Louise Lane Bridge Reconstruction Project AwardTHE CITY OF
DUBUQUE
Masterpiece on the Mississippi
Dubuque
All-American City
2007
TO: The Honorable Mayor and City Council Members
FROM: Michael C. Van Milligen, City Manager
SUBJECT: Louise Lane Bridge Reconstruction Project
CIP No. 2501020
DATE: April 29, 2009
Sealed bids were received for the Louise Lane Bridge Reconstruction Project. City
Engineer Gus Psihoyos recommends award of the contract to the low bidder, Jim
Schroeder Construction, Inc., in the amount of $209,315.52, which is 8% under the
revised estimate of probable cost.
I concur with the recommendation and respectfully request Mayor and City Council
approval.
Michael C. Van Milligen
MCVM/jh
Attachment
cc: Barry Lindahl, City Attorney
Cindy Steinhauser, Assistant City Manager
Gus Psihoyos, City Engineer
THE CITY OF DUBUQUE
Masterpiece on the Mississippi
Dubuque
All-American City
2007
TO: Michael C. Van Milligen, City Manager
FROM: Gus Psihoyos, City Engineer
DATE: April 27, 2009
SUBJECT: Louise Lane Bridge Reconstruction Project
CIP No. 2501020
INTRODUCTION
The enclosed resolution authorizes the award of the construction contract for the Louise
Lane Bridge Reconstruction Project.
BACKGROUND
The Louise Lane Bridge Reconstruction Project will provide for the replacement of the
current narrow, single lane bridge, which is geometrically and structurally obsolete and
is currently posted at 10 tons, maximum loading. The existing bridge serves as the only
way into the Louise Lane and Monroe Avenue area.
IIW Engineers & Surveyors, PC (IIW Engineers) completed the TS&L (type, size &
location) study to determine the type of bridge replacement structure required. When
the Louise Lane Bridge was initially budgeted, it was anticipated that asingle-chamber
box culvert would be a suitable replacement structure. Based on the TS&L study, it was
subsequently determined that atriple-chamber box concrete culvert structure will be
required for Louise Lane.
BID RESULTS
Sealed bids were received on the project on April 28, 2009. Jim Schroeder
Construction, Inc. of Bellevue, Iowa submitted the low bid in the amount of $209,315.52.
This amount is 8.0% under the revised estimate of probable cost. A summary of the bid
proposals received are as follows:
Contractor Name Totat Bid
Jim Schroeder Construction, Inc. $209,315.52
Connolly Construction, Inc. $226,996.79
Pottzen Construction, Inc. $227,171.00
Tschiggfrie Excavating Co. $240,457.55
Taylor Construction, Inc. $273,817.60
RECOMMENDATION
I recommend that the contract be awarded to Jim Schroeder Construction, Inc. in the
amount of $209,315.52.
PROJECT COST -BUDGET IMPACT
The estimate of probable costs for the Louise Lane Bridge Reconstruction Project is
summarized as follows:
Construction Contract
Contingency
Right-of-Way Acquisition
Engineering Design
Project Administration
Construction Engineering & Inspection
Total Project Cost
Revised
Cost Estimate
$ 227,462.50
22,746.25
13,191.00
42,000.00
10,000.00
Bid Award
$ 209, 315.52
20,931.55
13,191.00
42,000.00
10,000.00
16,000.00 16,000.00
$ 331,399.75 $ 311,438.07
The estimate of probable costs was revised and updated to account for additional work
required for sanitary sewer, storm sewer and water main extension to provide future
service to the Monroe Avenue area.
The project funding summary is as follows:
CIP Fund Description Fund Amount
2501020 Louise Lane Bridge Reconstruction $ 311,438.07
Total Project Funding ~ 311,438.07
The Engineering Department is currently developing two (2) bridge reconstruction
projects--the Louise Lane Bridge and the Brunskill Road Bridge. Based on current cost
projections, the City does not have sufficient funding currently available to complete
both bridge projects and thus additional funding will be needed.
Staff has evaluated options which would allow one of the bridge projects to be
completed with current bridge available funding. Based on current bridge condition and
inventory rating for each structure, the Louise Lane Bridge has the lowest sufficiency
rating and would rank highest on the priority for replacement.
The option for completing the Louise Lane bridge project could be accomplished by
transferring funds from the Brunskill Road Bridge CIP to cover the projected funding gap
of $236,438.
The Louise Lane Bridge Reconstruction (CIP 2501020) will be included in the second
budget amendment in FY2009 which will transfer funds ($236,438) from the Brunskill
Road Bridge CIP to cover the projected funding gap.
In the upcoming Fiscal Year 2010 - 2014 budget, additional capital improvement funding
was programmed in FY2012 to complete the Brunskill Road Bridge project.
