Port of Dbq Utility Reloc Ph IIMEMORANDUM
November 12, 2002
TO:The Honorable Mayor and City Council Members
FROM:Michael C. Van Milligen, City Manager
SUBJECT:Port of Dubuque Utility Relocation and Extension - Phase II Project
Acceptance
Public Works Director Mike Koch is recommending acceptance of the Port of Dubuque
Utility Relocation and Extension - Phase II Project, as completed by Fischer
Excavating, Inc., in the final contract amount of $672,881.25. Because the material
excavating from the trench turned out to be suitable for backfill material, the
construction contract was completed for $235,710.00 less than expected. The total
project cost was $782,256.78.
I concur with the recommendation and respectfully request Mayor and City Council
approval.
Michael C. Van Milligen
MCVM/jh
Attachment
cc: Barry Lindahl, Corporation Counsel
Cindy Steinhauser, Assistant City Manager
Michael A. Koch, Public Works Director
TO:Michael C. Van Miliigen, City Manager
FROM:Michael A. Koch, Public Works Director
SUBJECT:Port of Dubuque Utility Relocation and Extension - Phase II Project
Acceptance
CITY OF DUBUQUE, IOWA
November 12, 2002
INTRODUCTION
The enclosed resolutions provide for the acceptance of the construction contract for the
Port of Dubuque Utility Relocation and Extension - Phase II Project.
DISCUSSION
The development of the utility infrastructure for the Port of Dubuque is proceeding in
phases. Phase I, completed in August of 2001, included the relocation of City and
public utilities within the footprint of the Mississippi River Discovery Center. Phase II
extended the sanitary sewer, watermain, storm sewer, and public utility conduit to within
five (5) feet of the Hotel and the Conference and Education Center parking lot. Fischer
Excavating Inc. of Freeport, Illinois completed the project in the final contract amount of
$672,881.25. Because the material excavated from the trench turned out to be suitable
for backfill material, the construction contract was completed for $235,710.00 less than
expected. The total project cost was $782,256.78.
RECOMMENDATION
I recommend that the City Council accept the improvements and establish the final
contract at $672,881.25.
BUDGET IMPACT
The construction cost breakdown for the Port of Dubuque Utility Relocation and
Extension - Phase tl Project is:
Bid Final
Sanitary Sewer Relocation $204,601.05 $134,871.55
Watermain Relocation 236,299.74 127,197.00
Storm Sewer Construction 381,020.36 353,712.05
Public Utility Conduit 86,670.84 57,100.65
Construction Subtotal $908,591.98 $672,881.25
Contingency 70,853.83 6,000.00
Engineering 116,908.82 103,375.53
Total Project Cost $1,096,354.64 $782,256.78
The project will be funded from the Water Fund, Sewer Fund, Cable Franchise Fees,
and DRA Distribution Funds as distributed in previous memos.
ACTION TO BE TAKEN
The City Council is requested to adopt the attached resolutions accepting the
improvement and establishing the final construction cost.
Prepared by Deron Muehdng
cc: Pauline Joyce, Administrative Services Manager
Bob Green, Water Plant Manager
Gus Psihoyos, Assistant City Engineer
Mike Brekke, Water Distribution Manager
RESOLUTION NO. 603-02
ACCEPTING IMPROVEMENT
Whereas, the contract for the Port of Dubuque Utility Relocation and
Extension - Phase I1 Project has been completed and the City Manager has
examined the work and filed his certificate stating that the same has been
completed according to the terms of the contract, plans and specifications and
recommends its acceptance.
NOW THEREFORE, BE IT RESOLVED BY THE CiTY COUNCIL OF THE
CITY OF DUBUQUE, IOWA:
Section 1. That the recommendation of the City Manager be approved
and that said improvement be and the same is hereby accepted.
BE IT FURTHER RESOLVED that the City Treasurer be and he is hereby
directed to pay to the contractor from the Water Fund, Sewer Fund, Cable
Franchise Fees, and DRA Distribution Funds in amount equal to the amount of
his contract, less any retained percentage provided for therein.
Passed, approved and adopted this
Jeanne F. Schneider, CMC, City Clerk
18th day of November, 2002.
