Trolley Line Trail_Eagle Point Park Award of ContractTO: The Honorable Mayor and City Council Members
FROM: Michael C. Van Milligen, City Manager
SUBJECT: Trolley Line Trail -Eagle Point Park Project
(CIP 1001989)
DATE: June 9, 2009
Sealed bids were received for the Trolley Line Trail -Eagle Point Park Project. City
Engineer Gus Psihoyos recommends award of the contract to the low bidder, Portzen
Construction, Inc., in the amount of $202,216, which includes the base bid plus
Alternates 1, 2 and 3. The Portzen Construction bid is $39,244.40 lower that the
estimate of probable cost.
I concur with the recommendation and respectfully request Mayor and City Council
approval.
1~_ - --
Michael C. Van Milligen
MCVM/jh
Attachment
cc: Barry Lindahl, City Attorney
Cindy Steinhauser, Assistant City Manager
Gus Psihoyos, City Engineer
TO: Michael C. Van Milligen, City Manager
FROM: Gus Psihoyos, City Engineer
DATE: June 8, 2009
SUBJECT: Trolley Line Trail -Eagle Point Park Project
(CIP 1001989)
INTRODUCTION
The enclosed resolution authorizes the award of the construction contract for the Trolley
Line Trail -Eagle Point Park Project.
BACKGROUND
The Trolley Line Trail will be a 10-foot wide paved hike/bike trail along an old trolley
route roadbed in Eagle Point Park. This '/2-mile off-road trail would use the existing
grade of the abandoned trolley line from Shiras Avenue north of the Ham House
museum site to the park's main entrance road turnaround with the eagle statue. The
trail will follow a scenic route through a wooded area with limestone outcroppings.
Interpretive signs will be incorporated into the trail design. A wayside rest area will be
developed approximately halfway up the trail. This wayside rest will be rough graded
during the project and finished by a Boy Scout (Ian Carstens) as part of his Eagle Scout
project. Ian is planning to reuse salvaged purington pavers for the surface of the
wayside rest.
Additionally, some infrastructure items will be installed to accommodate future
upgrades. Light bases and electrical conduit will be installed as part of this project to
accommodate future lighting of the trail. Conduit will also be installed to accommodate
future emergency call boxes along the trail. A short water extension will also be included
to accommodate the replacement of a hydrant. Storm sewer improvements will also be
included. This includes the repair or installation of 4 culverts that will tie into the city
storm sewer system.
This trail will provide an off-road alternative to the main entrance road into Eagle Point
Park, which is a signed route in the Heritage Trail Riverfront System. The Trolley Line
Trail will be at a lower percent grade than the main entrance road, which is fairly steep
and does not have sidewalks, trails, or paved shoulders for bicyclists and pedestrians to
use.
BID RESULTS
Sealed bids were received on the project on June 4, 2009. Portzen Construction, Inc. of
Dubuque, Iowa, submitted the low base bid in the amount of $168,996.00. This amount
is 20.19% under the estimate of probable cost. A summary of the base bid proposals
received is as follows:
Contractor Name Total Base Bid
Portzen Construction, Inc. $168,996.00
Tschiggfrie Excavating, Inc. $188,409.40
McClain Excavating, Inc. $191,094.25
River City Paving $197,449.84
Connolly Construction, Inc. $210,158.25
Klauer Construction, Inc. $213,506.16
Drew Cook & Sons Excavating, Inc. $231,493.50
The bid process the project included several alternates: Alternate 1 -Changing the trail
from an asphalt trail (base bid) to a 5-inch thick, 10-foot wide concrete trail; Alternative 2
- Installation of 5 benches and 4 trash receptacles at rest stops along the trail; and
Alternative 3 -Use of recycled brick pavers in lieu of asphalt or concrete.
The following is a summary of the received alternate bids:
Contractor Name
Portzen Construction, Inc.
Tschiggfrie Excavating, Inc.
McClain Excavating, Inc.
River City Paving
Connolly Construction, Inc.
Klauer Construction, Inc.
Drew Cook & Sons Excavating, Inc.