ACTION TO BE TAKEN
I recommend that the City Council adopt the attached resolution awarding the Louise
Lane Bridge Reconstruction Project to Jim Schroeder Construction, Inc. in the amount
of $209,315.52.
Prepared by Robert Schiesl, PE, Assistant City Engineer
cc: Jenny Larson, Budget Director
Bob Green, Water Plant Manager
Don Vogt, Public Works Director
John Klostermann, Street & Sewer Maintenance Supervisor
Dennis Waugh, IIW Engineers & Surveying, PC
RESOLUTION NO. 138-09
AWARDING PUBLIC MIPROVEMENTS CONTRACT FOR THE LOUISE LANE
BRIDGE RECONSTRUCTION PROJECT
Whereas, sealed proposals have been submitted by contractors for the Louise
Lane Bridge Reconstruction Project (the Project) pursuant to Resolution No. and
Notice to Bidders published in a newspaper published in the City of Dubuque, Iowa on
the 10t" day of April, 2009.
Whereas, said sealed proposals were opened and read on the 28t" day of April,
2009 and it has been determined that Jim Schroeder Construction, Inc. of Bellevue,
Iowa, with a bid in the amount of $209,315.52, 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 Jim
Schroeder 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 4th day of May , 2009.
Roy D. Buol, Mayor
Attest:
Jeanne F. Schneider, CMC, City Clerk
CITY OF DUBUQUE -ENGINEERING DIVISION -BID TABULATION SHEET
BID TABULATION FOR: LOUISE LANE BRIDGE RECONSTRUCTION PROJECT BID DATE: Apri128, 2009 BIDDER NAME: BIDDER NAME:
Jim Schroetler Construction, Inc. C onnolly Construct ion, Inc.
I
BID ITEM DESCRIPTION UNIT pUANTITY UN T COST ESTIMATE COST UNIT
COST TOTAL COST UNIT COST TOTAL COST
1 MOBILIZATION AND MISCELLANEOUS LS 1.0 S 8,000.00 S 8,000.00 S 18,500.00 51 8,500.00 E 25,345.00 $25,345.00
2 EROSION CONTROL LS 1.0 S 500.00 E 500.00 E 500.00 5500.00 $ 1,515.00 51,515.00
3 SAFETY CLOSURE FACH 2.0 S 500.00 S 1,000.00 $ 240.00 5480.00 $ 242.00 5484.00
4 TRAFFIC CONTROL LS 1.0 S 1;500.00 S 1,500.00 5 2,700.00 52,700.00 $ 1,515.00 51,515.00
5 STRIPPING, SALVAGING, STOCKPILING, AND SPREADING TOPSOIL CY 228.0 E 10.00 S 2,280.00 S 5.30 51,197.80 S 12.80 52,892.80
8 REMOVAL OF PAVEMENT SY 291.0 E 2.00 E 582.00 E 3.00 5873.00 E 5.00 51,455.00
7 REMOVAL OF F~(ISTING BRIDGE LS 1.0 E 10,000.00 S 10,000.00 S 3,000.00 53,000.00 E 7,200.00 57,200.00
8 REMOVAL OF GUARDRAIL LF 55.0 E 2.50 S 137.50 5 3.00 5185.00 $ 3.05 5187.75
9 SAW F~CISTING CURB TO CRFI~TE DROP CURB LF 43.0 $ 15.00 S 845.00 S 13.00 5559.00 S 12.85 5543.95
10 FJCCAVATION, CLASS 10, ROADWAY 6 BORROW CY 380.0 E 10.00 5 3,800.00 $ 8.25 52,375.00 S 9.35 53,553.00
11 EXCAVATION, CLASS 23 CV 804.0 E 15.00 S 9,080.00 S 12.00 57,248.00 $ 29.50 517,818.00
12 STRUCTURAL CONCRETE (CULVERT) CY 174.0 5 350.00 S 80,900.00 5 384.00 588,818.00 S 288.00 548,284.00
13 REINFORCING STEEL, EPOXY COATED LB 25,892.0 $ 2.00 S 51,784.00 S 0.81 520,972.52 $ 0.80 $15,535.20
