>mre OBd1m AMYIM 9e 2m1. N IaPrRww..a
BID ABSTRACT
2071 STREET& UTILITY 91PROVE EN M
CRYOF HOPK NS, MN
OTT PROJECT NO. 10-10 .
MR PROJECT NO.716.102570
BMOx apeas A Pedmm 11 afire xak deemned In Ste CONTRACT
DOCUMENTS far Bre froe+tA9 uN phos.
BMs shr indu0a Batu res and r a{pTcWk to- and lees.
BIDDER msl BI in unit Pdoes F nummalc, make
i Nneion ror each Sem. and Oolr
CU YO (EV) -Cade Y -S, ExciumW VaW ne
CU YD (CW -Cubic Ymu. CmipwW Volume (Meawred In PNo)
(P) - Primed Ou *Buis 0 M-munarA
1 2 34 5
ENDNEERS ESTIMATE MIDWEST ASPHALT KUECHLE UNDERGROUND NORTHWEST ASPHALT BRUMINOUSROADWAYS GRAIN ASPHALT CORP.
APPROX.
UNIT
UNIT UNIT UNIT IMT
UNIT
LINE REM
WANT.
UNIT
PNCE
AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE
AMOUNT PRICE AMOUNT
94 CONNECT TO DOSTNG WATER SERVICE
109
EACH
8125.0
813.6260.0 SM99 832.700.0 5130.00 814.6060.0 6350.00 $38.15000 512.5.0
5/3.680.0 $315.0 234.335.00
95 DUCTILE NON FIRINGS
1648
LBS
85.0
882400.0 $8.0 89.688.0 20.87 28.025.76 SL53 89.1130.4 26.0
89.885.0 26.0 89.8880
96 C POLYSTYRENE INSULATION
308
SO FT
26.0
915400 22.0 56180 $280 26.9320 83.97 81.222.76 24.0
81232.0 8215 266220
97 REMOVE SEWER PIPE (STORM)
950
LN FT.
85.0
$4.750.0 moo $4.750.0 $13.0 812.300.0 $5.0 24.70.0 211.0
85.70J)0 $6.0 95.70.0
98 REMOVE DRAINAGE STRUCTURE
15
EACH
SNOAO
24.SMOO 2290.0 83.40.0 820.0 $3.750.0 8350.0 85.250.0 3s90.N
37.500 $2450.0 83.675.0
N RECONSTRUCT CATCH BASIN
4
EACH
250.00
82.00.0 8510.0 82.010.0 848.0 51.880,00 8500.0 22.00.0 $500.0 82.000 8530.0 52.120.0
IW e' PVC PPE SEWER (STORM)
(2) 15
LIN FT
830.00
8150.00 295.00 81.425.0 s"Loo $495.0 539.72 350690 942.0 23300.0 397.N 21.465.0
101 12 DI PIPE SEWER (STORM)
131
LN FT
835.00
245e5A0 858.0 87.3380 254.00 87.074.00 $47.82 282640.2 $50.00 26S50A0 88.0 27.3380
102 1T PVC PIPE SEWER (STORM)
a6
LN FT
83000
$1,11" 892.00 82.00.0 841.0 82.05.0 2887 22.143.05 $30.00 61.950,00 830.0 21.950.N
IM IT RC PIPE SEWER CL V DESIGN SON (STORM)
68
LN F7
830.00
$16.Nom 8990.0 817.855.00 299.00 820.865.0 229.35 815.0155 $30.0 816.050.00 831.08 218.58&08
104 15' PC PIPE SEWER CL V DESIGN 9008 (STORM)
894
LN FT
2320.0
$22208.0 829.08 SISAS .N 541.0 820,4 kw 2m.N !1998720 $3200
222208.00 221.50 214.921.0
10 16' RC PIPE SEWER CL V DESIGN SON (STORM)
170
LN FT
8340.0
$5.7500.0 529.0 34930.N 843.0 717.3100.0 831.12 85290.40 3340.0
85.700.0 827.50 54.67&08
1N 21' RC PPE SEWER CL M DESIGN 3008 (STORM)
22
W FT
238.0
88380 $41.0 MINX 8660.0 $1210.0 838.6 8799.92 $38.00
"OSS 840.0 3880.0
IN CONNECT TO EXISTING STORM PPE
13
EACH
2600.00
87.00.0 $275.00 335moo $6100 $7.930.08 8689.08 88941,00 3500.0
$850A0 82500.0 83.640.0
1N CONNECT TO EXISTING STORM STRUCTURE
5
EACH
31.N0A0
88000.0 9275M $1.850.0 81.2000 $7.2000.0 2880.00 84.080.00 340.0
82AN Ia 82mA0 81.6800.0
10 CONSTRUCT DRAINAGE STRUCTURE DESIGN O
4
EACH
21.000.0
24.000.00 270.00 $2.800.0 21.900.0 26.000.00 $11MEN 23Am.0D 22.10.0
85,108.00 2710.0 32.6u.N
110 CONSTRUCT DRAINAGE STRUCTURE DESIGN R-1 (2X1)
17
EACH
31.m0A0
80.40.00 $630.0 810.710.0 $1.200 3m.400.00 $750.0 $12.750.0 82.000.0
234A0.0 $80.0 211.050.0
111 CONSTRUCT DRAINAGE STRUCTURE DESIGN 402047
11
EACH
8080.0
3220ODO $1.1500 812950.0 32ION 329.INA0 21.101.0 $12.111.00 822NAD
8241000.0 81.275.0 214.025.00
112 CONSTRUCT DRAINAGE STRUCTURE DESIGN 4022
2
EACH
22.0000 84.000.0 $1.150.08 82.30.0 82.10.0 $4.200.0 81.378.43 82.75298 $2200.08
IMA0.00 $1.275.08 82.550.00
TOTALAMOUNT9ID 52.09794550 31.334.714.35 32.071.603.08 E2094.!8.a1 $2�.N%10 $2.230.271.50
(1) ESTIMATED OIIANTRY ONLY. EXACT QUANTITIES AND LOCATIONS
TO BE DETERMINED N THE FIELD AS DIRECTED BY THE ENGINEER.
