HomeMy WebLinkAbout11-198 f
Resolution No. 1 1-198
RESOLUTION
APPROVING CHANGE ORDER NO. 1 AND FINAL FOR THE CONTRACT
WITH J & T SERVICES FOR THE 2009 CENTRAL BUSINESS
DISTRICT WATER MAIN PROJECT
WHEREAS, the City of Elgin has heretofore entered into a contract with J & T Services
for the 2009 Central Business District Water Main Project; and
WHEREAS, it is necessary and desirable to modify the terms of the contract as is described
in Change Order No. 1 and Final, attached hereto.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
ELGIN,ILLINOIS,that Sean R, Stegall,City Manager,be and is hereby authorized and directed to
execute Change Order No. 1 and Final,a copy of which is attached hereto and made a part hereof by
reference.
s/David J. Kaptain
David J. Kaptain, Mayor
Presented: December 7, 2011
Adopted: December 7, 2011
Omnibus Vote: Yeas: 6 Nays: 0
Attest:
s/Kimberly Dewis
Kimberly Dewis, City Clerk
<'ypFF4C
hUY.1
d " ' ° City of Elgin Change Order
gip
�i.4, V A
ELGIN, ILLINOIS
PROJECT 2009 CBD WATER MAIN IMPROVEMENT
CHANGE ORDER No. 1 AND FINAL
CONTRACT: 2009 CBD WATER MAIN—Highland Avenue (Riverside Drive to Center St), Center
Street (Symphony Way to Kimball Street) and Spring Street(Highland Avenue to Division Street)
SCOPE: This change order will add funding to accommodate increase to contract quantities and will
add pay items and quantities to address conditions discovered during construction and requests made by
the City.
REASONS FOR CHANGE: The added work was required by the City, is germane to the original con-
tract as signed, is authorized by law and was not foreseeable at the time the original contract was signed.
SUMMARY OF CHANGES IN CONTRACT AMOUNT: The contract is being amended as to cost
and is due to an unanticipated amount of foundation removal or coring to accommodate new water main
and the new building services.
ORIGINAL CONTRACT AMOUNT: $ 949,076.78
CHANGE ORDER No. 1:
• Increase to contract pay items(final Quantities attached) $ 946.47
• Add water valve vault outside project limits, Chicago $ 2,470.00
and Center to allow the proper shutdown of water
Mains on Highland Avenue. Valves on existing water
main on Center Street were non-functioning due to age.
• Added pay item for concrete/rock foundation walls $13,775.00
removal when located in the water main trench. Water
main location could not be changed due to other utilities
and existing water main location.
• Add pay item to accomodate extending water main $13,723.80
through a large concrete lined raceway. An
undocumented raceway extending across Highland
Avenue was discovered at the Post Office. This pay
item accomodates coring through one foot thick, steel
reinforced walls, installing a manhole on the raceway
and supporting the new water main throuh the vault space.
TOTAL FOR CHANGE ORDER NO. 1 ADD $30,915.27
TOTAL REVISED CONTRACT AMOUNT: $979,992.05
The original amount of the contract with J&T Services is $949,076.78. Change Order No. 1 will increase
the original contract amount by a total of$30,915.27, that sum representing three and twenty-six hun-
dredths percent (3.26%) of the original contract amount. The new contract amount, inclusive of all
change orders is $979,992.05.
OTHER CONTRACT PROVISIONS: All other contract provisions remain the same.
•
•
CHANGE ORDER No. 1
2009 CBD Water Main Improvement
Agreed to this 7tlday of TGa%m-(,2011.
•
Recommended by:
•
ENGINEERING DEPARTMENT
By: Joseph Evers
1
Title: City En••seer i
Date: Z30 "I
Signature: t�7
Accepted by:
J& T SERVICES
Party of the Second Part(Contractor)
By: [ ji'7 /4 L i M2l b
Title: fa S 1 U Lst
Date: ///. teb
Signature: .
Approved by:
CITY OF ELGIN `'
Party of the First Part(Owner)
•
By: Sean Stegall
Title: City Manager
Date: Decemb 7, 2011
Signature: f0d. ' I
F:1Public_Works\Engineering\Capita(Projects\CBD Unction CBD Water Main\Phase 4 Water Main Change Order Aldoc i•