Terrance M. Duggan, Mayor
RESOLUTION NO. 604-02
FINAL ESTIMATE
Whereas, the contract for the Port of Dubuque Utility Relocation and
Extension - Phase II Project has been completed and the City Engineer has
submitted his final estimate showing the cost thereof including the cost of
estimates, notices and inspection and all miscellaneous costs.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF DUBUQUE~ IOWA:
Section 1. That the cost of said improvement is hereby determined to
be $782,256.78 and the said amount shall be paid from the Water Fund, Sewer
Fund, Cable Franchise Fees, and the DRA Distribution Funds of the City of
Dubuque, Iowa.
Passed, approved and adopted this 18th day of November ., 2002.
Terrance M. Duggan, Mayor
Attest:
Jeanne F. Schneider, CMC, City Clerk
City of Dubuque
ENGINEERING DIVISION
Date: 07-Nov-02
FINAL CONTRACT AMOUNT FOR:
PORT OF DUBUQUE
UTILITY RELOCATION AND EXTENSION PROJECT PHASE
DESCRIPTION QUANTITY
1 Clearing and Grubbing 1.00 LS
2 Sanitary Sewer Manhole Extended Base (48" ID) 7.00 EA
3 Sanitary Sewer Manhole Sidewall (48") 53.14 LF
4 Sanitary Sewer Manhole Ring/Cover 7.00 EA
5 Connect to Existing Sanitary Sewer 1.00
6 16" DIP Sanitary Sewer (Class 51) 688.00
7 12" DIP Sanitary Sewer (Class 51) 828.72
8 8" DIP Sanitary Sewer (Class 51) 52.25
9 Disposal of Contaminated Material 293.53
10 3" Graded Base Stone 194.43
11 Saw Cuffing (Concrete) 326.00
12 Saw Cutting (ACC) 611.00
13 ACC Surface Removal 1,568.77
14 PCC Surface Removal 545.68
15 Pavement Replacement (8" PCC with integral C&G) 335.33
16 Curb/Gutter Replacement 110.00
17 Pavement Replacement (ACC) 454.98
A-17 ACC Replacement (Cold Patch) 35.01
18 Sidewalk (4")
19 Graded Stone Base 1,988.15
20 Connect to Existing Water Main 2.00
21 6" DIP Water Service and Hydrant Lead 165.25
22 12" Water Main (DiP - CJass 52) 1,660.01
23 12" Valve with Box 11.00
24 6" Valve with Box 9.00
25 6" Fire Hydrant 6.00
26 Fittings (Compact Ductile Iron) 2,900~00
27 Remove Existing Fire Hydrant & Salvage for City 4.00
28 20" Steel Casing Open Cut (0.312" wall) 110.00
29 Casing Spacers 23.00
30 Casing End Seals 2.00
31 Storm Sewer Manhole Ring/Cover 2.00
32 42" Storm Sewer (Class III) 135.00
C-33 72" Storm Sewer (Class Ill) 328.50
C-34 84" Storm Sewer (Class I1[) 645.00
C-35 84" x 48" Tee 1.00
C-36 Junction Box #1 1.00
C-37 Junction Box #2 1.00
C-38 Junction Box #3 1.00
39 Storm Sewer Sidewall (48" ID) 3.00
40 Storm Sewer Manhole #1 1.00
41 Trench Bedding 1,179.11
42 Sanitary Sewer Stabilization Stone 16.36
A-43 Hauling and Placing Stockpiled Fill Sand 1,424.00
43 Imported Fill Sand (for Utility Trenches) 575.00
UNIT PRICE
$ 1,080.00
$ 571.43
$ 74.10
$ 275.00
EA $ 499.00
LF $ 62.72
LF $ 55.31
LF $ 33.49
TON $ 63.67
TON $ 11.95
LF $ 2.95
LF $ 2.00
SY $ 2.92
