Rush Street Reconstruction AwardTHE CTI"Y OF
DuB ~ E
Masterpiece on the Mississippi
MEMORANDUM
n o
May 15, 2007 C7~ m ~'3
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cal xs• ! Tl
TO: The Honorable Mayor and City Council Members ~ ~ w
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FROM: Michael C. Van Milligen, City Manager ~ o
SUBJECT: Rush Street Reconstruction Project -Bryant Street to Villa Street
CIP 3001953 -Fiscal Year 2008 Street Construction Program
Sealed bids were received for the Rush Street Reconstruction Project -Bryant Street to
Villa Street. City Engineer Gus Psihoyos recommends award of the contract to the low
bidder, Horsfield Construction, Inc., in the amount of $1,657,853.10, which is 3.52%
under the engineer's estimate of probable cost.
I concur with the recommendation and respectfully request Mayor and City Council
approval.
~~~ V
~~
Michael C. Van Milligen
MCVM/jh
Attachment
cc: Barry Lindahl, City Attorney
Cindy Steinhauser, Assistant City Manager
Gus Psihoyos, City Engineer
"I'HE CITY OF
DUB E
Masterpiece on tl~le Mississippi
MEMORANDUM
May 14, 2007
TO: Michael C. Van Milligen, City Manage
FROM: Gus Psihoyos, City Engineer
SUBJECT: Rush Street Reconstruction Project -Bryant Street to Villa Street
CIP 3001953 -Fiscal Year 2008 Street Construction Program
INTRODUCTION
The enclosed resolutions authorize the award of the construction contract for the Rush
Street Reconstruction Project -Bryant Street to Villa Street.
BACKGROUND
The Rush Street Reconstruction Project -Bryant Street to Villa Street will provide for the
reconstruction of underground utilities, roadway sub-base and the construction of a new 37-
foot wide concrete roadway between Bryant Street and Villa Street.
The project will incorporate upgrades to the existing sanitary sewer system that include:
the complete reconstruction of approximately 3,065 lineal feet of 8-inch mainline sewer; the
reconstruction of 13 deteriorated brick manholes; and the replacement of 73 private
sanitary sewer laterals. The cost for the individual sanitary sewer lateral replacements will
be assessed to each respective private property owner.
The project will also include the reconstruction of approximately 4,000 lineal feet of
watermain, mainline valves, fire hydrants, and the replacement of 23 lead residential water
services. The cost of the individual lead residential water service replacements will be
assessed to each respective private property owner.
The project also provides for the construction of approximately 2,425 lineal feet of new
storm sewer and 28 catch basins to improve the storm water conveyance in the area; the
installation of fiber optics and telecommunications conduit infrastructure; and the
replacement of existing sidewalks along both sides of Rush Street.
City staff met with the City Forester on this project to discuss the condition and impact to
the existing City trees within the project corridor. There are a total of four mature trees in
this corridor. Both the engineering department and City Forester agree that a total of three
mature trees will need to be removed because of the proposed curb and gutter location.
BID RESULTS
Sealed bids were received on the project on May 10, 2007. Horsfield Construction, Inc., of
Epworth, Iowa, submitted the low bid in the amount of $1,657,853.10. This amount is
3.52% under the engineer's estimate of probable cost. A summary of the bid proposals
received are as follows:
Contractor Name Total Bid
Horsfield Construction, Inc. $1,657,853.10
Tschiggfrie Excavating $1,745,047.87
Portzen Construction, Inc. $1,789,529.50
RECOMMENDATION
I recommend that the contract be awarded to Horsfield Construction, Inc. in the amount of
$1,657,853.10.