14 PLOWABLE MORTAR CY 75.0 S 125.00 S 9,375.00 S 78.25 55,718.75 S 182.00 513,850.00
15 ENGINEERING FABRIC SY 178.0 5 3.00 S 528.00 S 2.25 $398.00 5 2.84 5499.84
18 REVETMENT, CLASS E, RIPRAP TON 131.0 $ 30.00 S 3,930.00 E 23.35 53,124.35 $ 28.80 53,748.80
17 GRADED STONE BASE TON 124.0 $ 15.00 S 1,880.00 S 14.70 51,822.80 5 17.30 52,145.20
18 BRIDGE APPROACH SECTION SY 108.0 S 85.00 S 7,020.00 S 152.00 578,418.00 $ 85.80 510,346.40
19 HMA, BINDER COURSE, 3/4 IN. MIX TON 85.0 $ 50.00 S 5,200.00 E 82.00 55,980.00 E 74.25 54,828.25
20 HMA, SURFACE COURSE, 1/2 IN. MIX TON 40.0 E 80.00 S 3,200.00 S 92.00 53,880.00 S 74.25 52,970.00
21 CURB AND GUTTER, P.C. CONCRETE, 2.5 FT. LF 58.0 $ 20.00 5 1,120.00 S 32.00 51,792.00 S 14.15 5792.40
22 CONCRETE OPEN RAILING, TL 4 LF 88.0 $ 50.00 S 3,300.00 S 87.00 54,422.00 E 109.15 57,203.90
23 CONCRETE BARRIER, APPROACH, RE-48 (MODIFIED) EACH 4.0 S 2,000.00 5 8,000.00 E 1,000.00 $4,000.00 E 2,250.00 $9,000.00
24 INSTALLATION OF GUARDRAIL LF 49.0 5 20.00 S 980.00 5 50.00 52,450.00 E 50.55 52,478.95
25 GUARDRAIL, END ANCHORAGE, BEAM, RE-33A EACH 2.0 $ 20.00 E 40.00 5 2,800.00 $5,200.00 5 2,827.00 55,254.OD
28 SEEDING AND FERTILIZING (URBAN) ACRES 0.2 $ 3,000.00 S 800.00 S 2,000.00 5400.00 5 3,030.00 SBOB.DO
27 MULCHING ACRES 0.2 S 1,000.00 5 200.00 5 2,000.00 5400.00 S 3,030.00 $608.00
STORM SEWER
28 SELECT TRENCH BACKFILL (STORM) LF 54.0 S 10.00 S 540.00 5 13.00 5702.00 5 14.35 $774.90
29 INTAKE, 101C FACH 1.0 S 2,400.00 E 2,400.00 5 85.00 585.00 5 2,350.00 $2,350.00
30 18" RCP, CLASS IV LF 54.0 E 50.00 $ 2,700.00 5 47.80 52,570.40 S 48.05 52,594.70
SANITARY SEWER
31 8" DIP SANITARY SEWER, CL 50/350 LF 38.0 5 35.00 E 1,280.00. S 89.80 $2,512.80 E 52.50 51,890.00
32 CONNECTION TO EXISTING SANITARY SEWER W/FLEX. COUPLING EA 1.0 S 100.00 E 100.00 S 85.00 585.00 S 325.00 3325.00
33 CONNECTION TO F~CISTING MANHOLE F~1 1.0 5 500.00 $ 500.00 E 620.00 5820.00 S 750.00 5750.00
34 SELECT TRENCH BACKFILL (SANITARY) LF 20.0 5 15.00 S 700.00 E 14.70 5294.00 S 52.00 51,040.00
35 INSULATING SEWER CROSSING LS 1.0 S 2,500.00 S 2,500.00 S 1,825.00 51,825.00 S 700.00 5700.00
WATER MAIN
38 8" DIP WATER MAIN CL 52 W7TRACER WIRE 8 POLVWRAP LF 90.0 E 50.00 S 4,500.00 S 41.85 53,788.50 S 48.40 54,358.00
37 6" DIP WATER MAIN CL 52/TRACER WIRE 8 POLYWRAP LF 57.0 E 40.00 $ 2,280.00 S 37.10 52,114.70 S 40.80 $2,314.20
38 8" DIP HYDRANT LEAD CL 50 W/TRACER WIRE & POLYWRAP LF 14.0 S 40.00 S 580.00 S 37.10 5519.40 E 52.00 5728.00
39 8" RS GATE VALVE WITH BOX EA 1.0 E 1,000.00 5 1,000.00 5 975.00 5975.00 S 1,122.00 57,122.00
40 B" RS GATE VALVE WITH BOX EA 3.0 S 800.00 $ 2,400.00 5 725.00 52,175.00 5 889.00 52,884.00
41 8" RS GATE VALVE WITH BOX, REMOVE AND RE-INSTALL EA 1.0 S 200.00 5 200.00 5 370.00 5370.00 S 800.00 5800.00
42 FIRE HYDRANT, FURNISH AND INSTALL FA 1.0 E 2,000.00 S 2,000.00 5 2,025.00 52,025.00 S 2,420.00 52.420.00