SY $ 5.84
SY $ 34.50
LF $ 21.00
TON $ 55.00
TON $ 79.00
SF $ 4.50
TON $ 11.00
EA $ 2,400.00
LF $ 21.04
LF $ 28.02
EA $ 1,033.00
EA $ 430.00
EA $ 1,320.00
LBS $ 3.00
EA $ 325.00
LF $ 47.73
EA $ 124.00
EA $ 195.00
EA $ 275.00
LF $ 89.87
LF $ 192.73
LF $ 276.36
EA $ 2,905.10
EA $ 14,710.00
EA $ 10,565.00
EA $ 10,421.00
LF $ 80.25
LS $ 5,635.00
TON $ 10.65
TON $ 9.70
TON $ 2.00
TON $ 7.50
TOTAL COST
$1,080.00
$4,000.01
$3,937.67
$1,925.00
$499.00
$43,151.36
$45,836.50
$1,749.85
$18,689.06
$2,323.44
$961.70
$1,222.00
$4,580.81
$3,186.77
$11,568.89
$2,310.00
$25,023.90
$2,765.79
$0.00
$21,869.65
$4,800.00
$3,476.86
$46,513.48
$11,363.00
$3,870.00
$7,920.00
$8,700.00
$1,300.00
$5,250.30
$2,852.00
$390.00
$550.00
$12,132.45
$63,311.81
$178,252.20
$2,905.10
$14,710.00
$10,565.00
$10,421.00
$240.75
$5,635.00
$12,557.52
$158.69
$2,848.00
$4,312.50
44 Traffic Control 1.00 LS $ 1,400.00 $1,400.00
45 4" Conduit (Sch. 40 PVC) 5,385.00 LF $ 3.30 $17,770.50
46 Trenching and Backffii Conduit Trenches 3,235.00 LF $ 3.50 $11,322.50
47 Install 4'x4'x4' PCC Hand Hole 4.00 EA $ 441.00 $1,764.00
48 Concrete Encased Sweeps EA $ 25.00 $0.00
49 Remove and Reinstall Light Standards 2.00 EA $ 1,177.00 $2,354.00
50 Abandon Existing Manhole 1.00 EA $ 375.00 $375.00
51 Remove Existing Water Main LF $ 9.72 $0.00
52 Plug End of Existing Water Main 1.00 EA $ 375.00 $375.00
53 Sod SY $ 4.25 $0.00
54 Erosion Control LS $ 1,000.00 $0.00
55 Construction Staking 1.00 LS $ 4,600.00 $4,600.00
rEXTRA WOK ...........
1 Lower Storm Sewer MH 2 to MH 3
2 8" Water Main (DIP - Class 52)
3 8" Valve with Box
4 Remove Water @ J-Box #1
5 Leave Sheet Pile [n place @ J-Box #1
6 M4 Concrete In Bell Street
7 8" x 8" MJ Tee
8 Additional Reinforcing For J-Box #1, #2, #3
9 Upsize Storm MH #1 To 84" Dia.
10 24" RCP Out Of J-Box #3
11 Additional 15" RCP
12 additional Catch Basins
13 Additional Storm Manhole
TOTAL:I
1.00 LS $ 704.44 $ 704.44
5.00 LF $ 22.00 $ 110.00
1.00 EA $ 700.00 $ 700.00
1.00 LS $ 1,431.55 $ 1,431.55
1.00 LS $ 700.00 $ 700.00
23.00 CY $ 12.00 $ 276.00
1.00 EA $ 225.00 $ 225.00
1.00 LS $ 2,510.00 $ 2,510.00
1.00 LS $ 1,794.50 $ 1,794.50
8.00 LF $ 29.95 $ 239.60
405.00 LF $ 23.82 $ 9,647.10
2.00 EA $ 985.00 $ 1,970.00
1.00 EA $ 895.00 $ 895.00
TOTAL EXTRA WORK EARNED TO DATE: $ 2103.19 ~
I hereby certify that the above state]~ent shows, in detail, the correct
amount of all work,/~iredff3 ,~e the a~yimprovement.
A...OVED: /
Michael Van Mill)gen' "' - , City Manager --"
City of Dubuque, Iowa
TOTAL DUE CONTRACTOR:
ENGINEERING:
MISC. COST:
TOTAL PROJECT COST:
$672,881.25
$103,375.53
$6,000.00
Public Works Director
The Undersigned, , contractor for the above
improvement, does hereby accept the above "Total Due Contractor", as
full settlement for all claims for said improvement.