1
1
•
2009 Water Main Improvements .
Final Quantities
Final Total Cost to Plan Variance in Variance from
UNIT ITEM Unit Price Quantity Date Quantity Plan Cost plan quantity plan cost
1 CU YD POROUS GRANULAR EMBANKMENT $10.00 0 $0.00 40 $400.00 -40.00 -$400.00
2 FOOT EXPLORATION TRENCH 72"DEPTH $35.00 664.0 $23,240.00 340 $11,900.00 324.00 $11,340.00
3 GALLON BITUMINOUS MATERIALS(PRIME COAT) $2.50 0.0 $0.00 120 $300.00 -120.00 -$300.00
4 TON HOT-MIX ASPHALT SURFACE COURSE,MIX"D",N50 $110.00 346.9 $38,154.60 360 $39,600.00 -13.14 -$1,445.40
5 TON INCIDENTAL HOT-MIX ASPHALT SURFACING $100.00 0.00 $0.00 360 $36,000.00 -360.00 -$36,000.00
6 SQ YD PROTECTIVE COAT $2.00 0 $0.00 100 $200.00 -100.00 -$200.00
SQ YD PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT,8 $30.00 6 7 INCH 0
$0.00 $180.00 -6.00 -$180.00
8 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH $4.50 0 $0.00 758 $3,411.00 -758.00 -$3,411.00
SQ PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH-ADA FT $25.00 25
9 COMPLIANT(RED STAMPED CONCRETE) 0 $0.00 $625.00 -25.00 -$625.00
10 SQ YD DRIVEWAY PAVEMENT REMOVAL $2.00 0 $0.00 6 $12.00 -6.00 -$12.00
11 FOOT COMBINATION CURB AND GUTTER REMOVAL $2.00 172.0 $344.00 80 $160.00 92.00 $184.00
12 SO FT SIDEWALK REMOVAL $1.75 1404.9 $2,458.58 758 $1,326.50 646.90 $1,132.08
13 SQ YD CLASS C PATCHES,9 INCH $42.00 0.0 $0.00 800 $33,600.00 -800.00 -$33,600.00
14 SQ YD HIGH-EARLY-STRENGTH CLASS C PATCHES,9 INCH $53.00 581.5 $30,819.50 800 $42,400.00 -218.50 -$11,580.50
15 CU YD CONCRETE REMOVAL $250.00 58.1 $14,525.00 3 $750.00 55.10 $13,775.00
16 EACH SANITARY SERVICE CONNECTION $500.00 2.0 $1,000.00 2 $1,000.00 0.00 $0.00
17 FOOT SEWER-REINFORCED CONCRETE PIPE(RCCP)-TYPE 2-12" $7.00 0.0 $0.00 10 $70.00 -10.00 -$70.00
18 FOOT SEWER-DUCTILE IRON PIPE-8" $45.00 45.3 $2,038.50 33 $1,485.00 12.30 $553.50
19 FOOT SEWER-DUCTILE IRON PIPE(DIP)-12" $55.00 8.0 $440.00 10 $550.00 -2.00 -$110.00
20 FOOT SEWER-DUCTILE IRON PIPE(DIP)-15" $65.00 16.0 $1,040.00 25 $1,625.00 -9.00 -$585.00
21 POUND DUCTILE IRON FITTINGS $4.75 10933.0 $51,931.75 3,000 $14,250.00 7,933.00 $37,681.75
22 FOOT WATER MAIN 4" $76.00 482.5 $36,670.00 618 $46,968.00 -135.50 -$10,298.00
23 FOOT WATER MAIN 6" $78.00 279.5 $21,801.00 250 $19,500.00 29.50 $2,301.00
24 FOOT WATER MAIN 8" $85.00 1982.0 $168,470.00 1,985 $168,725.00 -3.00 -$255.00
25 FOOT WATER MAIN 10" $200.00 68.0 $13,600.00 35 $7,000.00 33.00 $6,600.00
26 FOOT WATER MAIN 12" $200.00 26.5 $5,300.00 40 $8,000.00 -13.50 -$2,700.00
27 FOOT POLYETHYLENE WRAP 4" $0.30 180.0 $54.00 618 $185.40 -438.00 -$131.40
28 FOOT POLYETHYLENE WRAP 6" $0.30 77.5 $23.25 250 $75.00 -172.50 -$51.75
29 FOOT POLYETHYLENE WRAP 8" $0.30 1667.0 $500.10 1,985 $595.50 -318.00 -$95.40
30 FOOT POLYETHYLENE WRAP 10" $0.43 0.0 $0.00 27 $11.61 -27.00 -$11.61
31 FOOT POLYETHYLENE WRAP 12" $0.43 12.0 $5.16 40 $17.20 -28.00 -$12.04
1
2009 Water Main improvements
Final Quantities
Final Total Cost to Plan Variance in Variance from
UNIT ITEM Unit Price Quantity Date Quantity Plan Cost plan quantity plan cost
32 FOOT WATER SERVICE LINE 2" $75.00 768.0 $57,600.00 960 $72,000.00 -192.00 -$14,400.00
33 FOOT WATER MAIN REMOVAL 6" $150.00 220.5 $33,075.00 30 $4,500.00 190.50 $28,575.00
34 FOOT WATER MAIN REMOVAL 8" $169.00 20.5 $3,464.50 25 $4,225.00 -4.50 -$760.50
35 FOOT WATER MAIN REMOVAL 10" $175.00 56.0 $9,800.00 45 $7,875.00 11.00 $1,925.00
