Green Alley Pilot Project Award of ContractTHE CITY OF Dubuque
DUB E
Masterpiece on the Mississippi
2007
TO: The Honorable Mayor and City Council Members
FROM: Michael C. Van Milligen, City Manager
SUBJECT: Green Alley Pilot Project (11th - 13th between White & Jackson Streets)
(CIP 7202044)
DATE: June 8, 2009
Sealed bids were received for the Green Alley Pilot Project (11th - 13th between White
and Jackson Streets). City Engineer Gus Psihoyos recommends award of the contract
to the low bidder, Portzen Construction, Inc., in the amount of $215,274.25, which is
13.17% under the estimate of probable cost.
I concur with the recommendation and respectfully request Mayor and City Council
approval.
~> ~__
Micliael C. Van Milligen
MCVM/jh
Attachment
cc: Barry Lindahl, City Attorney
Cindy Steinhauser, Assistant City Manager
Gus Psihoyos, City Engineer
Dubuque
THE CITY OF ~,~,,~~,,~
AN-A~ica C
DUB E
1 1
Masterpiece on the Mississippi
2007
TO: Michael C. Van Milligen, City Manager
FROM: Gus Psihoyos, City Engineer
DATE: June 8, 2009
SUBJECT: Green Alley Pilot Project (11th - 13th between White & Jackson Streets)
(CIP 7202044)
INTRODUCTION
The enclosed resolution authorizes the award of the construction contract for the Green
Alley Pilot Project (11th - 13th between White & Jackson Streets).
BACKGROUND
The Green Alley Pilot Project will involve the reconstruction of two existing asphalt
alleys from 11th Street to 13th Street between White Street and Jackson Street. Since
this is a pilot project, two different pervious pavement surfaces--porous asphalt and
interlocking concrete pavers--will be constructed to help in evaluating suitable pavement
types for future assessable alley reconstruction projects.
The pavement in the alley between 11th & 12th is proposed to be interlocking concrete
pavers. These pavers are high-strength pavers and are proposed for this area due to
the frequent trucks that make deliveries to Spahn & Rose Lumber Company. The alley
from 12th to 13th streets is proposed to be porous asphalt. Both alleys will have a
concrete border around the pervious surface. This concrete border serves as a
transition pavement from the adjoining driveways to the pervious surface in the alley.
Both pavement surfaces will allow rainfall from low-intensity storms to pass through the
pavement structure. This, in turn, will recharge the water table and minimize
stormwater runoff. Again, since this is a pilot project, the alley pavement will not be
assessed.
The alleys will also have the sanitary sewer manholes reconstructed since they are in
poor condition. The watermain will be reconstructed and the private services replaced if
they are lead. All existing copper water services will be reconnected to the new water
main.
Previously it was indicated that the lead services would be assessed. Since this area is
alow-income area and Community Development Block Grant Funds are being used,
the assessments will be paid with the block grant funds. One of the requirements in the
Community Development Block Grant Recovery funds is that the City does not assess
the residents for the construction.
The pavements in these two blocks will be evaluated for future alley reconstruction
projects. Any future alley projects are proposed to be assessable. The Engineering
Department will develop a proposed assessment policy and present that to the City
Council this fall.
BID RESULTS
Sealed bids were received on the project on June 4, 2009. Portzen Construction, Inc. of
Dubuque, Iowa, submitted the low bid in the amount of $215,274.25. This amount is
13.17% under the estimate of probable cost. A summary of the bid proposals received
is as follows:
Contractor Name
Portzen Construction, Inc.
McClain Excavating, Inc.
Tschiggfrie Excavating, Inc.
McDermott Excavating, Inc.
Connolly Construction, Inc.
Mark Fondell Excavating, Inc.
RECOMMENDATION
Total Bid
$215,274.25
$247,152.20
$248,465.45
$250,416.17
$270,309.65
$273,474.00
I recommend that the contract be awarded to Portzen Construction, Inc. in the amount
of $215,274.25.