PROJECT COST -BUDGET IMPACT
The estimate of probable costs for the Rush Street Reconstruction Project -Bryant Street
to Villa Street is summarized as follows:
Cost Estimate
Construction Contract $1,717,490.90
Contingency 171,749.09
Construction Engineering & Inspection 283,386.00
$ 2,172,625.99
The estimated project category costs are as follows:
Cost Summary/Description
Street Construction Improvements
Special Assessment -Street Improvement, Residential Properties
Special Assessment -Street Improvement, Commercial Properties
Special Assessment -Street Improvement Deficiency, Paid by the City
Special Assessment -Water Services, Residential Properties
Special Assessment -Sanitary Sewer Lateral, Residential Properties
Special Assessment -Concrete Sidewalk, Residential Properties
Watermain Improvements
Sanitary Sewer Improvements
Storm Sewer Improvements
Fiber Optic Conduit
Total Project Cost
Rirl ~warrl
$1,657,853.10
171,749.09
283,386.00
$2,112,988.19
Amount
$1,197,124.75
125,831.37
46,482.75
1,178.88
40,716.74
90,827.95
4,063.81
217,121.89
159, 541.61
122,295.14
107,803.30
$2,112,988.19
The project funding summary is as follows:
CIP No. Fund Description
3001953 Street Construction Program
Special Assessment -Funding Total
7401405 Watermain Replacement Program
7101638 Street Program Related Sanitary Sewer Improvements
7201914 Rush Street (Bryant to Villa) Storm Sewer Improvements
1021017 Fiber Optic Conduit -Paving Projects
1021609 Fiber Optic Conduit -Private Subdivisions & Misc Projects
Total Project Funding
Fund Amount
$1,198, 303.63
307,922.62
217,121.89
159, 541.61
122,295.14
57,163.75
50,639.55
$2,112,988.19
The Rush Street Reconstruction Project -Bryant Street to Villa Street will be funded
through the annual capital improvement project appropriation of City funds as noted above
in the amount of $1,805,065.57. The project, as outlined, will require Special Assessments
in the amount of $307,922.62 and expenditure from the FY 2008 Annual Street
Construction Program (Funded through Local Option Sales Tax) in the amount of
$1,198,303.63.
ACTION TO BE TAKEN
I recommend that the City Council adopt the attached resolution awarding the Rush Street
Reconstruction Project -Bryant Street to Villa Street to Horsfield Construction, Inc. in the
amount of $1,657,853.10.
Prepared by: Greg Doeden, Civil Engineer
cc: Jenny Larson, Budget Director
Don Vogt, Public Works Director
John Klostermann, Public Works
Bob Green, Water Plant Manager
Bob Schiesl, Assistant City Engineer
Deron Muehring, Civil Engineer
Dave Ness, Civil Engineer
Jon Dienst, Civil Engineer
RESOLUTION NO. 305-07
AWAf2DING PUBLIC IMPROVEMENT CONTRACT fOR THE RUSH STREET
RECONSTRUCTION PROJECT - BRYANT STREET TO VILLA STREET
Whereas, sealed proposals have been submitted by contractors for the 'Rush
Street Reconstruction -Bryant Street to Villa Street (the Project) pursuant to t~esolution
No. 217-07 and Notice to Bidders published in a newspaper published in the City of
Dubuque, Iowa on the 20th day of April, 2007.
Whereas, said sealed proposals were opened and read on the 10th Clay of May,
2007 and it has been determined that Horsfield Construction, Inc. of Epworth, Iowa, with
a bide in the amount of $1,857,853.1.0, is the lowest responsive, responsible bidder for
the Project.
NOW THEh~EFOftE, 8E IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF DUBUQUE, IOWA:
That a Public Improvement Contract for tfie Project is hereby awarded to
Horsfield 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 21st day of May, 2007.
Roy D. Buol, Mayor
Attest:
Kevi S. Firnstahl, Assistant City Clerk
CITY OF DUBUQUE -ENGINEERING DIVISION -BID TABULATION SHEET
BID TABULATION FOR: RUSH STREET (BRYANT-VILLA) RECONSTRUCTION BID DATE: May 10, 2007 BIDDER: Horsfield Construction BIDDER: Tschiggfrie Excavating BIDDER: Portzen Construction
UNIT I ES
TE
BID ITEM DESCRIPTION QUANTITY UN T
COST COST UNIT COST TOTAL COST
BASE BID:
i, :DEMOIJ710Nd~REMOVAL _.. .