43 FIRE HYDRANT, REMOVE AND RE-INSTALL EA 1.0 S 500.00 E SOD.00 $ 825.00 5825.00 S 700.00 5700.00
44 TRACER WIRE TERMINAL BOX EA 2.0 S 100.00 5 200.00 5 55.00 5110.00 S 52.00 5164.00
45 SELECT TRENCH BACKFILL (WATER MAIN) LF 181.0 S 15.00 S 2,415.00 5 9.50 51,529.50 S 12.20 31,984.20
48 WATER MAIN OFFSET AT SEWER CROSSING (LABOR) EA 2.0 5 1,000.00 5 2,000.00 $ 800.00 51,200.00 5 1,185.00 52,370.00
47 CONNECTION TO EXISTING WATER MAIN F-A 2.0 5 500.00 5 ~ 1,000.00 E 550.00 31,100.00 S 435.00 5870.00
48 B"XB" MJ TEE (79 LBS EACH) EA 2.0 S 318.00 S 832.00 $ 292.00 $584.00 5 258.00 5516.00
49 6"X6" MJ TEE (88 LBS F~1CH) FA 1.0 S 284.00 5 284.00 S 195.00 3195.00 E 207.00 5207.00
50 8" MJ 11-1/4 DEGREE BEND (45 LBS FACH) E4 1.0 5 180.00 5 180.00 S 140.00 3140.00 $ 198.00 5799.00
51 8" MJ 90 DEGREE BEND (49 LBS FACH) FA 1.0 S 198.00 S 198.00 S 140.00 5140.00 S 189.00 5789.00
52 6" MJ 22-1/2 DEGREE BEND (31 LBS FACH) FA 4.0 S 124.00 5 488.00 S 120.00 5480.00 $ 158.25 5833.00
53 6" MJ 11-1/4 DEGREE BEND (29 LBS EACH) FA 1.0 $ 118.00 $ 118.00 § 120.00 5120.00 S 155.00 5155.00
54 8" MJ COUPLING (28 LBS FJ+CH) EA 1.0 $ 112.00 S 112.00 E 110.00 5110.00 § 183.25 5163.25
55 8"XB" PE-PE REDUCER (30 LBS F17CH) EA 1.0 $ 120.00 5 120.00 E 110.00 5110.00 S 192.00 5192.00
58 8" MJ PLUG (25 LBS FACH) FA 1.0 $ 100.00 E 100.00 S 200.00 5200.00 E 197.00 5197.00
57 MECHANICAL JOINT RESTRAINT FOR 8' DIP (MEGALUG SERIES 1108) EA 7.0 S 70.00 S 490.00 S 58.00 5392.00 E 163.00 $7,141.00
58 MECHANICAL JOINT RESTRAINT FOR 8" DIP (MEGALUG SERIES 1108) FA 31.0 5 50.00 E 1,550.00 S 7.00 5217.00 S 106.50 53,307.50
59 PUSH ON JOINT RESTRAINT FOR 8' DIP (FIELD LOK 350) F1~ 4.0 E 70.00 S 280.00 5 90.00 5360.00 $ 218.20 5884.80
80 PUSH ON JOINT RESTRAINT FOR 6" DIP (FIELD LOK 350) EA 1.0 5 50.00 S 50.00 S 75.00 575.00 S 189.00 5189 00
Construction Estimate: 5 227,062.60 eitl Total 5209,S15.b2 Bid Total 5226,996.79
BASE BID (%) OVER I UNDER (-) -8.0% -0.2
CITY OF DUBUQUE -ENGINEERING DNISION -BID TABULATION SHEET
BID TABULATION FOR: LOUISE LANE BRIDGE RECONSTRUCTION PROJECT 810 DATE. April 28, 2008 BIDDER NAME: BIDDER NAME:
Portzen Construdion, Inc. Tschggfrie Excavating Co.
I
BID ITEM DESCRIPTION UNIT pUANTITY UN T
COST ESTIMATE COST UNIT COST TOTAL COST UNIT COST TOTAL COST
1 MOBILIZATION AND MISCEUANEOUS LS 1.0 $ 8,000.00 S 6,000.00 S 10,000.00 510,000.00 S 10,700.00 510,700.00
2 EROSION CONTROL LS 1.0 $ 500.00 S 500.00 $ 500.00 $500.00 S 300.00 $300.00
3 SAFETY CLOSURE EACH 2.0 S 500.00 S 1,000.00 S 240.00 5480.00 S 240.00 5480.00
4 TRAFFIC CONTROL LS 1.D E 1,500.00 $ 1,500.00 $ 1,500.00 51,500.00 5 1,500.00 $1,500.00
5 STRIPPING, SALVAGING, STOCKPILING, AND SPREADING TOPSOIL CY 228.0 E 10.00 S 2,280.00 S 4.50 51,017.00 5 7.75 57,751.50
8 REMOVAL OF PAVEMENT SY 291.0 S 2.00 $ 582.00 S 5.50 51,800.50 $ 7.25 52,109.75