36 EACH BUFFALO BOX AND SERVICE REMOVAL $100.00 0.0 $0.00 5 $500.00 -5.00 -$500.00
37 EACH FIRE HYDRANTS TO BE REMOVED $500.00 3.0 $1,500.00 3 $1,500.00 0.00 $0.00
38 EACH FIRE HYDRANTS $2,635.00 5.0 $13,175.00 5 $13,175.00 0.00 $0.00
39 EACH RESILIENT WEDGE VALVE-4" $618.50 1.0 $618.50 1 $618.50 0.00 $0.00
40 EACH RESILIENT WEDGE VALVE-6" $1,952.00 5.0 $9,760.00 5 $9,760.00 0.00 $0.00
41 EACH RESILIENT WEDGE VALVE-8" $1,953.00 8.0 $15,624.00 9 $17,577.00 -1.00 -$1,953.00
42 EACH RESILIENT WEDGE VALVE-12" $2,470.00 2.0 $4,940.00 1 $2,470.00 1.00 $2,470.00
43 EACH INSERTION VALVE-10" $4,200.00 0.0 $0.00 1 $4,200.00 -1.00 -$4,200.00
44 EACH WATER SERVICE VAULT 5'X 4' $4,900.00 14.0 $68,600.00 14 $68,600.00 0.00 $0.00
45 EACH ADDITIONAL ROUNDWAY $75.00 3.0 $225.00 2 $150.00 1.00 $75.00
46 EACH ADDITIONAL WATER SERVICE VAULT LENGTH $200.00 2.0 $400.00 5 $1,000.00 -3.00 -$600.00
47 FOOT WATER METER RELOCATION $2,600.00 7.0 $18,200.00 2 $5,200.00 5.00 $13,000.00
48 EACH WATER METER CONNECTION $800.00 7.0 $5,600.00 11 $8,800.00 -4.00 -$3,200.00
49 EACH GASKET SEALED LID FOR MANHOLE $100.00 0.0 $0.00 5 $500.00 -5.00 -$500.00
50 EACH DOMESTIC SERVICE TAP $1,332.00 0.0 $0.00 3 $3,996.00 -3.00 -$3,996.00
51 EACH IRRIGATION SERVICE TAP AND CURB STOP $1,332.00 1.0 $1,332.00 2 $2,664.00 -1.00 -$1,332.00
52 EACH PRESSURE CONNECTION 6"X 6" $1,985.00 1.0 $1,985.00 1 $1,985.00 0.00 $0.00
53 EACH CUT-IN CONNECTION $2,500.00 17.0 $42,500.00 9 $22,500.00 8.00 $20,000.00
54 EACH FOUNDATION CORING-3"DIAMETER OR LESS $60.00 3.0 $180.00 17 $1,020.00 -14.00 -$840.00
55 EACH FOUNDATION CORING-GREATER THAN 3"DIAMETER $60.00 17.0 $1,020.00 17 $1,020.00 0.00 $0.00
56 EACH CATCH BASINS,TYPE A,4'DIA.,TYPE 11 FRAME AND GRATE $1,000.00 0.0 $0.00 2 $2,000.00 -2.00 -$2,000.00
57 EACH INLETS,TYPE A,TYPE 11 FRAME AND GRATE $370.00 0.0 $0.00 2 $740.00 -2.00 -$740.00
58 EACH VALVE VAULTS,4'-DIAMETER $1,900.00 17.0 $32,300.00 15 $28,500.00 2.00 $3,800.00
5g EACH VALVE VAULTS,5'-DIAMETER $2,200.00 4.0 $8,800.00 1 $2,200.00 3.00 $6,600.00
60 EACH VALVE VAULTS TO BE REMOVED $300.00 3.00 $900.00 6 $1,800.00 -3.00 -$900.00
61 EACH VALVE BOXES TO BE REMOVED $10.00 1.0 S10.00 2 $20.00 -1.00 -$10.00
62 EACH REMOVING CATCH BASINS $50.00 8.0 $400.00 2 $100.00 6.00 $300.00
63 EACH REMOVING INLETS $25.00 0.0 $0.00 2 $50.00 -2.00 -$50.00
•
2009 Water Main Improvements
Final Quantities
Final Total Cost to Plan Variance in Variance from
UNIT ITEM Unit Price Quantity Date Quantity Plan Cost plan quantity plan cost
64 EACH FILLING MANHOLES $290.00 2.0 $580.00 1 $290.00 1.00 $290.00
65 EACH FILLING VALVE VAULTS $277.00 6.0 $1,662 00 17 $4,709.00 -11.00 -$3,047.00
66 FOOT COMBINATION CONCRETE CURB AND GUTTER,TYPE B-6.12 $22.00 20.0 $440.00 72 $1,584.00 -52.00 -$1,144.00
67 FOOT COMBINATION CONCRETE CURB AND GUTTER,TYPE B-6.18 $25.00 20.0 $500.00 8 $200.00 12.00 $300.00
68 L SUM TRAFFIC CONTROL AND PROTECTION $98,346.47 1.0000 $98,346.47 1 $98,346.47 0.00 $0.00
69 SQ FT PAINT PAVEMENT MARKING-LETTERS AND SYMBOLS $2.40 36.4 $87.36 106 $254.40 -69.60 -$167.04
70 FOOT PAINT PAVEMENT MARKING-LINE 4" $0.50 54.0 $27.00 850 $425.00 -796.00 -$398.00
71 FOOT PAINT PAVEMENT MARKING-LINE 6" $0.80 160.5 $128.40 2,000 $1,600.00 -1,839.50 -$1,471.60
72 FOOT PAINT PAVEMENT MARKING-LINE 12" $1.50 24.0 $36.00 450 $675.00 -426.00 -$639.00
73 FOOT PAINT PAVEMENT MARKING-LINE 24" $2.50 136.0 $340.00 150 $375.00 -14.00 -$35.00