1 Clearing 8 Grubbing, Inch Diameter ID 90 $ 22.00 $ 1,980.00 $18.00 $1,620.00
2 Remove Pavement SV 240 $ 5.00 $ 1,200.00 $5.00 $1,200.00
3 Remove Curb 8 Gutter LF 6,460 $ 2.00 $ 12,920.00 $2.00 $12,920.00
4 Abandon Existing Pipe CY 35.1 $ 100.00 $ 3,510.00 $100.00 $3,510.00
5 Remove Existing Manhole Each 27 $ 250.00 $ 6,750.00 $250.00 $6,750.00
6 Remove Existing Stonn Intake Each 22 $ 250.00 $ 5,500.00 $250.00 $5,500.00
7 Remove, Salvage and Replace Brick Pavers SF 160 $ 5.00 $ 800.00 $10.00 $1,600.00
EXCAVA710N 8 STONE
8 Excavation, UnGassified CY 10,755 $ 5.00 $ 53,775.00 $5.00 $53,775.00
9 Excavation, Rock CY 40 $ 100.00 $ 4,000.00 $75.00 $3,000.00
10 Backfill, Limestone Ton 23,700 $ 5.00 $ 118,500.00 $4.60 $109,020.00
11 Backfill, Topsoil SY 3,190 $ 3.50 $ 11 165.00 $6.00 $19,140.00
12 Grenular Sub-Base Ton 3,160 $ 12.00 $ 37,920.00 $12.50 $39,500.00
13 Graded Stone Base Ton 1,045 $ 11.00 $ 11,495.00 $11.20 $11,704.00
14 3" Crushed Stone Base Ton 11,375 $ 10.00 $ 113,750.00 $11.00 $125,125.00
15 Trench Stabilization Stone Ton 200 $ 10.00 $ 2,000.00 $16.00 $3,200.00
PAVEMENT -
16 PC Concrete Pavement, (7") w/Integral Curb, Class "C" SY 13,760 $ 27.50 $
17 HMA 300k Surtace Course, 1/2" (PG 64-22) Ton 110 $ 100.00 $
18 Fixture Adjustment EA 48 $ 150.00 $
19 PC Concrete Driveway, 6", Remove 8 Construct SV 800 $ 32.00 $
20 PC Concrete Sidewalk, 4", Construct SF 995 $ 3.00 $
21 PC Concrete Sidewalk, 4", Remove 8 Construct SF 18,085 $ 3.00 $
22 PC Concrete Sidewalk, 6", Construct SF 65 $ 3.50 $
23 pC Concrete Sidewalk, 6", Remove 8 Construct SF 8,640 $ 3.50 $
24 PC Concrete Sidewalk, Exposed Aggregate, 6", Remove 8 Construct SF 86 $ 5.00 $
25 PC Concrete Curb and Gutter, 2.5', ConsWct LF 165 $ 15.00 $
26 PC Concrete Steps, Remove 8 Construct LF 85 $ 25.00 $
27 PC Concrete Access Ramp, DeteIXable Each 23 $ 120.00 $
28 6" Subdrain, Perforated Plastic Drain Tile LF 6,350 $ 8.00 $
29 Reinforcing Steel, #4 Epoxy Coated, Furnish and Install LF 500 $ 1.50 $
STORM SEWER
30 Intake 101-B Each 24 $ 1,500.00
31 Intake 101-B, Special Each 2 $ 1,700.00
32 Intake 104-8 Each 2 $ 2,500.00
33 ReconsUuct, Intake 101-8
34 Manhole 48" Diameter, Complete Each
Each 2
7 $
$ 800.00
1,750.00
35 12" PVC, Schedule 40 w./22 1/2 Degree 12" Bend LS 1 $ 1,880.10
36 Manhole 72" Diameter, Complete Each 3 $ 3,000.00
37 Storm Sewer, 15" RCP, CL III LF 1,135 $ 25.00
38 Stortn Sewer, 18" RCP, CL III LF 225 $ 32.00
39 Stortn Sewer, 21" RCP, CL III LF 884.5 $ 36.00
40 Storm Sewer, 30" RCP, CL III LF 134.5 $ 50.00
41 Stonn Water Curb Opening Neenah R-3262-3 Each 14 $ 100.00
42 Existing Drain Tile Connection to InIeUCurb Opening Each 14 $ 90.00
400.00 $26.55 $365,328.00
000.00 $100.00 $11,000.00
200.00 $150.00 $7,200.00
600.00 $32.50 $26,000.00
985.00 $2.50 $2,487.50
255.00 $3.00 $54,255.00
227.50 $3.00 $195.00
240.00 $3.50 $30,240.00
430.00 $7.00 $602.00