APPROVED:
BY:
NO. DESCRIPTION
CITY OF DUBUQUE, IOWA
BELL STREET
UTILITY RELOCATION, PHASE 2
CONSTRUCTION COST BREAK DOWN
'1'1/8/2002
TOTAL
QUANTITY SPLIT
SECTION UNIT TOTAL
QUANTITY PRICE PRICE
I SANITARY SEWER CONSTRUCTION [
1 CleaSng and Grabbing ILS 4 0.25 LS $ 1,080.00 $ 270.00
2 Sanitary Sewer ManBale Extended Base (48" ID) 7 EA 1 7.00 EA S 571.43 $ 4,00001
3 San 8ary Sewer Sidewall (48" ID) 53.14 LF 1 53.14 LF S 74.10 $ 3,937.67
4 SanitarySewer Manhole Ring/Cover ~7 EA I 7.00 EA S 275.00 $ 1,925.00
5 Connect to Existing San~ary Sewer I EA I 1.00 EA S 499.00 $ 499.00
8 1 ~' D.I.P. Sanitary Sewer (Class 51 ) 688LF I 688 00 LF S 62.72 $ 43,151.39
7 12" D.I.P. Sanitary' Sewer (Class 51 ) 828.72 LF 1 929.72 LF S 55.31 $ 45,83650
8 9" D 1P, Sanitary Sewer (Class 51) 52.25 LF I 52.25 LF S 3349 $ 1,749.85
11 SawCu~ting (Concrete) 326 LF 3 109.67 LF S 2.95 $ 320.57
14 PCC Surface Removal 545.68 SY 3 181.89 SY S 5.84 $ 1,062.26
12 SawCu~ting (ACC) 611 LF 17.50% 106.93 LF S 2.00 $ 213.85
13 ACC Bad, ce Removal 1568.77 SY 12.50% 196,10 SY $ 2.92 $ 572.60
10 3"GradedBaseStone 19443 Ton 4 48.61 Ton S 11.95 $ 56086
17 PavementReplacement (ACC) 454.98 Ton 30.00% 136.49 Ten S 55.00 $ 7,507.17
A-17 PavemantReplacement (ColdPatch) 35.01 Ton 3000% 10.5D Ton $ 79.00 $ 829.74
15 Pavemant Replacement (8" PCC ~Sh IntegFal C&G) 335.33 SY 3 111.78 SY S 34.50 $ 3,856.30
E~ M4 Concrete In BeI[ SBact 23 CY 3 7.67 CY $ 12.00 $ 92.00
19 Curb & Gutter Replacement 110 LF 3 36.67 LF S 21.00 $ 770.00'
18 Sidewalk (4") 0 SF 2 0.00 SF $ 4.50 $
19 Graded Stane Base 1988.15Ton 27.50% 546.74Ton S 11.00 $ 6,014.15
41 Trench Bedding 1179.11 Ton 2 589.56 Ton $ 10.65 $ 9,278.76
42 San ~ary Sewer Stabilization Stone 15.35 Ton 1 16.36 Ton $ 9.70 $ 158.69
43 lmpoCced Fill Sand (For Utility Trenches) 575 Ton 29.00% 166.75 Ten $ 7.50 $ 1,250.63
AM3 Hauling and Placing S~cl(piIed Fill Sand (For Utility Trenche~ 1424 Ton 29.00% 412.96 Ten $ 2.00 $ 825.92
44 TrafficControl ILS 3 0.33 LS $ 1,400.00 $ 466.67
49 Remove and Reinstall Light Standards 2 EA 2 1.00 EA $ 1,177.00 $ 1,177.00
50 Abandon Existing Manhole I EA I 1.00 EA $ 375.00 $ 37500
53 Sod 0 SY 2 0.00 SY $ 425 $
54 Erosion Control 0 LS 4 0.O0 LS $ 1,000.00 $
55 Const~ucttanStakin9 ILS 4 0.25 LS $ 4,600.00 $ 1150.00
t Cleadng and Grubbing 1.00 LS 4 0.25 LS $ 1,080.00 $ 270,00
11 SawCutSng {Concrete) 326 LF 3 108.97 LF $ 2.95 $ 320.57
14 pCC Surface Removal 545.68 SY 3 181,89 SY $ 5.84 $ 1,062.26
12 SawCutting (ACC) 611 LF 17.50% 106.93 LF $ 2.00 S 213.85
13 ACC Ba r~ace Removal 1568 77 SY 12.50% 198.10 SY $ 292 $ 572.60
10 3"Graded Base Stone 194.43 Ton 4 48.61 Ton $ 11.95 $ 580.86
17 PavemectReplacement ~CC) 454.98 Ton 30.00% I36.49 Ton $ 55.00 $ 7,50717