74 SQ FT PAVEMENT MARKING REMOVAL $1.20 0.0 $0.00 1,750 $2,100.00 -1,750.00 -$2,100.00
75 CU YD DEBRIS REMOVAL $25.04 0.0 $0 00 3 $75.12 -3.00 -$75.12
76 FOOT STEEL CASINGS 10" $16.30 0.0 $0.00 44 $717.20 -44.00 -$717.20
77 FOOT STEEL CASINGS 12" $20.75 0.0 $0.00 22 $456.50 -22.00 -$456.50
78 FOOT STEEL CASINGS 14" $25.97 20.0 $519 40 110 $2,856.70 -90.00 -$2,337.30
79 FOOT STEEL CASINGS 16" $30.44 20.0 $608.80 22 $669.68 -2.00 -$60.88
80 EACH DUST CONTROL-MECHANICAL SWEEPING $125.00 25.0 $3,125.00 50 $6,250.00 -25.00 -$3,125.00
81 UNIT DUST CONTROL-WATERING WITH CALCIUM CHLORIDE $1.50 0.0 $0.00 50 $75.00 -50.00 -$75.00
82 UNIT NIGHT WORK $2,350.00 11.0 $25,850.00 15 $35,250.00 -4.00 -$9,400.00
83 ALLOW MISCELLANEOUS WORK $60,000.00 1.7220 $103,317.20 1 $60,000.00 0.72 $43,317.20
$979,992.06 $949,076.78
Contract awarded value= $949,076.78
Additional Costs+ $30,915.27
Final contract cost= $979,992.05
3
2009 Water Main Improvements
Final Quantities
Final Total Cost to Plan Variance in Variance from
UNIT ITEM Unit Price Quantity Date Quantity Plan Cost plan quantity plan cost
Item No. Comments
1 Item not used.
2 Excessive number of utilities,both alive and abandoned required extensive hand digging in order to locate utilities.
3 Item not used.
4 Adjust for field conditions
5-10 Item not used.
11 Adjust for field conditions
12 Adjust for field conditions.
13 To expedite completion of patches,high early strengh concrete was used for all patches.
14 To expedite completion of patches,high early strengh concrete was used for all patches.
15 Discovery of abandoned concrete foundations required their removal In order to place water main.
16 Item not used.
17 Item not used.
18-20 Adjust for field conditions.
21 Adjust for field conditions. Changes in vertical and horizontal directions required to circumnavigate existing utilities.
22-31 Adjust for field conditions.
32 Adjust for field conditions. Plan quantity appears excessive.
33-52 Adjust for field conditions.
53 Plan quantity did not take into account cut-in connections to connect to existing fire service lines.
54-93 Adjust for field conditions.
4
1 ,
EF R 70 MAYOR& MEMBERS OF CITY COUNCIL E LG I N
THE CITY IN THE SUBURBS-
AGENDA ITEM:
MEETING DATE: November 16, 2011
ITEM:
Change Order No. 1 and Final with J and T Services for the 2009 Central Business District Water
Main Project
($30,915)
OBJECTIVE:
Enhance the water system in the Central Business District by including additional work neces-
sary to improve constructability.
RECOMMENDATION:
Authorize staff to approve a change order to the 2009 CBD Water Main construction contract
and issue final payment to J and T Services, Inc. in the amount of$30,915.
BACKGROUND
On August 26, 2009, the city council awarded the subject project to J and T Services, Inc. for the
installation of new water main and services to the businesses along Highland Avenue from Ri-
verside Drive to Center Street, Center Street from Symphony to Kimball and Spring Street from
Highland to Division Street in the Central Business District (CBD). The change order is necessi-
tated by increases to contract quantities and added pay items including the installation of a
new water valve outside the limits of the project necessary to complete the project, an increase
for foundation removal work, and a large undocumented storm sewer vault and raceway (un-
derground water channel) encountered between Riverside and Grove.