475.00 $13.00 $2,145.00
125.00 $20.00 $1,700.00
760.00 $150.00 $3,450.00
.800.00 $8.50 $53,975.00
750.00 $1.00 $500.00
36,000.00 $1,500.00 $36,000.00
3,400.00 $2,000.00 $4,000.00
5,000.00 $2,500.00 $5,000.00
1,600.00 $1,300.00 $2600.00
12,250.00 $1,800.00 $12,600.00
1,880.10 $500.00 $500.00
9,000.00 $2,500.00 $7,500.00
28,375.00 $26.50 $30,077.50
7,200.00 $34.00 $7,650.00
31,842.00 $35.00 $30,957.50
6,725.00 $46.00 $6,187.00
1,400.00 $86.00 $1,204.00
1,260.00 $120.00 $1,680.00
UNIT COST TOTAL COST
$10.00 $900.00
$4.60 $1,104.00
$1.95 $12,597.00
$91.35 $3,206.39
$324.95 $8,773.65
$218.85 $4,814.70
$10.00 $1,600.00
$5.25 $56,463.75
$100.00 $4,000.00
$5.40 $127,980.00
$3.30 $10,527.00
$12.40 $39,184.00
$11.05 $11,547.25
$11.30 $128,537.50
$13.45 $2,690.00
$26.45 $363,952.00
$108.50 $11,935.00
$321.05 $15,410.40
$34.40 $27,520.00
$3.65 $3,631.75
$3.75 $67,818.75
$5.55 $360.75
$3.95 $34,128.00
$8.80 $756.80
$14.20 $2,343.00
$51.65 $4,390.25
$156.25 $3,593.75
$8.20 $52,070.00
$1.45 $725.00
$1,592.20 $38,212.80
$2,389.40
$3,461.90 $4,778.80
$6,923.80
$786.40 $1,572.80
$1,603.80
$1,060.10 $11,226.60
$1,080.10
$2,979.45
$31.00 $8,938.35
$35,185.00
$32.45 $7,301.25
$38.80 $34,318.60
$48.95
$98.65 $6,583.78
$1,381.10
$47.25 $661.50
UNIT COST TOTAL COST
$25.00 $2,250.00
$6.50 $1,560.00
$2.00 $12 920.00
$95.00 $3,334.50
$300.00 $8,100.00
$250.00 $5,500.00
$10.50 $1,680.00
$6.50 $69 907.50
$100.00
$5.50 $4,000.00
$130,350.00
$5.00 $15,950.00
$12.75 $40,290.00
$15.00 $15,675.00
$10.75 $122,281.25
$12.00 $2,400.00
$26.40 $363,264.00
$110.00 $12,100.00
$200.00 $9,600.00
$39.00 $31,200.00
$3.50 $3,482.50
$3.75 $67,818.75
$3.90 $253.50
$4.25 $36,720.00
$6.50 $559.00
$22.00 $3,630.00
$50.00 $4,250.00
$150.00 $3,450.00
$9.00 $57,150.00
$0.50 $250.00
$1,650.00 $39,600.00
$2,100.00 $4,200.00
$2,400.00 $4,800.00
$1,200.00 $2,400.00
$2,500.00
$900.00 $17,500.00
$900.00
~ $3,200.00 $9,600.00
$30.00
$32.00 $34,050.00
$7,200.00
$34.00 $30,073.00
$48.00 $6,456.00
$110.00 $1,540.00
$100.00 $1,400.00
Bid Tabulation Sheet 1 of 3
CITY OF DUBUQUE -ENGINEERING DIVISION -BID TABULATION SHEET
BID TABULATION FOR' RUSH STREET )BRYANT-VILLA) RECONSTRUCTION BID DATE: May 10, 2007 BIDDER: Horsfield Construction BIDDER: Tschiggfrie Excavating BIDDER: Portzen Construction
UNIT I I TE
E
BID ITEM DESCRIPTION NTITV
OUA UN T
COST COST UNIT COST TOTAL COST
BASE BID:
SANITARY SEWER
43 6" PVC w./Bedding LF 40 $ 30.00
44 8" PVC w.Bedding LF 3,170 $ 28.25
45 48" Diameter Manhole Base Each 13 $ 380.00
46 48" Diameter Manhole Sidewall VF 91.2 $ 100.00
47 48" Diameter Drop Manhole Sidewall VF 36.5 $ 110.00
48 Manhole Frame & Cover Each 13 $ 310.00
49 4" PVC Lateral w./Bedding LF 2,070 $ 28.50
50 8"x4" PVC Wye Each 69 $ 80.00
51 8"x6" PVC Wye Each 1 $ 100.00
52 8"x8" PVC Wye Each 1 $ 120.00
53 8"x6" PVC Eccentric Reducer Each 3 $ 100.00
54 Locate Existing Lateral/Exploration Each 71 $ 145.00