BUDGET IMPACT
The estimate of probable costs for the Green Alley Pilot Project (11th - 13th between
White & Jackson Streets) is summarized as follows:
Cost Estimate Bid Award
Construction Contract $239,031.60 $215,274.25
Contingency 23,903.16 23,903.16
Construction Engineering & Inspection 39,440.21 39,440.21
Total Project Cost $302,374.97 $278,617.62
Fund
CIP No. Fund Description Amount
Community Development Block Grant Recovery Funds $246,202.00
7401405 Water Main Replacement Program 13,409.00
7101335 Sanitary Sewer Manhole Replacement Fund 19,006.62
5278.617.62
ACTION TO BE TAKEN
I recommend that the City Council adopt the attached resolution awarding the Green
Alley Pilot Project (11th - 13th between White & Jackson Streets) to Portzen
Construction, Inc. in the amount of $215,274.25.
Prepared by Jon Dienst, Civil Engineer
cc: Jenny Larson, Budget Director
Bob Green, Water Department Manager
Don Vogt, Public Works Director
John Klostermann, Street & Sewer Maintenance Supervisor
David Harris, Housing & Community Development Director
Deron Muehring, Civil Engineer
Michael Kruser, Engineering Technician
RESOLTION NO. 193-09
AWARDING PUBLIC IMPROVEMENT CONTRACT FOR THE GREEN ALLEY PILOT
PROJECT (11TH - 13TH BETWEEN WHITE AND JACKSON STREETS)
Whereas, sealed proposals have been submitted by contractors for the Green
Alley Pilot Project (11t" - 13th between White & Jackson Streets) (the Project) pursuant
to Resolution No. and Notice to Bidders published in a newspaper published in
the City of Dubuque, Iowa on the 22"d day of May, 2009.
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 $215,274.25, 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:
Jeanne F. Schneider, CMC, City Clerk
CITY OF DUBUQUE -ENGINEERING DIVISION -BID TABULATION SHEET
BID TABULATION FOR: GREEN ALLEY PILOT PROJECT BID DATE: June 4, 2009 BIDDER: Portzen Construction BIDDER: McClain Excavation BIDDER: Tschiaafria Excavriina BIDDER: McDermott Excavatinm
BID ITEM DESCRIPTION I UNIT I OUANT7TY I I UN T COST I ESCOSTTE I UNIT COST TOTAL COST UNIT COST TOTAL COST UNIT COST TOTAL COST UNIT COST TOTAL COST
BASE BID:
EXCAVATION 6 STONE
1 Remove Pavement
2 Renwve Existin0 Manhob
3 Excavation. Unclesaified
4 Sebd Backfill
5 Bedding end Void Obenin0 AdOrene[es (ASTM N8 washed stone)
8 Porous Aogr_Pate (ASTM N57 washetl stone)
7 Porous Aggregate (ASTM #2 washed atone)
8 BackfiA. Taosdl
9 Subbase Granular Mriedal f8' Thick)
10 Umestone Curb Removal
PAVEMENT
1 t Pervious HMA
12 PCC Concrete CoAar-Standard Concrete
13 Penneeble Contte[e Blodc Pavers
14 HMA 300k Headers, 12' (PG 64-22)
15 PC Concrete Ddvewav. 8". Remove 8 Conshud
16 PC Concrete Sidewalk. 4'. Remove d Canstrud
17 PC Conttete Sidewalk. 8'. Rerave 8 Construd
18 PC Concrete Curb. 2.5', ConsWd
19 Geotechnical Fabic
20 Furnish 8lnstall Green Adev Identifier Panel
21 PC Conttete Access Ramo. DetettaMe
waTER MNN
22 8" DIP. Class 52 w./PoMvrao
23 Tracer Wire Access Boz
24 Cooper Tracer IMre
25 3/1' Cooper Service Line TYPE K
26 t t/4" Cooper Service Line TYPE K
27 Waer Service Unes Stom Box. Curti Stmm. 3/4'
28 Fixture Adjustment. Valves 8 Curb Stops
29 Re-tao Existinn Water Service (3/49
30 Re-tap Exisfing Water Service (1-1/49
37 B' SoAd Sleeve
32 6'VaNe
33 8' DIP wJPoNwrab
34 8' x 6' Reducer
35 8^ % DeOree Bend
38 8' 45 Deoree Bend
37 8^ z 6" x 8" Anchodne Tee
38 6' x B' x 8' Anchonna Tee
39 20" z 20" x B' Anchodna Tee
40 20" Solid Sleeve
41 20" DIP, w./Pbvwrab
42 8' Valve
43 20" Valve MJ ButierM
44 Valve Box Comdata
SANITARY SEWER'.