OPERATIONAL ANALYSIS
The project began in September 2009 and replaced aged water mains in the CBD. A portion of
the work was completed where buildings had been erected and then removed several decades
ago for the construction of Highland Avenue (late 1930's). Unfortunately, when the buildings
were removed the foundations were simply buried. An abandoned raceway was discovered be-
tween the post office on the north side of Highland and the bank on the south side of Highland.
It is believed that the raceway provided water and therefore energy to the industrial uses that
lined the west bank of the river years ago. The work included an access manhole to the topof
g
the raceway, an entry for the new main was punched through both sides of the raceway and
water main support systems inside the raceway were provided.
INTERESTED PERSONS CONTACTED
None.
FINANCIAL ANALYSIS
Total cost of change order number one and final for the installation of new water main and ser-
vices provided by J and T Services, Inc. is $30,915. The original contract cost was $949,077. The
total cost of the contract including the change order will be $979,992. This change order would
allow for the payment of added pay items and services rendered.
BUDGET IMPACT
FUND(S) ACCOUNT(S) PROJECT#(S) AMOUNT AMOUNT
BUDGETED AVAILABLE
2006 G.O. 366-4000-795.93-41 409670 1,373,000 55,000
Bond
LEGAL IMPACT
None.
ALTERNATIVES
The city council may choose to reject Change Order No. 1 and Final to J and T Services, Inc.
NEXT STEPS
1. Execute the change order.
2. Amend the current purchase order.
3. Process final payment.
2
Originators: Joseph Evers, City Engineer
Final Review: Colleen Lavery, Chief Financial Officer
William A. Cogley, Corporation Counsel/Chief Development Officer
Richard G. Kozal, Assistant City Manager/Chief Operating Officer
Sean R. Stegall, City Manager
ATTACHMENTS
A. Change Order No. 1 and Final
J .
3
�.4 OF t4Ci
c,
? , City of Elgin Change Order
ELGIN,ILLINOIS
PROJECT 2009 CBD WATER MAIN IMPROVEMENT
CHANGE ORDER No. 1 AND FINAL
CONTRACT: 2009 CBD WATER MAIN—Highland Avenue(Riverside Drive to Center St), Center
Street(Symphony Way to Kimball Street) and Spring Street(Highland Avenue to Division Street)
SCOPE: This change order will add funding to accommodate increase to contract quantities and will
add pay items and quantities to address conditions discovered during construction and requests made by
the City.
REASONS FOR CHANGE: The added work was required by the City, is germane to the original con-
tract as signed, is authorized by law and was not foreseeable at the time the original contract was signed.
SUMMARY OF CHANGES IN CONTRACT AMOUNT: The contract is being amended as to cost
and is due to an unanticipated amount of foundation removal or coring to accommodate new water main
and the new building services.
ORIGINAL CONTRACT AMOUNT: $ 949,076.78
CHANGE ORDER No. 1:
• Increase to contract pay items(final Quantities attached) $ 946.47
• Add water valve vault outside project limits, Chicago $ 2,470.00
and Center to allow the proper shutdown of water
Mains on Highland Avenue. Valves on existing water
main on Center Street were non-functioning due to age.
• Added pay item for concrete/rock foundation walls $13,775.00
removal when located in the water main trench. Water
main location could not be changed due to other utilities
and existing water main location.
• Add pay item to accomodate extending water main $13,723.80
through a large concrete lined raceway. An
undocumented raceway extending across Highland
Avenue was discovered at the Post Office. This pay
item accomodates coring through one foot thick, steel
reinforced walls,installing a manhole on the raceway
and supporting the new water main throuh the vault space.
TOTAL FOR CHANGE ORDER NO. 1 ADD $30,915.27
TOTAL REVISED CONTRACT AMOUNT: $979,992.05 •
The original amount of the contract with J&T Services is$949,076.78. Change Order No. 1 will increase
the original contract amount by a total of$30,915.27,that sum representing three and twenty-six hun-
dredths percent(3.26%)of the original contract amount. The new contract amount, inclusive of all
change orders is$979,992.05.
OTHER CONTRACT PROVISIONS: All other contract provisions remain the same.
•
•
j•.
• _r •
,
CHANGE ORDER No. 1
2009 CBD Water Main Improvement
Agreed to this day of , 2011.