7 REMOVAL OF EXISTING BRIDGE lS 1.0 S 10,000.00 $ 10,000.00 5 5,000.00 55,000.00 5 8,001.00 $8,0(11.00
8 REMOVAL OF GUARDRAIL LF 55.0 S 2.50 5 137.50 E 10.00 $550.00 $ 3.00 5185.00
8 SAW EXISTING CURB TO CREATE DROP CURB LF 43.0 S 15.00 $ 845.00 S 3.50 $150.50 $ 11.00 5473.00
10 EXCAVATION, CLASS 10, ROADWAY 8 BORROW CY 380.0 S 10.00 $ 3,800.00 $ 6.00 52,280.00 S 12.55 $4,789.00
11 EXCAVATION, CLASS 23 CY 804.0 S 15.00 5 9,080.00 S 8.00 $3,824.00 5 10.20 58,180.80
12 STRUCTURAL CONCRETE (CULVERT) CY 174.0 S 350.00 E 80,900.00 5 500.00 $87,000.00 $ 420.20 $73,114.80
13 REINFORCING STEEL, EPOXY COATED LB 25,882.0 S 2.00 S 51,784.00 ' ' S 1.00 525,892.00 E 1.15 $29,775.80
14 PLOWABLE MORTAR CY 75.0 5 125.00 E 8,375.00 E 125.00 59,375.00 $ 97.75 57,331.25
15 ENGINEERING FABRIC SY 178.0 $ 3.00 S 528.00 5 2.50 $440.00 E 1.75 5308.00
18 REVETMENT, CLASS E, RIPRAP TON 131.0 S 30.00 $ 3,930.00 S 18.00 $2,358.00 S 24.05 $3,150.55
17 GRADED STONE BASE TON 124.0 5 15.00 S 1,880.00 E 14.00 51,738.00 $ 14.15 $1,754.60
18 BRIDGE APPROACH SECTION SY 108.0 $ 85.00 $ 7,020.00 S 95.00 510,260.00 E 185.85 $17,811.80
19 HMA, BINDER COURSE, 3/4 IN. MIX TON 65.0 $ 80.00 5 5,200.00 S 75.00 $4,875.00 E 73.50 54,777.50
20 HMA, SURFACE COURSE, 112 IN. MIX TON 40.0 E 80.00 $ 3,200.00 S 75.00 53,000.00 S 73.50 $2,940.00
21 CURB AND GUTTER, P.C. CONCRETE, 2.5 FT. LF 58.0 E 20.00 $ 1,120.00 S 18.00 5898.00 E 20.00 $1,120.00
22 CONCRETE OPEN RAILING, TL 4 LF 66.0 E 50.00 S 3,300.00 S 120.00 57,920.00 E 103.05 56,801.30
23 CONCRETE BARRIER, APPROACH, RE-48 (MODIFIED) EACH 4.0 $ 2,000.00 S B,OOD.DO S 2,000.00 58,000.00 S 1,442.60 $5,770.40
24 INSTALLATION OF GUARDRAIL lF 48.0 $ 20.00 $ 980.00 S 55.00 $2,695.00 i SO.DO $2,450.00
25 GUARDRAIL, END ANCHORAGE, BEAM, RE-33A EACH 2.0 S 20.00 $ 40.00 S 2,550.00 $5,700.00 S 2,800.00 55,200.00
28 SEEDING AND FERTILRING (URBAN) ACRES 0.2 5 3,000.00 $ 800.00 S 2,000.00 ¢100.00 S 10,000.00 52,000.00
27 MULCHING ACRES 0.2 S 1,000.00 E 200.00 $ 2.000.00 5400.00 S 1,000.00 5200.00
STORM SEWER
28 SELECT TRENCH BACKFILL (STORM) LF 54.0 S 10.00 $ 540.00 $ 14.00 5758.00 5 13.95 5753.30
29 INTAKE, 101C FACH 1.0 S 2,400.00 $ 2,400.00 $ 2,250.00 $2,250.00 $ 3,277.50 53,277.50
30 18" RCP, CLASS IV LF 54.0 S 50.00 S 2,700.00 E 40.00 52,180.00 $ 48.80 52,835.20
SANITARY SEWER
31 8" DIP SANITARY SEWER, CL 501350 LF 38.0 S 35.00 S 1,260.00 $ 45.00 51,820.00 $ 51.70 $1,881.20
32 CONNECTION TO EXISTING SANITARY SEWER W/FLEX. COUPLING EA 1.0 S 100.00 S 100.00 $ 300.00 5300.00 $ 87.80 587.80
33 CONNECTION TO EXISTING MANHOLE EA 1.0 $ 500.00 $ 500.00 $ 500.00 5500.00 $ 647.25 $847.25
34 SELECT TRENCH BACKFILL (SANITARY) LF 20.0 $ 15.00 S 300.00 $ 14.00 $280.00 S 28.70 $574.00
35 INSULATING SEWER CROSSING LS 1.0 E 2,500.00 S 2,500.00 $ 500.00 5500.00 S 0,910.70 58,910.70
WATER MAIN