Alternate 1
$21,520.00
$20,519.30
$18,317.50
$20,519.30
$19,178.00
$37,369.90
$17,455.00
Alternate 2
$9,600.00
$13,110.00
$12,975.00
$15,500.00
$13,785.00
$14,421.00
$13,700.00
Alternate 3
RECOMMENDATION
$2,100.00
$3,325.00
$2,100.00
$2,450.00
$2,152.50
$2,310.00
$2,450.00
recommend that the contract be awarded to Portzen Construction, Inc. in the amount
of $202,216.00 (base bid plus Alternates 1, 2 and 3).
BUDGET IMPACT
The estimate of probable costs for the Trolley Line Trail -Eagle Point Park Project is
summarized as follows:
Estimate
Estimate Base +
Base Bid Alternates Bid Award
Construction Contract
(Base Bid + Alternates 1, 2, 3) $191,549.40 $241,460.40 $202,216.00
Contingency 19,154.94 19,154.94 19,154.94
Construction Engineering & Inspection 31,605.65 31,605.65 31,605.65
Total Project Cost
$242,309.99 $292,220.99 $252,976.59
The project funding summary is as follows:
CIP No. Fund Description
Fund
Amount
1001989 Fiscal Year 2008 Resource Enhancement and Protection
(REAP) Grant $200,000.00
7401405 Water Main Replacement Program 5,281.38
3501425 Sidewalk Program -City-Owned $21,892.80
1011549 Street Light Replacement $25,802.41
$252,976.59
ACTION TO BE TAKEN
I recommend that the City Council adopt the attached resolution awarding the Trolley
Line Trail -Eagle Point Park Project to Portzen Construction, Inc. in the amount of
$202,216.00.
Prepared by Jon Dienst, PE
cc: Jenny Larson, Budget Director
Laura Carstens, Planning Services Manager
Gil Spence, Leisure Services Manager
Bob Green, Water Department Manager
Bob Schiesl, Assistant City Engineer
RESLUTION NO. 194-09
Whereas, said sealed proposals were opened and read on the 4t" day of June,
2009 and it has been determined that Portzen Construction, Inc. of Dubuque, Iowa, with
a bid in the amount of $202,216.00, is the lowest responsive, responsible bidder for the
Project.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF DUBUQUE, IOWA:
That a Public Improvement Contract for the Project is hereby awarded to Portzen
Construction, Inc. and the City Manager is hereby directed to execute a Public
Improvement Contract on behalf of the City of Dubuque for the Project.
Passed, approved and adopted this 15th day of June, 2009.
Joyce E. Connors, Mayor Pro-Tem
Attest:
eanne F. Schneider, CMC, City Clerk
GTY OF DUBUQUE-ENGINEERING DIVISION-BID TABULATION SHEET
BID TABULATION FOR: TroNev Line Tnil - Eaak Point Park Project BID DATE: June 4, 2009
BID ITEM DESCRIPTION I ( UNIT I QUANTITY I UWTI COST E COST
BASE 810:
EXCAVATION 3 STONE
1 Excavation. Undessified
2 Bedfip, Topsoil Renave. SaNaOe & Re-use
3 Graded Stone Base
4 3" Breaker Stone - Stahifzation Stone
5 Ckadrq 8 Grubbin0
6 Sand
7 Stone Reventment RlDreO-3"-6"
PAVEMENT
6 Mv1A 300k Binder Course. 12" (PG 6422)
9 HMA 300k Surface Course. 12" (PG 6422)
10 Bddc paver Mobifzation
WATER
11 6' DIP, Class 52 wJPoNwreo
12 6" Valve MJ wiBox
13 Hvtlrant MJ
14 6'x6'k6" Anchoring Tee MJ
15 Tracer Wire Access Box
16 Cooper Tracer 1Mre
STORMSESVER
17 Stonn Sevrer, 78' HDPE Smooth Walled Pope
18 Starm Sewer. 24" HDPE Smooth Waled Pice
19 Storm Sewer. 15' RCP. CL III