WATER MAIN
55 4" DIP, Class 52 w.IPolywrap LF 60 $ 40.00 $
56 6" DIP, Class 52 w./Polywrap LF 4,000 $ 40.00 $
57 4" Mega lug MJ Each 4 $ 50.00 $
58 6" Mega Lug MJ Each 70 $ 60.00 $
59 6" Bend MJ x MJ Each 15 $ 200.00 $
60 6"x4" Reducer Each 4 $ 250.00 $
61 4" Valve MJ w/Box Each 1 $ 850.00 $
62 6" Valve MJ w/Box
63 6"x6"x4" Anchoring Tee MJ Each
Each 25
1 $
$ 850.00 $
300.00 $
64 6"x6"x6" Anchoring Tee MJ Each 15 $ 300.00 $
65 4" -441 Sleeve Each 1 $ 250.00 $
66 6" -441 Sleeve Each 5 $ 250.00 $
67 Hydrant MJ Each 8 $ 2,000.00 $
68 Tracer Wire Access Box Each 8 $ 35.00 $
69 Copper Tracer Wire LF 4,100 $ 0.25 $
70 3/4" Copper Service Line TYPE K LF 750 $ 30.00 $
71 1"Copper Service Line TYPE K LF 40 $ 30.00 $
72 1 1/4" Copper Service Line TYPE K LF 6 $ 30.00 $
73 Water Service Lines Stop Box, Curb Stop, Tap Installation 3/4" Each 23 $ 682.05 $
74 3/4" Copper Service Reconnect Each 47 $ 300.00 $
75 1" CoDPer Service Reconnect Each 4 $ 500.00 $
76 1 1/4" Copper Service Rewnnect Each 1 $ 500.00 $
77 Insulation Board, 2-Inch SY 50 $ 5.00 $
FlBER OPTICS
78 Conduit, 4" PVC Sch 40 w/irace Wire LF 410 $ 9.75 $
79 Conduit, 4" PVC Sch 40 w/Trace Wire (with 4-1" HDPE Inside) LF 3,625 $ 11.75 $
80 Fiber Optics Junction Vault, Precast Concrete, Depth 2' Each 18 $ 2,220.00 $
81 Fiber Optics Junction Vault, Precast Concrete, Depth 3' Each 1 $ 2,220.00 $
200.00 $35.00 $1,400.00
552.50 $25.40 $80,518.00
94000 $790.00 $10,270.00
120.00 $98.00 $8,937.60
015.00 $115.00 $4,197.50
030.00 $262.00 $3,406.00
995.00 $31.45 $65,101.50
520.00 $180.00 $12,420.00
100.00 $190.00 $190.00
120.00 $200.00 $200.00
300.00 $210.00 $630.00
295.00 $150.00 $10,650.00
200.00
280.00
1.025.00
500.00
250.00
$25.50 $2,040.00
$26.00
$30.00 $104,000.00
$120.00
$50.00 $3,500.00
$190.00 $2,850.00
$180.00 $720.00
$590.00 $590.00
$650.00 $16,250.00
$285.00 $285.00
$340.00 $5,100.00
$235.00 $235.00
$250.00 $1,250.00
$2,490.00 $19,920.00
$100.00 $800.00
$0.15 $615.00
$21.40 $16,050.00
$35.00
$50.00 $1,400.00
$300.00
$500.00 $11,500.00
$300.00 $14,100.00
$325.00 $1,300.00
$400.00 $400.00
$10.00 $500.00
$9.50 $3,895.00
$11.40 $41,325.00
$2,100.00 $37,800.00
$2,200.00 $2,200.00
UNIT COST TOTAL COST
$22.00 $880.00
$22.70 $71,959.00
$408.00 $5,304.00
$82.80 $7,551.36
$87.80 $3,204.70
$275.00
$28.00 $3,575.00
$57,960.00
$55.00 $3,795.00
$100.00 $100.00
$100.00
$100.00 $100.00
$300.00
$165.00 $11,715.00
$39.10 $3,128.00
$32.10 $128,400.00
$24.65 $98.60
$27.65 $1,935.50
$109.00
$99.00 $1,635.00
$396.00
$492.00 $492.00
$619.00 $15,475.00
$159.25 $159.25
$215.25 $3,228.75
$180.25
$198.25 $180.25
$991.25
$2,247.50 $17,980.00
$61.15 $489.20
$0.15 $615.00
$26.00 $19,500.00
$28.00 $1,120.00
$37.20 $223.20
$463.40 $10,658.20
$397.50
$422.50 $18,682.50
$1,690.00
$597.50
$8.35 $597.50
$417.50
$15.00 $6,150.00
$17.00 $61,625.00
$2,250.00 $40,500.00
$2,500.00 $2,500.00