A-17 PavementReplacement (Cold Patch) 35.01 Ton 30.00% 10.50 Ton $ 79.00 $ 829.74
15 Pavement Replacement (8'* PCC with tntagrai C&G) 335.33 SY 9 111.78 SY $ 34.50 $ 3,855 30
E~ M4 Concrete In Bell Slfeet 23 CY 3 7.67 CY $ 1200 $ 92.00
16 Curb & Gu~er Replacement 110 LF 3 36.67 LF $ 2100 $ 770.00
18 Sidewalk (4'7 0 SF 2 0.00 SF $ 4.50
19 Graded Stone Base 198&lSTon 27.50% 546.74Ton $ 11.00 $ 6,014.15
43 ImportedFillSand(ForUtilr[YTrenches) 575Ton 19.00% 109.25Ton $ 7.50 $ 81938
A~,3 HaulfngandPlacingStockpiledFillSand (ForUtilityTrenche~ 1424Ton 19.00% 270.59Ton $ 2.00 $ 541.12
44 Traffic Control ILS 3 0.33 LS $ 1,400.00 $ 486.87
45 4" Condu8 (sch. 40 PVC) 5385 LF I 5385.00 LF $ 330 $ 17.770.50
46 Trenching / Install Condu8 / Back~ll 3235 LF I 3235.00 LF $ 350
47 [nst~lI 4'x4~x4' PCC Hand Hole 4 EA I 400 EA $ 441.00 $ 1,764.00
48 Concrete Encased Sweeps 0 EA 1 0.00 BA $ 25.00 $
49 Remove and Reinstall Light Si~ndards 2 EA 2 1.00 EA $ 1,177.00 $ 1,17700
53 Sod 0 SY 2 0.0O SY $ 4.25 $
54 Erosion Control 0 LS 4 0.00 LS $ 1,000 00 $
1 CleaSng and Grubbmg ILS 4 0.25 LS
9 Disposal of Contaminated Matedal 293.53 Ton I 293.53 Ton
28 20"SteelCasingOpen Cut (0.312"WaII) 110 LF 1 110.00 LF
83.67 $ 18,889.06
47.73 $ 5,250 30
124.00 $ 2,852.00
195.00 $ 390.00
2,400.00 $ 4,800.00
21.04 $ 3,476.86
28.02 $ 46,513.48
1,033.00 $ 11,36300
430.00 $ 3,870.00
1,920.00 $ 7,920.00
22.00 $ t10.00
700.00 $ 700.00
225.00 $ 225.00
3.00 $ 8,70000
325.00 $ 1,300.00
1,431 55 $ 1,431.55
1,400 00 $ 466.87
9.72
375.00 $ 375.00
1,000.00 $
7.50 $ 86250
2.00 $ 569 60
2.95 $ 92O.57
5.84 $ 1,062.29
11.95 $ 580.86
34.50 $ 3,856.30
12.00 $ 92.00
4,600.00 $ 1,150.00
1 Cleanng and Grubbing ILS 4 025 LS $ 1,OSO.0O $ 270 0O
54 Erosion Control 0 LS 4 0.00 LS $ 1,000.00 S
32 42" RCP Class III 135LF I 135.00 LF $ 89,87 $ 12,132.zk5
C-33 72"RCP Classlll 328.5 LF I 328.50 LF $ 192.73 $ 63,311.81
C~34 84" RCP Class III 645 EA I 645.00 EA $ 276.36 $ 178,252.20
C~35 84'b448"Tee I EA I 1.00 EA $ 2,905.10 S 2,905.10
31 StermSewer ManholeRing/Cover 2 EA 1 2.00 EA $ 27500 $ 550.00
C-36 JunctienBex~I I EA 1 100 EA $ 14,710.00 S 14,71000
C~37 JunoSon Box ¢2 1 EA ~ 1.00 EA $ 10,565.00 S 10,565.00
C-38 Junct~onBox¢~ I EA I 1.00 EA $ 10,421.00 S 10,421.00
39 Storm Sewer SidewaII (48" ID) 3 LF I 3.00 LF $ 80.25 S 24075
40 Stann Manhole#1 ILS 1 1.00 LS $ 5,635.00 $ 5,635.00
41 Trench Bedding 1179. II Ton 2 58956 Ton $ 10.85 $ 6,278.76
43 Impor[ed Fill Sand (For Utility Trenches) 575 Ton 3200% 184.00 Ton $ 7.50 $ 1,380 00
A-43 Hauling and Placing Stockpiled Fill Sand (For U01ily Trench~ 1424 Ton 32.00% 455.68 Ton $ 2.00 $ 911.36
19 Graded Stone Base 1988.15Ton 4500% 894.67Ton $ 11.00 $ 9,841.34