38 8" DIP WATER MAIN CL 52 W/TRACER WIRE 8 POLYWRAP LF 90.0 $ SD.DD E 4,500.00 $ 40.00 53,800.00 E 42.45 53,820.50
37 6" DIP WATER MAIN CL 52lTRACER WIRE 8 POLYWRAP LF 57.0 $ 40.00 E 2,280.00 $ 35.00 51,995.00 E 37.30 52,128.10
38 8" DIP HYDRANT LEAD CL 50 W/TRACER WIRE 8 POLYWRAP LF 14.0 S 40.00 E 560.00 S 38.00 5548.00 E 44.40 5821.60
39 8" RS GATE VALVE WITH BOX EA 1.0 $ 1,000.00 S 1,000.00 E 875.00 5875.00 $ 1,091.50 $1,091.50
40 8" RS GATE VALVE WITH BOX F.4 3.0 S 800.00 S 2,400.00 S 775.00 52,325.00 S 939.25 $2,817.75
41 6" RS GATE VALVE WITH BOX, REMOVE AND RE-INSTALL EA 1.0 $ 200.00 S 200.00 E 400.00 5400.00 S 475.35 $475.35
42 FIRE HYDRANT, FURNISH AND INSTALL EA 1.0 S 2,000.00 S 2.000.00 S 2,200.00 52,200.00 S 2,830.70 52,830.70
43 FIRE HYDRANT, REMOVE AND RE-INSTALL EA 1.0 $ 500.00 S 500.00 $ 750.00 5750.00 S 1,188.40 $1,188.40
44 TRACER WIRE TERMINAL BOX EA 2.0 S 100,00 S 200.00 $ 50.00 5100.00 S 100.25 $200.50
45 SELECT TRENCH BACKFILL (WATER MAIN) LF 181.0 $ 15.00 S 2,415.00 E 10.00 51,610.00 S 10.55 $1,698.55
46 WATER MAIN OFFSET AT SEWER CROSSING (LABOR) EA 2.0 $ 1,000.00 $ 2,000.00 $ 500.00 E1,OOD.OO S 950.70 $1,901.40
47 CONNECTION TO EXISTING WATER MAIN EA 2.0 $ 500.00 $ 1,000.00 S 500.00 51,000.00 $ 848.60 57,297.20
48 8"XB" MJ TEE (79 LBS EACH) EA 2.0 S 310.00 $ 632.00 $ 320.00 5840.00 $ 224.50 $449.00
48 8"XB" MJ TEE (86 LBS EACH) EA 1.0 5 284.00 E 284.00 5 250.00 5250.00 S 193.00 $193.00
50 8" MJ 11-1/4 DEGREE BEND (45 LBS EACH) EA 1.0 S 180.00 $ 180.00 S 200.00 5200.00 S 152.50 $152.50
51 6" MJ 90 DEGREE BEND (49 LBS EACH) EA 1.0 S 188.00 $ 196.00 $ 175.00 5175.00 $ 155.50 $155.50
52 6" MJ 22-1/2 DEGREE BEND (31 LBS EACH) EA 4.0 S 124.00 $ 498.00 5 150 00 5600.00 $ 118.50 5474.00
53 B' MJ 11-1/4 DEGREE BEND (29 LBS EACH) EA 1.0 S 118.00 $ 118.00 5 150.00 $150.00 $ 120.50 5120.50
54 8" MJ COUPLING (28 LBS EACH) EA 1.0 $ 112.00 E 112.00 $ 150.00 $150.00 $ 130.00 $130.00
55 8"X8" PE-PE REDUCER (30 LBS EACH) EA 1.0 5 120.00 $ 120.00 S 175.00 5775.00 $ 129.00 $129.00
58 8" MJ PLUG (25 LBS EACH) EA 1.0 5 100.00 $ 100.00 S 160.00 5180.00 5 138.00 5736.00
57 MECHANICAL JOINT RESTRAINT FOR 8" DIP (MEGALUG SERIES 1108) EA 7.0 S 70.00 $ 490.00 S 55.00 $385.00 5 72.00 5504.00
58 MECHANICAL JOINT RESTRAINT FOR 8" DIP (MEGALUG SERIES 1108) EA 31.0 E 50.00 $ 1,550.00 S 45.00 51,385.00 S 82.50 $1,937.50
59 PUSH ON JOINT RESTRAINT FOR 8" DIP (FIELD LOK 350) EA 4.0 E 70.00 $ 280.00 S 100.00 $400.00 S 92.00 $388.00
60 PUSH ON JOINT RESTRAINT FOR 8" DIP (FIELD LOK 350) EA 1.0 S 50.00 5 50.00 $ 75.00 575.00 S 78.00 $76.00
Construction Estimate: S 227,462.50 Bitl Total 5227,171.00 Bitl Total 5240,457.56
BASE BID (%) OVER /UNDER (-) -0.1 % 5.7%
CITY OF DUBUQUE -ENGINEERING DIVISION -BID TABULATION SHEET
BID TABULATION FOR: LOUISE LANE BRIDGE RECONSTRUCTION PROJECT BID DATE. April 28, 2009 BIDDER NAME:
Taylor Construction, Inc.