Recommended by:
ENGINEERING DEPARTMENT
By: Joseph Evers
Title: City Engineer
Date:
Signature:
Accepted by:
J& T SERVICES
Party of the Second Part (Contractor)
By:
Title:
Date:
Signature:
Approved by:
CITY OF ELGIN
Party of the First Part(Owner)
By: Sean Stegall
Title: City Manager
Date:
Signature:
F:\Public_Works\Engineering\Capitai Projects\CBD Construction\2009 CBD Water Main\Phase 4 Water Main Change Order JE.doc
2009 Water Main Improvements
Final Quantities
Final Total Cost to Plan Variance in Variance from
UNIT ITEM Unit Price Quantity Date Quantity Plan Cost plan quantity plan cost
1 CU YD POROUS GRANULAR EMBANKMENT $10.00 0 $0.00 40 $400.00 -40.00 -$400.00
2 FOOT EXPLORATION TRENCH 72"DEPTH $35.00 664.0 $23,240.00 340 $11,900.00 324.00 $11,340.00
3 GALLON BITUMINOUS MATERIALS(PRIME COAT) $2.50 0.0 $0.00 120 $300.00 -120.00 -$300.00
4 TON HOT-MIX ASPHALT SURFACE COURSE,MIX"D",N50 $110.00 346.9 $38,154.60 360 $39,600.00 -13.14 -$1,445.40
5 TON INCIDENTAL HOT-MIX ASPHALT SURFACING $100.00 0.00 $0.00 360 $36,000.00 -360.00 -$36,000.00
6 SQ YD PROTECTIVE COAT $2.00 0 $0.00 100
$200.00 -100.00 -$200.00
7 SQ YD PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT,8 $30INCH .00 6
0 $0.00 $180.00 -6.00 -$180.00
8 SQ FT PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH $4.50 0 $0.00 758 $3,411.00 -758.00 -$3,411.00
PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH-ADA
9 SQ COMPLIANT(RED STAMPED CONCRETE)FT $25.00 0 $0.00 25 $625.00 -25.00 -$625.00
10 SQ YD DRIVEWAY PAVEMENT REMOVAL $2.00 0 $0.00 6
$12.00 -6.00 -$12.00
11 FOOT COMBINATION CURB AND GUTTER REMOVAL $2.00 172.0 $344.00 80 $160.00 92.00 $184.00
12 SQ FT SIDEWALK REMOVAL $1.75 1404.9 $2,458.58 758 $1,326.50 646.90 $1,132.08
13 SQ YD CLASS C PATCHES,9 INCH $42.00 0.0 $0.00 800 $33,600.00 -800.00 -$33,600.00
14 SQ YD HIGH-EARLY-STRENGTH CLASS C PATCHES,9 INCH $53.00 581.5 $30,819.50 800 $42,400.00 -218.50 -$11,580.50
15 CU YD CONCRETE REMOVAL $250.00 58.1 $14,525.00 3 $750.00 55.10 $13,775.00
16 EACH SANITARY SERVICE CONNECTION $500.00 2.0 $1,000.00 2 $1,000.00 0.00 $0.00
17 FOOT SEWER-REINFORCED CONCRETE PIPE(RCCP)-TYPE 2-12" $7.00 0.0 $0.00 10 $70.00 -10.00 -$70.00
18 FOOT SEWER-DUCTILE IRON PIPE-8" $45.00 45.3 $2,038.50 33 $1,485.00 12.30 $553.50
19 FOOT SEWER-DUCTILE IRON PIPE(DIP)-12" $55.00 8.0 $440.00 10 $550.00 -2.00 -$110.00
20 FOOT SEWER-DUCTILE IRON PIPE(DIP)-15" $65.00 16.0 $1,040.00 25 $1,625.00 -9.00 -$585.00
21 POUND DUCTILE IRON FITTINGS $4.75 10933.0 $51,931.75 3,000 $14,250.00 7,933.00 $37,681.75
22 FOOT WATER MAIN 4" $76.00 482.5 $36,670.00 618 $46,968.00 -135.50 -$10,298.00
23 FOOT WATER MAIN 6" $78.00 279.5 $21,801.00 250 _ $19,500.00 29.50 $2,301.00
24 FOOT WATER MAIN 8" $85.00 1982.0 $168,470.00 1,985 $168,725.00 -3.00 -$255.00
25 FOOT WATER MAIN 10" $200.00 68.0 $13,600.00 35 $7,000.00 33.00 $6,600.00
26 FOOT WATER MAIN 12" $200.00 26.5 $5,300.00 40 $8,000.00 -13.50 -$2,700.00
27 FOOT POLYETHYLENE WRAP 4" $0.30 180.0 $54.00 618 $185.40 -438.00 -$131.40 •
28 FOOT POLYETHYLENE WRAP 6" $0.30 77.5 $23.25 250
$75.00 -172.50 -$51.75
29 FOOT POLYETHYLENE WRAP 8" $0.30 _ 1667.0 $500.10 1,985 $595.50 -318.00 -$95.40
30 FOOT POLYETHYLENE WRAP 10" $0.43 0.0 $0.00 27