45 B" DIP wJBeddina
46 48' Diameter Manhole Base
47 48' Diameter Manhole Sidewell
48 Manhob Freme 8 Cover
MISCE4LANEOUS
49 Sawcut. Concrete
50 Sawcu[. AsohaB
SV 1268.00 S 5.15 $ 8,530.20 54.00 (5.072.00 $4.40 55,579.20 51.95 52.472.80 53.75 54.755.00
Each 3.00 S 500.00 $ 1.500.00 $500.00 $1.500.00 $2.557.00 $7.871.OD $509.45 $1.528.35 51.050.00 53,150.00
CY 493.00 5 5.40 E 2,882.20 55.50 52.711.50 512.75 56.285.75 572.70 (8.261.10 56.20 53,058.60
Ton 3337.00 $ 8.00 5 26.6%.00 $12.00 540.044.00 571.25 537.541.25 $12.00 540.044.00 514,60 548.720.20
Ton 40.00 E 20.00 E 800.00 520.00 5800.00 (75.00 5800.00 519.25 5770.00 520.80 5872.00
Ton 200.00 $ 75.00 S 3000.00 579.00 53.800.00 528.50 55,700.00 517.80 53.560.00 520.32 54.064.00
Ton 810.00 $ 15.00 E 9.150.00 524.00 514.640.00 523.00 514.030.00 $19.80 572.078.00 520.85 512.718.50
SY 214.00 S 3.60 5 770.40 $3.25 %%.50 55.25 51.123.50 56.10 57.305.4D $5.85 51.251.80
Ton 77.00 S 71.95 E 912.45 515.00 51.155.00 (18.25 51.405.25 514.00 57.078.00 576.55 51,274.35
LF 25.00 S 5.00 5 125.00 $3.00 575.00 520.00 SSOO.DD 52.20 555.00 $10.00 5250.00
Ton 154.00 E 55.00 E 8.470.00 (88.50 510.549.00 $72.50 511.165.00 583.00 572.782.00 $71.12 510.952.48
SY 225.00 S 60.00 S 13,500.00 545.00 SiD.725.00 $40.00 $9.000.00 530.00 58,750.00 543.20 59.720.00
SF 3.120.00 $ 13.00 S 40.580.00 55.30 516.536.00 55.85 517.828.00 $5.15 516.068.00 55.54 517.284.80
Ton 126.00 E 80.00 S 10,080.00 595.00 $11.970.00 5700.00 572.600.00 5716.40 514,888.40 599.82 512,552.12
SY 30.00 $ 54.00 S 1.820.00 550.00 51.500.00 511.OD 5330.00 $30.00 $900.00 $13.40 5402.00
SF 100.00 5 5.50 E 550.00 55.50 $550.00 517.50 $7,750.00 (4.50 5450.00 571.05 51.105.00
SF 100.00 $ 8.00 S 800.00 57.00 5700.00 571.00 57.100.00 $5.00 $500.00 $71.60 $71160.00
LF 25.00 E 20.00 E 500.00 522.00 5550.00 $20.00 $500.00 520.00 (500.00 521.80 5540.00
SY 1.254.00 $ 8.00 $ 10.032.00 54.00 55.018.00 51.00 51.254.00 57.80 52.006.40 50.95 57.191.30
Each 4.00 S 150.00 5 800.00 5900.00 53,600.00 5875.00 53,500.00 5875.00 53,500.00 57,745.00 $4.580.00
Each 2.00 $ 85.00 $ 170.00 5250.00 5500.00 5200.00 5400.00 $150.00 5300.00 $220.00 5440.00
LF 885.00 $ 53.00 5 38.305.00 531.00 $21.235.00 544.15 $30.242.75 543.05 529.488.25 534.70 $23.769.50
Each 3.00 S 45.00 S 135.00 550.00 5150.00 575.00 5225.00 $40.00 5120.00 540.00 (120.00
LF 715.00 $ 0.75 $ 536.25 50.75 5538.25 50.50 5357.50 50.85 54114.75 $0.27 $193.05
LF 165.00 5 20.00 S 3.300.00 515.00 52.475.00 $64.00 $10,560.011 529.00 (4,765.00 535.40 (5.841.00
LF 75.00 $ 24.00 $ 360.00 528.00 5420.00 559.00 5885.00 $45.00 5675.00 559.70 $8%.50