I ES
TE D
BID ITEM DESCRIPTION UNIT pUANTITY COST
UN T COST UNIT COST TOTAL
COST
1 MOBILIZATION AND MISCELLANEOUS LS 1.0 $ 6,000.00 $ 6,000.00 $ 25,000.00 $25,000.00
2 EROSION CONTROL LS 1.0 $ 500.00 $ 500.00 $ 3,500.00 $3,500.00
3 SAFETY CLOSURE EACH 2.0 $ 500.00 $ 1,000.00 $ 240.00 $480.00
4 TRAFFIC CONTROL LS 1.0 $ 1,500.00 $ 1,500.00 $ 1,500.00 $1,500.00
5 STRIPPING, SALVAGING, STOCKPILING, AND SPREADING TOPSOIL CY 226.0 $ 10.00 $ 2,260.00 $ 13.80 $3,118.80
6 REMOVAL OF PAVEMENT SY 291.0 $ 2.00 $ 582.00 $ 3.90 $1,134.90
7 REMOVAL OF EXISTING BRIDGE LS 1.0 $ 10,000.00 $ 10,000.00 $ 7,000.00 $7,000.00
8 REMOVAL OF GUARDRAIL LF 55.0 $ 2.50 $ 137.50 $ 3.00 $165.00
9 SAW EXISTING CURB TO CREATE DROP CURB LF 43.0 $ 15.00 $ 645.00 $ 30.00 $1,290.00
10 EXCAVATION, CLASS 10 ROADWAY & BORROW CY 380.0 $ 10.00 $ 3,800.00 $ 12.75 $4,845.00
11 EXCAVATION, CLASS 23 CY 604.0 $ 15.00 $ 9,060.00 $ 20.00 $12,080.00
12 STRUCTURAL CONCRETE (CULVERT) CY 174.0 $ 350.00 $ 60,900.00 $ 450.00 $78,300.00
13 REINFORCING STEEL, EPOXY COATED lB 25,892.0 $ 2.00 $ 51,784.00 $ 1.00 $25,892.00
14 PLOWABLE MORTAR CY 75.0 $ 125.00 $ 9,375.00 $ 110.00 $8,250.00
15 ENGINEERING FABRIC SY 176.0 $ 3.00 $ 528.00 $ 3.00 $528.00
16 REVETMENT, CLASS E, RIPRAP TON 131 0 $ 30.00 $ 3,930.00 $ 30.00 $3,930.00
17 GRADED STONE BASE TON 124.0 $ 15.00 $ 1,860.00 $ 50.00 $6,200,00
18 BRIDGE APPROACH SECTION SY 108.0 $ 65.00 $ 7,020.00 $ 155.00 $16,740.00
19 HMA, BINDER COURSE, 3/4 IN. MIX TON 65.0 $ 80.00 $ 5,200.00 $ 73.48 $4,776.20
20 HMA, SURFACE COURSE, 1/2 IN. MIX TON 40.0 $ 80.00 $ 3,200.00 $ 73.48 $2,939.20
21 CURB AND GUTTER, P.C. CONCRETE, 2.5 FT. LF 56.0 $ 20.00 $ 1,120.00 $ 80.00 $4,480.00
22 CONCRETE OPEN RAILING, TL 4 LF 66.0 $ 50.00 $ 3,300.00 $ 85.00 $5,610.00
23 CONCRETE BARRIER, APPROACH, RE136 (MODIFIED) EACH 4.0 $ 2,000.00 $ 8,000.00 $ 3,000.00 $12,000.00
24 INSTALLATION OF GUARDRAIL LF 49.0 $ 20.00 $ 980.00 $ 50.00 $2,450.00
25 GUARDRAIL, END ANCHORAGE, BEAM, RE-33A EACH 2.0 $ 20.00 $ 40.00 $ 2,600.00 $5,200.00
26 SEEDING AND FERTILIZING (URBAN) ACRES 0 2 $ 3,000.00 $ 600.00 $ 6,000.00 $1,200.00
27 MULCHING ACRES D.2 $ 1,000.00 $ 200.00 $ 6,000.00 $1,200.00
STORM SEWER
28 SELECT TRENCH BACKFILL (STORM) LF 54.0 $ 10.00 $ 540.00 $ 12.00 $648.00
29 INTAKE 101C EACH 1.0 $ 2,400.00 $ 2,400.00 $ 2,500.00 $2,500.00
CLASS IV
30 18" RCP LF 54.0 $ 50.00 $ 2,700.00 $ 70.00 $3,760.00
,
SANITARY SEWER
31 8" DIP SANITARY SEWER, CL 50!350 LF 36.0 $ 35.00 $ 1,260.00 $ 45.00 $1,620.00