NO ADASTMEINT N UNIT PRICE SHALL BE MADE FOR ANY ADJUSTMENT
N THE ACTUAL QUANTITY.
12)INEN
CLUDES BED ANDIOR ENCASEMENT MATERIAL AS REWIRED.
13) BIDDER SNAIL INCLUDE PREUETERMNED LANDSCAPE ALLOWANCE N
THE TOTAL PRICE 80 FOR THE PROJECT. SEE SECTION 02M N THE
PROE=MANUAL
(4) ESTIMATED PAVEMENT THICKNESS. ACTUAL MICINESS TO MATCH
THE EXISTING PAVEMENT THEE ESS. NO ADJUSTMENT IN UNIT PRICE
SHALL BE MME AFTER VERIFICATION OF ACTUAL PAVEMENT
THICKNESS N ME FIELD. SEE PROJECT MANUAL FOR METHOD OF .
(a) INCLUDES DOWEL BARS ATION ND AND RIMA NG AS EE DETAIL I
181 INCLUDES XETALLATON AND RBAOVAL SEE DETAIL N PVNS.
anaF lMmws•m1awl
NRL0.>mre OBd1m AMYIM 9e 2m1. N IaPrRww..a
ESC L_TC7N & NA EEL N K I N C®
« Consulting Engineers & Surveyors
t 12224 Nicollet Avenue • Burnsville, MN 55337
Phone (952) 890-0509 • Fax (952) 890-8065
www.bolton-menk.com
April 14, 2011
Mr. John Bradford, P.E., City Engineer
City of Hopkins
1010 l3' Street South'
Hopkins, MN 55343'
Re: 2011 Street & Utility Improvements
City of Hopkins, Minnesota
City Project No. 10-10
BMI Project No T16.102570
Dear Mr. Bradford:
Bids on the above -referenced project were opened at 11:00 a.m. on April 12, 2011. There were
five (5) bidders for the project; a detailed bid abstract is enclosed. The low bidder on the project
is Midwest Asphalt Corporation, from Hopkins. Their bid amount is $1,834,714.35.The
engineer's estimate for the project is $2,097,345.50.
Midwest Asphalt is a reputable contractor with previous similar experience in the metro area
including Hopkins. Midwest Asphalt was the prime contractor for the City of Hopkins' 2006
Street & Utility Improvements. Based on their experience and acceptable bid prices,` following
the Public Assessment Hearing next month we recommend the City of Hopkins award the project
to Midwest Asphalt Corporation
If you have any questions regarding this award recommendation, please do not hesitate to call'.
Sincerely,
IJ N & MENK, INC.
Sarah E. Rippke, P.E.
Project Manager
Enclosure
cc: Marcus Thomas, P.E., Bolton & Menk, Inc.
Mike Waltman,, P.E., Bolton & Menk, Inc.
•
DESIGNING FOR A BETTER TOMORROW
Bolton & Menk is an equal opportunity employer.
•
CITY OF HOPKINS
HENNEPIN COUNTY, MINNESOTA
RESOLUTION 2011-020
RESOLUTION FOR HEARING ON PROPOSED ASSESSMENT
WHEREAS, by a resolution passed by the council on May 18, 2010 the city clerk was directed
to prepare a proposed assessment of the cost of improving 14th, 15th, and 16th Avenues North
between 2nd Street North and South Service Drive; 3rd and 4th Streets North and South Service
Drive between 12th and 17th Avenues North; and North Service Drive between 12th Avenue
North and Oak Ridge Road,
AND WHEREAS, the clerk has been directed to complete the proposed assessment and put it on
file in her office for public inspection,
NOW, THEREFORE, BE IT RESOLVED by the City Council Hopkins, Minnesota, that:
1. A hearing shall be held on the 17th day of May, 2011 in the city hall at 7:30 p.m. to pass
upon such proposed assessment and at such time and place all persons owning property af-
fected by such improvement will be given an opportunity to be heard with reference to such
assessment.