$11.61 -27.00 -$11.61
` 31 FOOT POLYETHYLENE WRAP 12" $0.43 12.0 $5.16 40 $17.20 -28.00 -$12.04
' . 1
2009 Water Main Improvements
Final Quantities
Final Total Cost to Plan Variance in Variance from
UNIT ITEM Unit Price Quantity Date Quantity Plan Cost plan quantity plan cost
32 FOOT WATER SERVICE LINE 2" $75.00 768.0 $57,600.00 960 $72,000.00 -192.00 -$14,400.00
33 FOOT WATER MAIN REMOVAL 6" $150.00 220.5 $33,075.00 30 $4,500.00 190.50 $28,575.00
34 FOOT WATER MAIN REMOVAL 8" $169.00 20.5 $3,464.50 25 $4,225.00 -4.50 -$760.50
35 FOOT WATER MAIN REMOVAL 10" $175.00 56.0 $9,800.00 45 $7,875.00 11.00 $1,925.00
36 EACH BUFFALO BOX AND SERVICE REMOVAL $100.00 0.0 $0.00 5 $500.00 -5.00 -$500.00
37 EACH FIRE HYDRANTS TO BE REMOVED $500.00 3.0 $1,500.00 3 $1,500.00 0.00 $0.00
38 EACH FIRE HYDRANTS $2,635.00 5.0 $13,175.00 5 $13,175 00 0.00 $0.00
39 EACH RESILIENT WEDGE VALVE-4" $618.50 1.0 $618.50 1 $618.50 0.00 $0.00
40 EACH RESILIENT WEDGE VALVE-6" $1,952.00 5.0 $9,760.00 5 $9,760.00 0.00 $0.00
41 EACH RESILIENT WEDGE VALVE-8" $1,953.00 8.0 $15,624.00 9 $17,577.00 -1.00 -$1,953.00
42 EACH RESILIENT WEDGE VALVE-12" $2,470.00 2.0 $4,940.00 1 $2,470.00 1.00 $2,470.00
43 EACH INSERTION VALVE-10" $4,200.00 0.0 $0.00 1 $4,200.00 -1.00 -$4,200.00
44 EACH WATER SERVICE VAULT 5'X 4' $4,900.00 14.0 $68,600.00 14 $68,600.00 0.00 $0.00
45 EACH ADDITIONAL ROUNDWAY $75.00 3.0 $225.00 2 $150.00 1.00 $75.00
46 EACH ADDITIONAL WATER SERVICE VAULT LENGTH $200.00 2.0 $400.00 5 $1,000.00 -3.00 -$600.00
47 FOOT WATER METER RELOCATION $2,600.00 7.0 $18,200.00 2 $5,200,00 5.00 $13,000.00
48 EACH WATER METER CONNECTION $800.00 7.0 $5,600.00 11 $8,800.00 -4.00 -$3,200.00
49 EACH GASKET SEALED LID FOR MANHOLE $100.00 0.0 $0.00 5 $500.00 -5.00 -$500.00
50 EACH DOMESTIC SERVICE TAP $1,332.00 0.0 $0.00 3 $3,996.00 -3.00 -$3,996.00
51 EACH IRRIGATION SERVICE TAP AND CURB STOP $1,332.00 1.0 $1,332.00 2 $2,664.00 -1.00 -$1,332.00 1
52 EACH PRESSURE CONNECTION 6"X 6" $1,985.00 1.0 $1,985.00 1 $1,985.00 0.00 $0.00
53 EACH CUT-IN CONNECTION $2,500.00 17.0 $42,500.00 9 $22,500.00 8.00 $20,000.00
54 EACH FOUNDATION CORING-3"DIAMETER OR LESS $60.00 3.0 $180.00 17 $1,020.00 -14.00 -$840.00
55 EACH FOUNDATION CORING-GREATER THAN 3"DIAMETER $60.00 17.0 $1,020.00 17 $1,020.00 0.00 $0.00
56 EACH CATCH BASINS,TYPE A,4'DIA.,TYPE 11 FRAME AND GRATE $1,000.00 0.0 $0.00 2 $2,000.00 -2.00 -$2,000.00
57 EACH INLETS,TYPE A,TYPE 11 FRAME AND GRATE $370.00 0.0 $0.00 2 $740.00 -2.00 -$740.00
58 EACH VALVE VAULTS,4'-DIAMETER $1,900.00 17.0 $32,300.00 15 $28,500.00 2.00 $3,800.00
59 EACH VALVE VAULTS,5'-DIAMETER $2,200.00 4.0 $8,800.00 1 $2,200.00 3.00 $6,600.00
60 EACH VALVE VAULTS TO BE REMOVED $300.00 3.00 $900.00 6 $1,800.00 -3.00 -$900.00
61 EACH VALVE BOXES TO BE REMOVED $10.00 1.0 $10.00 2 $20.00 -1.00 -$10.00
62 EACH REMOVING CATCH BASINS $50.00 8.0 $400.00 2 $100.00 6.00 $300.00
63 EACH REMOVING INLETS $25.00 0.0 $0.00 2 $50.00 -2.00 -$50.00
2
20 Water
0 9 ate Mai
n Improvements
Final Quantities
Final Total Cost to Plan Variance in Variance from 1
UNIT ITEM Unit Price Quantity Date Quantity Plan Cost plan quantity plan cost
64 EACH FILLING MANHOLES $290.00 2.0 $580.00 1 $290.00 1.00 $290.00