32 CONNECTION TO EXISTING SANITARY SEWER W/FLEX. COUPLING EA 1.0 $ 100.00 $ 100.00 $ 175.00 $175.00
33 CONNECTION TO EXISTING MANHOLE EA 1 D $ SOO.DO $ 500.00 $ 475.00 $475.00
34 SELECT TRENCH BACKFILL (SANITARY) LF 20.0 $ 15.00 $ 300.00 $ 8.50 $170.00
35 INSULATING SEWER CROSSING LS 1.0 $ 2,500.00 $ 2,500.00 $ 6,000.00 $6,000.00
WATER MAIN
36 8" DIP WATER MAIN CL 52 WffRACER WIRE & POLYWRAP LF 90.0 $ 50.00 $ 4,500.00 $ 35.00 $3,150.00
37 6"DIP WATER MAIN CL 52/TRACER WIRE 8 POLYWRAP LF 57 0 $ 40.00 $ 2,280.00 $ 32.00 $1,824.00
38 6"DIP HYDRANT LEAD CL 50 WITRACER WIRE & POLYWRAP LF 14.0 $ 40.00 $ 560.00 $ 32.00 $448.00
39 6" RS GATE VALVE WITH BOX EA 1.0 $ 1,000.00 $ 1,000.00 $ 815.00 $815.00
40 6" RS GATE VALVE WITH BOX EA 3.0 $ 800.00 $ 2,400.00 $ 675.00 $2,025.00
41 6" RS GATE VALVE WITH BOX, REMOVE AND RE-INSTALL EA 1.0 $ 200.00 $ 200.00 $ 650.00 $650.00
42 FIRE HYDRANT FURNISH AND INSTALL EA 1.0 $ 2,000.00 $ 2,000.00 $ 2,150.00 $2,150.00
43 FIRE HYDRANT, REMOVE AND RE-INSTALL EA 1.0 $ 500.00 $ 500.00 $ 690.00 $690.00
44 TRACER WIRE TERMINAL BOX EA 2.0 $ 100.00 $ 200.00 $ 30.00 $60.00
45 SELECT TRENCH BACKFILL (WATER MAIN) LF 161.0 $ 15.00 $ 2,415.00 $ 8.50 $1,368.50
46 WATER MAIN OFFSET AT SEWER CROSSING (LABOR) EA 2.0 $ 1,000.00 $ 2,000.00 $ 450.00 $900.00
47 CONNECTION TO EXISTING WATER MAIN EA 2.0 $ 500.00 $ 1,000.00 $ 400.00 $800.00
48 8"X6" MJ TEE (79 LBS EACH) EA 2.0 $ 316.00 $ 632.00 $ 200.00 $400.00
49 6"X6" MJ TEE (66 LBS EACH) EA 1.0 $ 264.00 $ 264.00 $ 165.00 $165.00
50 8" MJ 11-1l4 DEGREE BEND (45 LBS EACH) EA 1 0 $ 180.00 $ 180.00 $ 153.00 $153.00
51 6" MJ 90 DEGREE BEND (49 LBS EACH) EA 1 0 $ 196.00 $ 196.00 $ 130.00 $130.00
52 6" MJ 22-112 DEGREE BEND (31 LBS EACH) EA 4.0 $ 124.00 $ 496.00 $ 110.00 $440.00
53 6" MJ 11-114 DEGREE BEND (29 LBS EACH) EA 1 0 $ 116.00 $ 116.00 $ 112.00 $112.00
54 6" MJ COUPLING (28 LBS EACH) EA 1.0 $ 112.00 $ 112.00 $ 120.00 $120.00
55 8"X6" PE-PE REDUCER (30 LBS EACH) EA 1 0 $ 120.00 $ 120.00 $ 120.00 $120.00
56 8" MJ PLUG (25 LBS EACH) EA 1,0 $ 100.00 $ 100.00 $ 120.00 $120.00
57 MECHANICAL JOINT RESTRAINT FOR 8" DIP (MEGALUG SERIES 1108) EA 7.0 $ 70.00 $ 490.00 $ 50.00 $350.00
SB MECHANICAL JOINT RESTRAINT FOR 6" DIP (MEGALUG SERIES 1106) EA 31.0 $ 50.00 $ 1,550.00 $ 40.00 $1,240.00
59 PUSH ON JOINT RESTRAINT FOR 8" DIP (FIELD LOK 350) EA 4.0 $ 70.00 $ 280.00 $ 85.00 $340.00
60 PUSH ON JOINT RESTRAINT FOR 6" DIP (FIELD LOK 350) EA 1 0 $ 50.00 $ 50.00 $ 70.00 $70.00
Constr uction Estimate: $ 227,462.50 Bid Total 5273 817.80
BASE BID (%) OVER /UNDER (-) 20.4