Each 500 $ 125.00 $ B?5.00 5175.00 5875.00 $460.00 52.300.00 5465.00 52.425.00 5500.00 52.500.00
Each 12.00 $ 100.00 $ 1.200.00 $125.00 $1.500.00 5100.00 51.200.00 5291.70 53,500.40 5450.00 55.400.00
Each 17.00 S 180.00 S 3.080.00 5250.00 54.250.00 5335.00 55.695.00 5835.05 514.795.85 5491.80 58.360.60
Each 7.00 E 340.00 S 340.00 $300.00 $300.00 550.00 550.00 51.125.05 $1,125.05 $670.00 5870.00
Each 2.00 $ 185.00 E 330.00 5775.00 $350.00 $530.00 57.060.00 $320.00 5640.00 5235.52 5471.04
Each 2.00 $ 570.00 5 1.140.00 5800.00 51.200.00 5855.00 51.710.00 5868.05 $1.738.10 5748.52 51.497.01
LF 40.00 $ 165.00 E 8.600.00 528.00 51,120.00 520.00 $800.00 583.60 52.544.00 555.55 $2.222.00
Each 4.00 $ 195.00 S 780.00 5250.00 51.000.00 5530.00 52.120.00 5327.70 51.310.60 $263.88 51.055.52
Each 1.00 $ 320.00 S 320.00 5300.00 5300.00 5580.00 5580.00 $378.70 5378.70 5308.% 5308.%
Each 2.00 E 320.00 5 840.00 $275.00 $550.00 $550.00 51.100.00 5354.70 5709.40 5283.04 $588,08
Each 1.00 $ 320.00 5 320.00 5375.00 5375.00 $5%.00 5595.00 5523.70 5523.70 $355.68 5355.68
Each 2.00 S 350.OD S 700.00 $450.00 $900.00 5675.00 51.350.00 $519.70 57.039.40 547124 5942.48
Each 2.00 5 1,550.00 S 3.100.00 52,000.00 54.000.00 51.305.00 52.810.00 52.119.05 54.238.10 51.863.52 $3.327.04
Each 2.00 E 980.00 E 1,%0.00 $850.00 $1.700.00 S1.%0.00 52.120.00 $1.580.05 53.160.10 51.284.24 52,568,48
LF 15.00 E 75.00 $ 1.125.00 580.00 51,200.00 $75.00 $1.125.00 5187.25 52.808.75 588.95 57:334.25
Each 7.00 E 810.00 $ 5,870.00 $850.00 $5.950.00 $1.075.00 57.525.00 $1,107.05 57.749.35 5843.58 55.905.%
Each 1.00 5 6.250.00 $ 8,250.00 54,000.00 54.000.00 $3,250.00 $3.250.00 54,126.05 54.128.05 53.8%.24 53.6%.24
Each 10.00 $ 190.00 E 1.900.00 (200.00 52.000.00 5775.00 51.750.00 (185.00 51.850.00 5222.00 52.220.00
LF 80.00 $ 48.00 S 3.840.00 535.00 52.800.00 $59.00 54.720.00 $53.90 54.312.00 549.30 53.944.00
Each 2.00 $ 2.000.00 5 4.000.00 5750.00 $7.500.00 $3.100.00 (6.200.00 5489.35 $978.70 5525.00 _ 51,050.00
VF 30.00 S 200.00 S 8.000.00 5775.00 55.250.OD SiD5.00 53.150.00 5134.75 54.042.50 5155.00 54.65D.DD
Each 3.00 S 300.00 E 900.00 5350.00 51,050.00 5275.00 5825.00 E4%.35 51.489.05 5333.80 51,001.40
LF 80.00 S 2.60 5 208.OD $3.00 5240.00 53.20 5256.00 $3.30 5284.00 53.50 5280.00
LF 480.00 5 2.70 $ 1.2%.00 52.00 E%0.00 $2.00 5960.00 52.50 51.200.00 51.50 5720.00
Bid TabulaEOn SMet 7 d 4
CITY OF DUBUQUE -ENGINEERING dVISION -BID TABULATION SHEET
BID TABULATION FOR: GREEN ALLEY PILOT PROJECT BID DATE: June 4, 2008
BID ITEM DESCRIPTION
BASE 81D:
51 Watemroo6no Membrane
52 2"Insulation Board
53 Sad
54 Tree Preservedon Measures
55 Dust Control Surface Treatment