20 Storm Sewer. 15' Flared Etd Section, RCP
21 Starm Sewer. 18" Flared End Section. HDPE
22 Storm Sewer, 24' Fared End Section. HDPE
23 Inkke 101$
24 24' dia. Prafomted Storm Structure. Nvodest or equal
Eic...~..,AL
25 2' Sch 40 PVC Condul -Trenched
26 Eleddcal ControNer Precast Foundation
27 Precast Concrete UOht Foundation - Furnish Q Install
~$
28 Seed
29 Erosion Mat
30 Umestone Seat WaN. 24" Hioh
31 Trafic Guard HinOed Bollard w/Foundation
32 Signs
33 Geateztik
34 Chain Link Fence
35 Pavement MarldnOS - TexUSVmbols
36 Pavement Markinos -Linear
37 Tree Preservation
36 6osion Control Plan - Oceratina Procedures
39 Tre1fic Control & Safety Control
40 Mohifzation
ALTERNATE 1
PC Concrete Pavement, (5~ Class "C"
HMA 300k Binder Course, 12' (PG 64221 -DELETE
HMA 300k Surface Course. 12" (PG 6422) -DELETE
ALTERNATE 2
Bench
Trash ReceOlede
BIDDER: Portzen Construction BIDDER: Tschi00frk Excavating BIDDER: McCkin Excavating BIDDER: River City Paving
UNIT COST TOTAL COST UNIT COST TOTAL COST UNIT COST TOTAL COST _ UNIT COST TOTAL COST
CV 1000.00 5 8.00 $ 8.000.00 $5.00 55.000.00 55.45 55.450.00 $6.50 $6.500.00 55.45 55.450.00
SY 3000.00 $ 7.00 5 21,000.00 5325 59.750.00 $2.70 58.100.00 52.80 58.400.00 _ $2.70 58.100.00
Ton 1386.00 $ 12.5(1 $ 17.325.00 _
$12.00 $16,632.00 $15.40 521,344.40 514.75 520,443.50 $14.99 520,776.14
Ton 941.00 $ 12.50 $ 11.762.50 512.00 511.292.00 59.00 58.469.00 514.75 513,879.75 $13.80 512.985.80
LS 1.00 5 12.000.00 5 _
12.000.00 $2000.00 $2.000.00 510.880.00 570.880.00 511.000.00 $11.(100.00 510.800.00 $10.800.00
Ton 15.00 $ 15.00 E 225.00 520.00 5300.00 576.30 5244.50 530.00 5450.00 516.85 5252.75
Ton 130.00 $ 15.00 E 1.950.00 $15.00 $1,%0.00 521.60 52.808.00 $30.00 53,900.00 521.60 52,808.00
Ton 345.00 $ 75.00 $ 25.875.00 567.00 $23.115.00 $72.75 $25.098.75 $65.75 _ 522.683.75 564.13 $22.124.85
Ton 345.00 $ 75.00 $ 25.875.00 567.00 523.115.00 $72.75 _ $25.098.75 565.75 522.683.75 564.13 $22.124.85
LS 1.00 $ 1.000.00 5 1,000.00 5500.00 5500.00 $1.500.00 51.500.00 5425.00 $425.00 _ 840(1.00 $400.00
LF 30.00 $ 35.00 S 1.050.00 532.00 E%0.00 532.05 S%1.50 $30.00 5900.00 532.05 $%1.50
Each 1.00 S 650.00 $ 650.0(1 $800.00 $800.00 5793.35 5793.35 5830.00 5830.110 5793.35 $793.35
Each 1.00 $ 2.100.00 $ 2,100.00 52.000.00 52.000.00 52,150.00 $2,150.00 E2.530.0(1 52.530.00 82.150.00 82.150.00
Each 1.00 $ 340.00 $ 340.00 5325.00 5325.110 5324.75 $324.75 8450.011 5450.00 5324.75 5324.75
Each 1.00 $ 50.00 5 50.00 550.00 550.00 559.15 559.15 $75.00 575.00 559.15 559.15
LF 40.00 $ 0.40 $ 16.00 51.00 540.00 $0.65 526.00 $1.110 540.00 $0.65 526.00
LF 65 $ 25.00 $ 1,625.00 521.011 51,365.00 $35.10 52.261.50 539.50 52,507.50 835.10 52.281.50
LF 57 $ 27.110 E 1.539.00 $31.00 51.767.00 $5920 83.374.40 550.00 52,850.00 $59.20 53.374.40
LF 4 $ 30.00 $ 120.00 540.00 5160.00 E29.3D _ 5117.20 5450.00 51,800.00 529.30 811720
EaM 1 $ 500.00 S 500.00 $550.00 5550.00 5404.35 5404.35 5600.00 $600.00 5404.35 5404.35
Each 5 $ 250.00 S 1.250.00 5250.00 $1.250.00 $191.00 8955.(10 8375.00 57.875.00 5191.00 S%5.00