• 2. The city clerk is hereby directed to cause a notice of the hearing on the proposed assessment
to be published once in the official newspaper at least two weeks prior to the hearing, and
she shall state in the notice the total cost of the improvement. She shall also cause mailed
notice to be given to the owner of each parcel described in the assessment roll not less than
two weeks prior to the hearings.
•
The owner of any property so assessed may, at any time prior to certification of the assess-
ment to the county auditor, pay the whole of the assessment on such property, with interest
accrued to the date of payment, to the assessment clerk, except that no interest shall be
charged if the entire assessment is paid within 30 days from the adoption of the assessment.
He may at any time thereafter, pay to the assessment clerk the entire amount of the assess-
ment remaining unpaid, with interest accrued to December 31 of the year in which such
payment is made. Such payment must be made before November 15 or interest will be
charged through December 31 of the succeeding year.
Adopted by the council this 19th day of April, 2011.
Eugene J. Maxwell, Mayor
Deborah L. Sperling, City Clerk
\\Lisa\engineering\Resolutions\2011\R2011-020 Set Assessment Hearing 2011 Street Recon.doc
•
CITY OF HOPKINS
HENNEPIN COUNTY, MINNESOTA
RESOLUTION 2011-019
RESOLUTION DECLARING COST TO BE ASSESSED, AND ORDERING
PREPARATION OF PROPOSED ASSESSMENT
WHEREAS, costs have been determined for the improvement of 10, 15th, and 16th Avenues
North between 2nd Street North and South Service Drive; 3rd and 4th Streets North and South
Service Drive between 12th and 17th Avenues North; and North Service Drive between 12`h Ave-
nue North and Oak Ridge Road„ and the bid price for such improvement is $1,834,714.35, and
the expenses incurred or to be incurred in the making of such improvement amount to
$573,285.65 so that the total cost of the improvement will be $2,408,000.00.
NOW, THEREFORE, BE IT RESOLVED by the City Council of Hopkins, Minnesota, that:
1. The portion of the cost of such improvement to be paid by the city is hereby declared to
be $1,438,620.90 and the portion of the cost to be assessed against benefited property
owners is declared to be $969,379.10.
• 2. Assessments shall be payable in equal annual installments extending over a period of 15
years, the first of the installments to be payable on or after the first Monday in January,
2012, and shall bear interest at the rate of 5 percent per annum from the date of the adop-
tion of the assessment resolution.
•
3. The city clerk, with the assistance of the city engineer, shall forthwith calculate the proper
amount to be specially assessed for such improvement against every assessable lot, piece
or parcel of land within the district affected, without regard to cash valuation, as provided
by law, and he shall file a copy of such proposed assessment in his office for public in-
spection.
4. The clerk shall upon the completion of such proposed assessment, notify the council
thereof.
Adopted by the City Council this 19th day of April, 2011.
Eugene J. Maxwell, Mayor
Deborah L. Sperling, City Clerk
\\Lisa\engineering\Resolutions\2011\R2011-019 Prepare Assessments 2011 Street Recon.doc
•
CITY OF HOPKINS
HENNEPIN COUNTY, MINNESOTA
RESOLUTION 2011-018
RESOLUTION ACCEPTING BID
WHEREAS, pursuant to an advertisement for bids for the improvement of 14th, 15th, and 16th
Avenues North between 2nd Street North and South Service Drive; 3rd and 4th Streets North and
South Service Drive between 12th and 17th Avenues North; and North Service Drive between 12th
Avenue North and Oak Ridge Road, bids were received, opened and tabulated according to law,
and the following bids were received complying with the advertisement:
Midwest Asphalt Corporation
$1,834,714.35
Kuechle Underground
$2,071,603.00
Northwest Asphalt
$2,094,123.61
Bituminous Roadways, Inc.
$2,165,949.50
GMH Asphalt Corporation
$2,230,277.00
AND WHEREAS, it appears that Midwest Asphalt Corporation of Hopkins, MN is the lowest
responsible bidder,
• NOW THEREFORE, BE IT RESOLVED by the City Council of Hopkins, Minnesota, that:
is
1. The mayor and city manager are hereby authorized and directed to enter a contract with Mid-
west Asphalt Corporation of Hopkins, MN in the name of the city of Hopkins for the im-
provements noted above 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 deposits
made with their bids, except that the deposits of the successful bidder and the next lowest bid-
der shall be retained until a contract has been signed.
Adopted by the City Council this 19th day of April, 2011.
Deborah L. Sperling, City Clerk
\\Lisa\engineering\Resolutions\201I\R2011-018 Bid Acceptance 2011 Street Recon.doc
Eugene J. Maxwell, Mayor