56 Erosion Control Plan -Ooerafing Procedures
57 Trafic Control 8 Seteri Control
58 MobiYzalion
BIDDER: Portzen Construction &DDER: McClain Excavation BIDDER: Tschidokie Excavatind BIDDER: McDermott Excavating
UNIT I I
I I I ES
TE I
QUANTITY
UNIT COST COST UNIT COST TOTAL COST UNIT COST TOTAL COST UNIT COST TOTAL COST UNIT COST TOTAL COST
SF 800.00 f a.oo ~ E 3.200.00 51.50 57.200.00 52.00 S1,fi00.00 53.60 52.880.00 $2.85 $2280.00
SY 232.00 E 8.50 S 1,972.00 58.50 51.972.00 $2.00 5464.00 $14.00 53.248.00 512.85 52.981.20
SY 214.00 $ 5.15 5 1.102.10 55.50 51.177.00 $12.00 52,568.00 510.00 52,140.00 510.20 52,182.60
LS 1.00 $ 600.00 5 500.00 57.000.00 51,000.00 $100.00 5700.00 $280.15 5260.15 5500.00 5500.00
MGAL 26.00 $ 15.00 S 390.00 525.00 5650.00 560.00 51.580.00 $20.00 5520.00 (40.00 51.040.00
LS 1.00 $ 2,000.00 E 2.000.00 51,500.00 51.500.00 51.000.00 $1.000.00 5350.00 5350.00 5750.00 $750.00
LS 1.00 5 2.000.00 E 2.000.00 $3.000.00 53.000.00 52.876.00 52.876.00 E2,876.00 $2,876.00 54,100.00 (4,100.00
LS 1.00 E 5.000.00 $ 5.000.00 54.500.00 54,500.00 E2.800.00 52.800.00 58.731.05 56.731.05 $10.818.00 510.816.00
Bid Sub-Tohl S 247,932.80 ew sao-TOter f215,274.25 Bw svo-TOri 5247.152.20 ew avo-rot.i I f248.48SAS aw svo-TOrn 5250.416.17 I
Con6ngenq (10%) (24.793.28 I
Consbuc0on Enginaedn9 8lnspection (15%) 540,908.88 I
Total Construction Estimate: 5 313.834.74 S 215.274.25 f 247.152.20 I S 248.485.45 f 250,418.17 I
Under/Over -13.17% % Under/Over -0.31% % Under/Over 0.21% % UnderlOver 16.32%
Bid TatwWdon SMet 2 0l4
CITY OF DUBUQUE -ENGINEERING DIVISION -BID TABULATION SHEET
BID TABULATION FOR: GREEN ALLEY PILO7 PROJECT BID DATE. June 4, 2009 BIDDER: Connelly Construction BIDDER: Mark Fondall Excavating
BID ITEM DESCRIPTION I I UNIT I
I I
I ES
TE I
QUANTITY UNIT COST COST UNIT COST TOTAL COST UNIT COST TOTAL COST
BASE BID:
EXCAVATIONiESTONE
1 Remove Pavement SY 1268.00 E 5.75 S 6.530.20 57.85 52.345.80 55.00 56.340.00
2 Remove Existing Manhole Each 3.00 5 500.00 S 1.500.00 5545.00 51.835.00 52.344.00 57.032.00
3 Excavation. Unclassified CY 493.00 E 5.40 S 2.862.20 56.60 53.253.80 59.00 54.437.00
4 Sebd Backfill Ton 3337.00 5 8.00 S 26,696.00 512.50 541,712.50 $14.00 $46.718.011
5 Beddlnn and Vdd Opening Aoarepates (ASTM M8 washed stone) Ton 40.00 E 20.00 S 800.00 522.44 5697.60 555.00 52.200.00
6 Porous Agg~ate (ASTM M57 washed stone) Ton 200.00 S 15.00 S 3.000.00 523.45 54.690.00 $22.00 54.400.00
7 Porous Acgrepate (ASTM #2 washed stone) Ton 870.00 $ 15.00 E 9.150.00 524.35 514.853.50 527.00 518.470.00
8 Backfill. Topsoil SY 214.00 E 3.60 $ 770.417 58.10 51,733.40 55.00 51.070.00