Each 1 E 300.00 S 300.00 $300.00 5300.00 5280.75 5280.75 5415.00 5415.00 5280.75 5280.75
Each 1 S 2,000.00 $ 2.000.00 51.600.00 $1,800.00 51.380.50 51,380.50 $2.170.00 52,170.00 51,380.50 51.380.50
Each 1 $ 1.000.00 S 1,000.00 57.200.00 51.200.00 51.139.00 51,139.00 51.650.00 51.650.00 57.139.00 51.138.00
LF 3532 $ 7.00 E 24.724.00 $6.00 $21,192.00 54.35 $15.364.20 54.00 574.128.00 54.00 514.128.00
Each 1 $ 500.00 $ 500.00 51,000.00 $1.000.00 51.614.50 51.614.50 31,800.00 51.800.00 51.500.00 57.500.00
Each 19 $ 500.00 E 9.500.00 8700.00 513,300.00 S%5.00 516.335.00 5900.00 817.100.00 5905.00 577.185.00
SY 3500.00 $ 2.00 $ 7,0(10.00 51.10 53,850.00 $7.10 $3.850.00 57.08 53.780.00 5225 57,875.00
SY 600 $ 2.00 $ 1.200.00 57.85 51.110.00 81.80 $1.080.00 51.80 $1.080.00 52.00 57.200.00
LF 50 $ 80.00 $ 4,000.00 563.00 57.150.00 560.00 $3.000.00 560.00 53.000.00 5154.00 57.700.00
Each 1 $ 1,200.00 $ 1.200.00 57.000.00 $1.000.00 5601.75 $801.75 $1,700.00 51,700.00 57.654.00 51.654.00
Each 10.00 5 50.00 E 500.00 8125.00 $1.250.00 $120.00 57.200.00 5120.00 81.200.00 5120.00 $1.200.00
SY 300.00 $ 10.00 5 3.000.00 54.00 57.200.00 84.55 51.365.00 5425 57.275.00 54.55 57.365.0(1
LF 300.00 _
$ 45.00 $ 13,500.00 S23.OD 58.900.00 $22.00 $6.600.00 $22.00 56.600.00 $22.00 56.600.00
Each 6.00 S 150.00 $ 900.00 5110.00 5660.00 5100.00 5600.00 5100.00 $600.00 5100.00 5600.00
LF 613.00 _
$ 0.30 $ 163.9(1 51.00 5813.00 51.00 5613.00 51.00 5613.00 51.00 $613.00
LS 1.00 5 1.000.00 $ 1.000.00 $1000.00 $1.000.00 53%.00 E3%.00 5100.00 5100.00 81.000.00 51.000.00
LS 1.00 $ 7,000.00 $ 1,000.00 51.000.00 $1.000.00 $4,000.00 54,000.00 $5.000.00 55.000.00 54.900.00 54.900.00
LS 1.00 $ 1.000.00 E 1.000.00 5550.00 $550.00 $500.00 5500.00 _ 5500.00 5500.00 8500.00 5500.00
LS 1.00 $ 5,000.00 S 5.000.00 85.200.00 55.200.00 55.849.10 $5.849.10 53.500.00 53,500.00 39.350.0() 59.350.00
SV
2710.00
5
25.00 -
$ - -
67,750.00
$25.00 -
567.750.00
523.90
$64.769.00
523.50
563,685.00 __._
523.%
564.769.00
Ton J45.00 S 75.00 5 (25,875.00) 567.00 (523J 15.001 564.13 (522.124.85) 565.75 (522,683.751_ 564.13 (522.124.65)
Ton J45.00 $ 75.00 S (25,875.00) 567.00 (523.115.00) 564.13 (522.124.85) 565.75 (522.683.751 $64.13 !522.124.85)
Su eTotal: $ 16.000.00 Atl.mate sub-Tom 521,520.00 Aneraate sub-Tom $20,519.30 Altamate sub-Tool 518,317.50 Anemate SUb-Total 520,519.30
Each 5 $ 1,400.00 $ 7,000.00 $1,200.00 $6.000.00 I $1.630.00 58,150.00 $1,615.00 58.075.00 I 51,900.00 59,500.00
Each 4 $ SOD.00 $ I
3.200.00 5900.00 53,800.00 $1.240.00 E4.%0.00 81.225.00 54,900.00 81.500.00 88.000.00
CITY OF DUBUQUE -ENGINEERING DIVISION -BID TABULATION SHEET
BID TABULATION FOR: Trolley Line Tnil -Eagle Point Park Project BID DATE. June 4, 2009 BIDDER: Pottzen Construction BIDDER: Tschiggtrie Excavating BIDDER: McCWi n Excavatinq BIDDER: River Cily Paving
UNIT E
BID ITEM DESCRIPTION I
I QUANTITY I UN T COST I COST UNIT COST TOTAL COST UNIT COST TOTAL COST UNIT COST TOTAL COST UNIT COST TOTAL COST
SulrTotal: $ 10,200.00 anemme mb-mtal $9,600.00 Anamatesw-Total $13,110.00 Alternate SUb-Total $12,975.00 Alt.r~ata svb-mtal $15,50000
ALTERNATE 3 _..