12 SawCutting ~CC) 611 LF 65.00% 39715 LF $ 2.00 $ 79430
13 ACC Surface Removal 156&77 SY 75.00% 117658 SY $ 2.92 $ 3,43561
10 3" Graded Base Stone 19443 Ton 4 48.61 Ton $ II,95 $ 580.86
17 PavementReplacement(ACC) 454.98Ton 40.00% 18199Ton $ 55.00 $ 10,00958
A-17 PavementReplacement (ColdPatch) 35.01 Ton 4000% 14.00 Ton $ 7900 $ 1,106.32
16 Curb & Gutter Replacemeof 110 LF 3 38.67 LF $ 2100 $ 770.00
55 CenslT~ctio n Sl~king ILS 4 0.25 LS $ 4,60000 $ 1,150.00
E-1 Lower Storm Sewer MH 2 te MH 3 1 LS 1 1.00 LS S 704.44 $ 704.44
E~5 Sheet Pile @ Junction Box#1 1 LS I 1 00 LS S 700.00 $ 700 00
E~ Addi0onalReioforcing For Junction Boxes ILS I 1.00 LS $ 2,510.00 $ 2,510.00
E-9 Upsize SLorm MH#1 to 84" Dia. ILS 1 1.00 LS S 1,794 50 $ 1,794.50
E-10 24" RCP out of J-Box#3 8 LF 1 8,00 LF S 29.95 $ 23960
E-11 Additional 15" RCP 405 LF I 405.00 LF $ 23.82 $ 9,647.10
E-12 Add~onal Cat=h Basins 2EA 1 2.00 EA $ 985,00 $ 1,970.00
E-I 3 Additional Storm MH 1 EA I 1.00 EA $ 895.00 $ 895.00
TOTAL CONSTRUCTION COST:
I LS 1 1.00 LS $ 6,00000
$ 8,OO0.OO
TOTAL PROJECT COST:
CITY OF DUBUQUE, IOWA
BELL STREET
UTILITY RELOCATION, PHASE 2
ALTERNATE "C" BID COST BREAK DOWN
TOTAL SECTION
NO, DESCRIPTION QUANTITY SPLIT QUANTITy
UNIT TOTAL
PRICE PRICE
I PUBUC UTILITIES CONSTRUCTION ~
I CIearing and Grubbing ILS 4 0.25 LS $ 1,080.00 $ 270.00
11 SawCut~ng (Concrete) 635 LF 3 211.67 LF $ 295 $ 62442
14 PCC Surface Removal 923 SY 3 30767 SY $ 5.84 $ 1,796.77
12 SawCut~ng (ACC) 350 LF 17.50% 61.25 LF $ 200 $ 12250
13 ACC Sur[ace Removal 1397 SY 12.50% 170 88 SY $ 2.92 $ 498.95
10 3" Graded Base Stone 1600 Ton 4 400.00 Ton $ 11.95 $ 4,780 oo
17 PavementReplacement (ACC) 587 Ton 30.00% 178.I0 Ton $ 55.00 $ 9.685.50
15 Pavement Replacement (8" PCC with In~gral C&G) 888SY 3 296.00 SY $ 34.50 $ 10,21200
16 CUI~ & Gutter Replacement 179LF 3 56.67 LF $ 21.00 $ 1,19000
18 Sidewalk (4"} 300 SF 2 150.00 SF $ 459 $ 67500
19 Graded Stone Base 1036 Ton 27.50% 284 90 Ton $ 1180 $ 3,133.90
43 Imported Fill Sand (For Utility Trenches} 16269 Ton I9.00% 3089.48 Tan $ 7.50 $ 23,170.50
44 TrafficCon~l ILS 3 0.33 LS $ 1,400.00 $ 466.67
45 4" Conduit (sch. 40 PVC) 4580 LF I 4500.00 LF $ 6.30 $ 14,850.00
46 Trenching /lnstaII Conduit / Backfill 2850 LF 1 2659.00 LF $ 6.50 $ 9,275.00
47 Install 4~x4'x4' PCC Hand Hale 4 EA 1 4.00 EA $ 441 .g0 $ 1,76400
48 Concrete ~ncased Sweeps 12 EA I 12.00 EA $ 25.00 $ 300 00
49 F,%move and Reins~ll Light Standards 4 EA 2 2.00 EA $ 1,177.09 $ 2,35400
53 Sod 589 SY 2 294.50 SY $ 4.25 $ 1,251.63
54 Erosion Control ILS 4 0.25 LS $ 1,000 0O $ 25000
I .?.~.~J.T~.~.. ~. E ..~Y....E.E,?~E .'[~..u.,c..'E.l.~.~... .................. ..!