9 Subbase Granular Material (6" Thick) Ton 77.00 E 17.85 E 912.45 519.00 51,463.00 515.00 57.155.00
10 Umestone Curb Removal LF 25.00 E 5.00 E 125.00 59.00 5225.00 56.00 $750.00
PAVEMENT
11 Pervious HMA Ton 154.00 E 55.00 S 6.470.00 5715.00 517.710.00 575.00 511.550.00
12 PCC Concrete Collar -Standard Concrete SY 225.00 S 80.00 E 13.500.00 583.00 518.675.00 560.00 573.500.00
13 Permeabb Concrete Block Pavers SF 3.120.00 E 13.00 E 40.560.00 57.75 522.308.00 57.00 521.8/0.00
14 HMA 300k Headers. 12' fPG 6L227 Ton 126.00 E 80.00 5 10.080.00 3121.00 515,246.00 57017.00 512.800.00
75 PC Concrete Driveway. 8'. Remove 8 Conshud SY 30.00 S 54.00 S 1.820.00 575.00 52.250.00 554.00 51,620.00
16 PC Concrete Sidewalk. 4", Remove b Construd SF 100.00 S 5.50 E 550.00 57.00 5700.00 55.00 5500.00
17 PC Concrete Sidewalk. 6'. Remove 8 Canstmd SF 100.00 S 8.00 S 800.00 510.00 57.000.00 56.00 5600.00
18 PC Concrete Curb. 2.5'. ConsWd LF 25.00 $ 20.00 E 500.00 530.BD 5770.00 525.00 5625.00
19 Gedechnical Fabric SY 1.254.00 5 8.00 E 10.032.00 57.75 52.194.50 59.00 511.266.00
20 Furnish & InstaN Green ANev Identifier Panel Each 4.00 $ 150.00 5 800.00 51.245.00 54.980.00 51,000.00 54.000.00
21 PC Concrete Access Ramp. Detedable Each 2.00 5 85.00 S 170.00 5233.00 5466.00 550.00 5100.00
WATER MAIN
22 6' DIP. Class 52 w./PoNwrap LF 685.00 5 53.00 E 38.305.00 $43.80 E30.OD3.00 537.00 525.345.00
23 Tracer Wire Access Box Each 3.00 5 45.00 E 135.00 5701.00 5303.00 5100.00 5300.00
24 Cooper Tracer Wire LF 715.00 5 0.75 S 536.25 50.13 592.95 50.20 5143.00
25 3/4' Copper Service Line TYPE K LF 165.00 $ 20.00 E 3.300.00 515.65 52,582.25 520.00 53.300.00
28 1 1/4' Copper Service Line TYPE K LF 15.00 S 24.00 5 380.00 535.15 5527.25 521.00 5315.00
27 Water Service Unes Stop Boz. Curb Stop, 3/4" Each 5.00 5 125.00 $ 625.00 $845.00 53225.00 $150.00 5750.00
28 Fixture Adjustment. Valves b Curb Stops Each 12.00 5 100.00 5 7.200.00 $477.00 55.724.00 5200.00 $2,400.00
29 Reap Existing Water Service (3/49 Each 17.00 E 180.00 E 3.060.00 5391.00 $6,847.00 5250.00 54.250.00
30 Reap Existing Water Service (1-1/49 Each 1.00 5 340.00 S 340.00 $585.00 5585.00 5300.00 5300.00
31 8" Sdid Sbeve Each 2.00 E 165.00 S 330.00 8125.00 5250.00 5150.00 5300.00
32 6' Vahe Each 2.00 5 570.00 S 1.140.00 5665.00 $1.330.00 5790.00 57.580.00
33 8' DIP wJPoNwrap LF 40.00 5 165.00 E 6.800.00 538.75 51,470.00 530.00 51.200.00
34 8" x 6' Reducer Each 4.00 5 195.00 5 780.00 5206.00 5824.00 5200.00 $800.00
35 8" 90 Degree Bend Each 1.00 5 320.00 5 320.00 5203.00 5203.00 5250.00 5250.00
38 8' 45 Degree Band Each 2.00 E 320.00 S 840.00 $335.00 $670.00 5200.00 5400.00