UNIT COST TOTAL COST
$36.00 $1,440.00
$30.00 $95,100.00
$450.00 $5,850.00
' $710.00 $10,032.00
$135.00 $4,927.50
$325.00 $4,225.00
$32.00 $66,240.00
$110.00 $7,590.00
$140.00 $140.00
$160.00 $160.00
$150.00 $450.00
$210.00 $14,910.00
$30.00 $2,400.00
$28.00 $112,000.00
$45.00 $180.00
$42.00 $2,940.00
$145.00 $2,175.00
$125.00 $500.00
$550.00 $550.00
$600.00 $15,000.00
$175.00 $175.00
$230.00 $3,450.00
$150.00 $150.00
$160.00 $800.00
$1,650.00 $14,800.00
$110.00 5880.00
$0.25 $1,025.00
$23.00 $17,250.00
$26.00 $1,040.00
$29.00 $174.00
$550.00 $12,650.00
$475.00 $22,325.00
$525.00 $2,100.00
$600.00 $600.00
$9.00 $450.00
$9.60 $3,936.00
$11.50 $41,687.50
$2,000.00 $36,000.00
$2,000.00 $2,000.00
Bid Tabulation Sheet 2 of 3
CITY OF DUBUQUE -ENGINEERING DNISION -BID TABULATION SHEET
BID TABULATION FOR: RUSH STREET (BRYANT-VILLA) RECONSTRUCTION BID DATE: May 10, 2007 BIDDER: Horsfleld Construction BIDDER: Tachiggfrie Excavating BIDDER: Portzen Construction
BID ITEM DESCRIPTION UNIT OUAINTITY UN TI COST E COSTTE UNIT COST TOTAL COST
BASE BID:
MISCELLANEOUS
82 Sawcut, Concrete
LF
1,000
$ 2.50
$
2,500.00
$3.00
$3,000.00
83 Sawcut, Asphalt LF 300 $ 2.60 $ 780.00 $3.00 $900.00
84 Remove and Replace w./New Hand Railing LF 100 $ 45.00 $ 4,500.00 $35.00 $3,500.00
85 Sod SY 3,190 $ 5.00 $ 15,950.00 $5.50 $17,545.00
86 Watering MGAL 60 $ 40.00 $ 2,400.00 $47.00 $2,820.00
87 Tree Preservation Measures LS 1 $ 500.00 $ 500.00 $500.00 $500.00
88 Dust Control Surtace Treatment MGAL 40.0 $ 14.50 $ 580.00 $20.00 $800.00
89 Erosion Control Plan -Operating Procedures LS 1 $ 3,200.00 $ 3,200.00 $1,000.00 $1,000.00
90 Traffic Control & Safety Control LS 1 $ 13,000.00 $ 13,000.00 $18,750.00 $18,750.00
91 Sign Post Removal & Installation EACH 28 $ 100.00 $ 2,800.00 $150.00 $4,200.00
92 Wooden Fence 48" Remove and Replace LF 60 $ 17.00 $ 1,020.00 $15.00 $900.00
93 Adjust Water Service Stop Box Each 47 $ 105.00 $ 4,935.00 $125.00 $5,875.00
94 Mobilization LS 1 $ 15,000.00 $ 15,000.00 $8,500.00 $8,500.00
Bid Sub-Total S 1 718 290.50 Bid sub-Totai S7 657 853.10
Contingency (10%) $171,829.05
ConsWCti on Engineering & Inspection (15%) $283,517.93
Total Construction Estimate: S 2 173 837.48 S 1 857 853.10
io unaenvver -aoc io
UNIT COST TOTAL COST
$3.00 $3,000.00
$2.00 $600.00
$40.80 $4,080.00
$5.50
$47.00 $17,545.00
$2,820.00
$500.00
$40.00 $500.00
$1,600.00
$1,500.00 $1,500.00
$18,750.00 $18,750.00
$84.25
$25.00 $2,359.00
$1,500.00
$111.85 $5,256.95
$19,500.00 $19,500.00
Bid Sub-roai S1 745 047.87
S 1 748 047.87
% UndedOver 1.56%
UNIT COST TOTAL COST
$3.00 $3,000.00
$2.00 $600.00
$100.00 $10,000.00
$4.25 $13,557.50
$75.00 $4,500.00
$750.00 $750.00
$30.00 $1200.00
$7,000.00 $7,000.00
$20,000.00 $20,000.00
$150.00 $4,200.00
$15.00 $900.00
$125.00 $5,875.00
$20,000.00 $20,000.00
BId Sub-Total 51 789 529.80
S 1 789 529.50
% Under/Over 4.15%
Bid Tabulatlon Sheet 3 of 3