I WATER MAIN CONSTRUCTION
I Cleadng and Grubbing ILS 4 0.25 LS $ 1,080.00 $ 270.00
9 DisposalofCont~minat~d MatedaI 1300 Ton 1 1300.00 Ton $ 93.67 $ 82,771.00
28 20" Steel Casing Open Cut (0.312" Wall) 110LF 1 110.00 LF .$ 47.73 $ 5,250.30
29 Casing Spacers 23 EA I 23.00 EA S 12400 $ 2,85200
30 Casing EndSeaIs 2 EA I 2.00 EA S 19500 $ 39000
20 Connectto ExistingWater Main 4 EA 1 4.00 EA $ 2,400.00 $ 9,60000
21 6" D.I.P. Water Service a~d Hydrant Lead 218LF I 21800 LF $ 2104 $ 4,586,72
22 12"Water Main (D,I P,-Class52) 1763 LF I 1753.00 LF $ 28.02 $ 49.399.26
23 I2"VaIve with Box 10 EA I 10.00 EA $ 1,039.00 $ 10,330.00
24 6"Valve with Box 10 EA t 10.00 EA $ 430.00 S 4,30000
25 6" Fire Hydrant 7 EA I 7.00 EA $ 1.320.00 S 9,240.00
26 Fittings (Compact Ductile Iron) 32>35 LBS I 3235.00 LBS $ 9.00 $ 9,705.00
27 Remove ExisSng FireHydrant&Salwge f~r City 3 EA I 3.00 EA $ 325.00 $ 975.00
44 Traffic Control ILS 3 033 LS $ 1,400.00 $ 466.67
51 Remove Existing Water Main 230 LF I 230.00 LF $ 9.72 $ 2.235.60
52 PIug EndofExisdngWaterMain 5 EA 1 5.00 EA $ 375.00 $ 1,875.00
54 Erosion Control ILS 4 0.25 LS $ 1,000.00 $ 250.00
43 Imported Fill Band (For Utility Trenches) 16280 Ton 20.00% 3252.00 Ton $ 7.50 $ 24,390.00
I1 SawCut~n9 (Concrete) 635 LF 3 211.67 LF $ 2.95 $ 62442
14 PCC Surface Removal 923 SY 3 307.67 SY 9 5.84 $ 1,796.77
10 3" Graded Base Stone 1900 Ton 4 400.00 Ton S 11.95 $ 4,789 00
15 Pavement Replac, ament (8" PCC with Integral C&G) 888SY 3 295.00 SY S 3450 $ 10,21200
I ?.I? ~ ~..~?E~,.c. ?.~?.~ ..............................
A-17 Pavement Replacement (Cold Patch)
A~9 Hauling and Placing Stockpiled Fill Sand (For Utility Trenche~
TOTAL CONSTRUCTION ESTIMATE:
872 Ton I 872.00 Ton $ 79.00 $ 68,888.00
27300 Ton I 27300,00 Ton $ 4.00 $ 109,200.00
55 Cons~¢tion Staking ILS 1 1.00 LS $ 4,600.00 $ 4,60000