Install Brick Pavers SF 350 $ 10.00 $ 3,500.00 56.00 52.100.00 59.50 $3.325.00 56.00 32.100.00 $7.00 $2,450.00
SuaTotal: $ 3,500.00 An«oate sub-Total $2,100.00 Anemate sub-Total 53,32$.00 Aeernatesw-TOmI 32,106.00 Alternate sue-ram $2,4$6.00
Base Bid Sub-Total S 211,760A0 ea sw-Total 5768,886.00 am sw-Total f188,409.40 ak sub-Total 5191,094.25 liia sun-Total ~ 5197,449.66
Contingency (10%) 321.176.04
Construction Engineering 8 Inspection (15%) 534,940.47
Total Construction Estimate: S 267.876.91 S 768,996.00 S 188,409.10 f 191,094.25 S 197,449.64
% Under/Over -20.19% % Under/Over -11.03% % Under/Over -9.76% % Under/Over 16.84%
CITY OF DUBUQUE -ENGINEERING DIVISION -BID TABULATION SHEET
BID TABULATION FOR: Trolley Line Troil - Eagk Point Park Project BID DATE. June 4, 2009 BIDDER: Connolly Construction BIDDER: Bauer Construction &DDER: Drew Cook
BID ITEM DESCRIPTION
BASE BID:
EXCAVATION # STONE
1 Excava4pn. Undassified
2 Badcfip. Topsoil Remove. Salvage & Re-use
3 Graded Stone Bese
4 3"Breaker Stone-Stabipzation Stone
5 Ckadng & Grubbing
6 Sand
7 Slone Reventment Riprep-3'-6"
PAVEMENT
6 HMA 300k Binder Course. 12" (PG 6422)
9 HMA 300k Surface Course. 12' (PG 8422)
10 Brick Paver Mobifzelion
WATER
11 6" DIP. Gass 52 w./Polvwrap
12 6" Valve MJ w/Box
13 Hydrant MJ
t4 6'k6"x6' Anchoring Tee MJ
15 Tracer Nhre Access Box
16 CoocerTrocer Wire
STORM SEWER
17 Storm Sewer. 18" HDPE Smooth Waped Pipe
18 Storm Sewer, 24" HDPE Smooth Weped Pipe
19 Storm Sewer. 15' RCP. CL III
20 Storm Sewer, 15" Flared End Section. RCP
21 Stmm Sewer. 18" Flared End Section. HDPE
22 Storm Sewer. 24' Fared End SecBon. HDPE
23 Intake 101-B
24 24' dia. Preformed Storm SWCture. Nvadest or equal
ELECTRICAL
25 2" Sch 40 PVC Conduct -Trenched
26 Electrical Controper Pretest Founda8on
27 Precast Concrete Ught Foundation - Furnish & Instep
MSCELIJ4NEOUS
28 Seed
29 Erosion Mat
30 Umestone Seat Wall, 24" High
31 Troific Guard Hinged Bopard wiFoundation
32 Signs
33 Geotextlk
34 Chain Unk Fence
35 Pavement Markings - TextlSVmhpls
36 Pavement Markings - Unear
37 Tree Preservation
38 Erosion CoMrd Plan - OperaBno Procedures
39 Traffic Control & Safety Control
40 Mohipzatlon
ALTERNATEt
PC Concrete Pavement, (5') Class'C'
HMA 300k Binder Course. 12" (PG 64221-DELETE
HMA 300k Surtace Course, 12' (PG 64221- DELETE
ALTERNATE 2
Bench
Trash Receotade
UNIT TE I
E
I I QUANTITY I UNIT COST I l COST UNIT COST TOTAL COST UNIT COST TOTAL COST UNIT COST TOTAL COST