37 8' x 8" x 8" Anchodng Tee Each 1.00 $ 320.00 S 320.00 5271.00 5271.00 5250.00 5250.00
38 8' x 8' x 8' Anchodng Tae Each 2.00 E 350.00 S 700.00 5346.00 5692.00 $350.00 5700.00
39 20' x 20' z 8" Anchodng Tee Each 2.00 E 1.550.00 5 3.100.00 51.251.00 52.502.00 52.500.OD 55.000.00
40 20" Solid Sbeve Each 2.00 5 980.00 S 1.960.00 57.475.017 52.950.00 52,000.00 54.000.00
41 20' DIP. wJPlornrap LF 15.00 E 75.00 E 1.125.00 5128.00 51.920.00 5700.00 51.500.00
42 8"Vahe Each 7.00 5 810.00 S 5.670.00 5853.00 55,971.00 5900.00 56,300.00
43 20' Vahe MJ Butterfly Eech 7.00 5 8.250.00 E 6.250.00 53.510.00 53.510.00 53,500.00 53.500.00
44 Valle Boz Complete Each 10.00 5 190.00 E 7.900.00 5244.00 52.440.00 5200.00 52.000.00
`,SANRARY SEWER',
45 8' DIP w,Beddirw LF 80.00 $ 48.00 E 3.840.00 556.10 54.488.00 550.00 54.000.00
46 48^ Diameter Manhole Base Each 2.00 $ 2.000.00 E 4,000.00 5445.00 5890.00 5350.00 $700.00
47 48' Diameter Manhde Sidewal VF 30.00 5 200.00 E 6.000.00 5134.00 54.020.00 $720.00 53.800.00
48 Manhole Frame E Cover Each 3.00 E 300.00 E 900.00 5558.00 St 674.00 5300.00 $900.00
MISCELLANEOUS
19 SawcuL Concrete LF 80.00 5 2.60 E 208.00 53.00 5240.00 53.00 5240.00
50 Sawcut. AsphaN LF 460.00 5 2.70 $ 1.296.00 57.50 5720.00 53.00 51.440.00
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CITY OF DUBUQUE -ENGINEERING dVISION -BID TABULATION SHEET
BID TABULATION FOR: GREEN ALLEY PILOT PROJECT 810 DATE: June 4, 2009 BIDDER: Connally Construction BIDDER: Mark Fondall Excavating
BID ITEM DESCRIPTION I I UNIT (
I
I E
T I
QUANTITY
UN T COST COS UNIT COST TOTAL COST UNIT COST TOTAL COST
EASE HID:
51 Watemroofina Membrane SF 800.00 E 4.00 5 3.200.00 52.80 52.240.00 $5.00 54.000.00
52 2"Insulation Boerd SY 232.00 E 8.50 E 1.972.00 514.00 53.248.00 52.00 5484.00
53 Sod SY 214.00 S 5.15 5 1,102.10 511.65 52,493.10 571.00 52,354.00
54 Tree Praserva0on Measures LS 1.00 E 500.00 E 500.00 5300.00 5300.00 5600.00 5600.00
55 Dust Control Surface Treatment MGAL 26.00 5 15.00 5 390.00 594.00 52.444.00 5400.00 510.400.00
56 Erosion Control Plan -OOere6nd Procedures LS 1.00 5 2.000.00 $ 2.000.00 53.261.00 53.261.00 $1.000.00 f1.000.00
57 Traffic Con[ol 8 SateN Control LS 1.00 E 2.000.00 E 2.000.00 53,552.00 53,552.00 53,200.00 53,200.00
58 Mobi8ze0on LS 1.00 5 5.000.00 5 5.000.00 56.938.00 56.938.00 57.500.00 57.500.00
Bid Sub-Total E 247.932.60 ea s~arotei I 5270-309.851 ea sw-rotes I f273,474.001
Confirgenq (10%) 524,793.28
Construc8on Engineedng E Inspection (15%) 540.908.88
Total Conshuction Estimate: S 313.834.74 I S 270.309.85 I I S 273.474.00 I
% Under/Over 8.37% % Under/Over 10.07%
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