cY 1000.00 E 6.00 $ e,ooo.oo a6.1D _ $s.loo.oD 57.15 $7.150.00 $s.oo S9.oeo.oo
SY 3000.00 E 7.00 E 21.000.00 57.80 55.400.00 53.08 59.240.00 52.70 58.100.00
Ton 1386.00 5 12.50 5 77.325.00 $14.10 _ $19,542.60 $16.23 _ 522,494.78 513.00 $18,018.00
Ton 941.00 E 12.50 E 11.762.50 $14.10 $13.268.10 Si6.23 515,272.43 514.50 $13,644.50
LS 1.00 S 12,000.00 $ 12,000.00 57.310.00 57,310.00 $12.100.00 512.100.00 510.000.00 $10.000.00
Ton 15.00 E 75.00 $ 225.00 526.70 $400.50 533.00 5495.00 512.00 $180.00
Ton 130.00 $ 15.00 $ 1,950.00 $17.95 52,333.50 533.00 54.290.00 521.00 52,730.00
Ton 345.00 S 75.00 E 25.875.00 579.00 527,255.00 570.54 524.336.30 567.00 523,115.00
Ton 345.00 $ 75.00 $ 25.875.00 572.00 $24,840.00 570.54 524,336.30 $67.00 523.115.00
LS 1.00 $ 1.000.00 E 1.000.00 5912.00 5912.00 5624.00 5824.00 $400.00 5400.00
LF 30.00 E 35.00 $ 1.050.00 566.50 52.055.00 533.00 $990.00 540.00 51,200.00
Each 1.00 S 650.00 5 650.00 5745.00 5745.00 5973.00 5913.00 51,050.00 51,050.00
Each 1.00 S 2.100.00 E 2.100.00 51.871.00 51.871.00 52.783.00 52.783.00 52.150.00 52,150.00
Each 1.00 E 340.00 5 340.00 5265.00 $265.00 5495.00 5495.00 5300.00 5300.00
Each 1.00 5 50.00 E 50.00 545.00 545.00 $82.50 562.50 5100.00 5100.00
LF 40.00 E 0.40 5 16.00 50.17 56.80 51.10 544.00 51.00 540.00
LF 65 S 25.00 5 1625.00 531.00 52,015.00 543.45 $2,82425 540.00 52,600.00
LF 57 _
$ 27.00 E 1.539.00 542.00 52,394.00 555.00 53,135.00 547.00 52,679.00
LF 4 S 30.00 S 120.00 537.00 $148.00 5495.00 51.980.00 $100.00 5400.00
Each 1 $ 500.00 E 500.00 5760.00 5760.00 $660.00 5660,00 5450.00 $450.00
Each 5 5 250.00 $ 1,250.00 5163.00 $815.00 5412.50 $2,062.50 $250.00 $1,250.00
Each 1 S 300.00 5 300.00 5215.00 5215.00 5456.50 5456.50 5350.00 5350.00
Each 1 E 2.000.00 E 2.000.00 51.955.00 51,955.00 $2.387.00 52.387.00 $2,500.00 52,500.00
_
Each 1 $ 1,000.00 5 1.000.00 51,230.00 57,230.00 $1,815.00 51,815.00 51,300.00 57,300.00
LF 3532 $ 7.00 5 24.724.00 58.15 $28,785.80 54.40 515,540.80 515.00 552.980.00
Each 1 5 500.00 $ 500.00 $1.825.00 51.825.00 $1.718.00 57.718.00 51.000.00 51.000.00
Each 19 E 500.00 E 9.500.00 5925.00 517,575.00 $1,050.50 519,959.50 5900.00 517,100.00
SY 3500.00 8 2.00 $ 7.000.00 f1.20 54.200.00 51.19 54.165.00 52.25 57,875.00
SY 600 $ 2.00 E 1.200.00 52.00 51.200.00 51.98 51.188.00 52.00 51,200.00
LF 50 E 80.00 $ 4.000.00 5134.00 $6,700.00 566.00 53.300.00 590.00 54.500.00
Each 1 5 1.200.00 E 1.200.00 $1.905.00 $1.905.00 $1,650.00 57.650.00 57.651.00 51,654.00
Each 10.00 5 50.00 S 500.00 5134.00 51,740.00 5132.00 $1,320.00 5720.00 57200.00
SY 300.00 S 10.00 $ 3,000.00 51.85 5555.00 54.68 51,404.00 52.00 5600.00
LF 300.00 E 45.00 5 13.500.00 $48.00 $14,400.00 $24.20 57,260.00 522.00 56,600.00
Each 6.00 5 150.00 E 900.00 5112.00 5672.00 5110.00 5660.00 5100.00 5600.00
LF 613.00 E 0.30 E 183.90 51.15 $704.95 51.10 5674.30 _ 57.00 5613.00
LS 7.00 S 1,000.00 $ 7.000.00 5840.00 _ 5840.00 53.600.00 $3,600.00 $1,000.00 51.000.00
LS 1.00 $ 1.000.00 E 1.000.00 52.044.00 52.044.00 55.800.00 55.800.00 54.300.00 $4,300.00
LS 1.00 S 1,000.00 5 1.000.00 5580.00 5560.00 57,800.00 51,800.00 5500.00 5500.00
LS 1.00 $ 5.000.00 $ S.OD0.00 $4.970.00 54.970.00 _ 52.500.00 52.500.00 55.700.00 $5.100.00
SY 2710.00 5 25.00 E fi7,750.00 526.30 $71,273.00 531.75 586.042.50 523.50 563.685.00
Ton 745.00 S 75.00 $ (25.875.001 579.00 ($27,255.00) 570.54 (524.336.30) _567.00 (523,115.00)
Ton 745.00 $ 75.00 S (25,875.00) 572.00 (524,840.00) 570.54 (524,336.30)_ 567.00 (523,115.00)_
Su eTotal: 5 16.000.00 An..tira sue•rom $19,178.00 An.r~u sub-Tool 537.369.90 Akarnau sunrom $17,455.00
Each 5 $ 1,400.00 $ 7,000.00 51,681.00 56,405.00 I $7.793.00 58.965.00 31,700.00 $8,500.00
Each 4 S 800.00 $ 3,200.00 51,345.00 55.380.00 51,364.00 $5.456.00 51.300.00 55,200.00
CITY OF DUBUQUE-ENGINEERING DIVISION-BID TABULATION SHEET
BID TABULATION FOR: Trolley Line Tnil - Ea0k Point Park Protect BID DATE: June 4, 2009 BIDDER: ConnolN Construction BIDDER: Bauer Construction BIDDER: Drcw Cook
UNIT ~
E
BID ITEM DESCRIPTION ~ I
I I QUANTITY I I UNIT COST I ` COST
UNIT COST TOTAL COST UNIT COST TOTAL COST UNIT COST TOTAL COST
SubTotal: 5 10,200.00 nn~mare sun-TOhI $13,785.00 nn.u~a. sue-Tow $14,421.00 an~.naa sub-Tow $13,700.00
ALTERNATE ~
Install Brick Pavers SF 350 S 10.00 $ 3,500.00 $6.15 $2.152.50 56.60 $2,310.00 57.00 82.450.00
SubTotal: $ 3,500.00 Anamate SUb-Tobl $2,152.50 an..Nl.sub-rorol $2,310.00 en.rnara sub-Total $2450.00
Base Bid Sub-Total f 211.760A0 aia suo-rolal 5210.158.25 I ea sun-roml I 5213,506.16 I aia suo-row 15231.493.50 I
ConOngenq (10%) 521,176.04
Conshuction Ergineednp 8lnspection (15%) $34.940.47
Total Construction Estimate: S 267.876.91 S 210,158.25 f 213,508.16 ~ LS 231.493.50 I
% Under/Over 11.54% % UnderlOver 11.73% % Under/Over 17.24%