65 EACH FILLING VALVE VAULTS $277.00 6.0 $1,662.00 17 $4,709.00 -11.00 -$3,047.00
66 FOOT COMBINATION CONCRETE CURB AND GUTTER,TYPE B-6.12 $22.00 20.0 $440.00 72 $1,584.00 -52.00 -$1,144.00
67 FOOT COMBINATION CONCRETE CURB AND GUTTER,TYPE B-6.18 $25.00 20.0 $500.00 8 $200.00 12.00 $300.00
68 L SUM TRAFFIC CONTROL AND PROTECTION $98,346.47 1.0000 $98,346.47 1 $98,346.47 0-00 $0.00
69 SQ FT PAINT PAVEMENT MARKING-LETTERS AND SYMBOLS $2.40 36.4 $87.36 106 $254.40 -69.60 -$167.04
70 FOOT PAINT PAVEMENT MARKING-LINE 4" $0.50 54.0 $27.00 850 $425.00 -796.00 -$398.00
71 FOOT PAINT PAVEMENT MARKING-LINE 6" $0.80 160.5 $128.40 2,000 $1,600.00 -1,839.50 -$1,471.60
72 FOOT PAINT PAVEMENT MARKING-LINE 12" $1.50 24.0 $36.00 450 $675.00 -426.00 -$639.00
73 FOOT PAINT PAVEMENT MARKING-LINE 24" $2.50 136.0 $340.00 150 $375.00 -14.00 -$35.00
74 SQ FT PAVEMENT MARKING REMOVAL $1.20 0.0 $0.00 1,750 $2,100.00 -1,750.00 -$2,100.00
75 CU YD DEBRIS REMOVAL $25.04 0.0 $0.00 3 $75.12 -3.00 -$75.12
76 FOOT STEEL CASINGS 10" $16.30 0.0 $0.00 44 $717.20 -44.00 -$717.20
77 FOOT STEEL CASINGS 12" $20.75 0.0 $0.00 22 $456.50 -22.00 -$456.50
78 FOOT STEEL CASINGS 14" $25.97 20.0 $519.40 110 $2,856.70 -90.00 -$2,337.30
79 FOOT STEEL CASINGS 16" $30.44 20.0 $608.80 22 $669.68 -2.00 -$60.88
80 EACH DUST CONTROL-MECHANICAL SWEEPING $125.00 25.0 $3,125.00 50 $6,250.00 -25.00 -$3,125.00
81 UNIT DUST CONTROL-WATERING WITH CALCIUM CHLORIDE $1.50 0.0 $0.00 50 $75.00 -50.00 -$75.00
82 UNIT NIGHT WORK $2,350.00 11.0 $25,850.00 15 $35,250.00 -4.00 -$9,400.00
83 ALLOW MISCELLANEOUS WORK $60,000.00 1.7220 $103,317.20 1 $60,000.00 0.72 $43,317.20
$979,992.06 $949,076.78
Contract awarded value= $949,076.78
Additional Costs+ $30,915.27
Final contract cost= $979,992.05
3
2009 Water Main Improvements
Final Quantities
Final Total Cost to Plan Variance in Variance from
UNIT ITEM Unit Price Quantity Date Quantity Plan Cost plan quantity plan cost
Item No. Comments
1 Item not used.
2 Excessive number of utilities,both alive and abandoned required extensive hand digging in order to locate utilities.
3 Item not used.
4 Adjust for field conditions
5-10 Item not used.
11 Adjust for field conditions
12 Adjust for field conditions.
13 To expedite completion of patches,high early strengh concrete was used for all patches.
14 To expedite completion of patches,high early strengh concrete was used for all patches.
15 Discovery of abandoned concrete foundations required their removal in order to place water main.
16 Item not used.
17 Item not used.
18-20 Adjust for field conditions.
21 Adjust for field conditions. Changes in vertical and horizontal directions required to circumnavigate existing utilities.
22-31 Adjust for field conditions.
32 Adjust for field conditions. Plan quantity appears excessive.
33-52 Adjust for field conditions.
53 Plan quantity did not take into account cut-in connections to connect to existing fire service lines.
54-93 Adjust for field conditions.
4
- r
ELGIN
THE CITY IN THE SUBURBS'
DATE: January 9, 2012
TO: Joe Evers, City Engineer
FROM: Jennifer Quinton, Deputy City Clerk
SUBJECT: Resolution No. 11-198, Adopted at the December 7, 2011, Council Meeting
Enclosed you will find the agreement listed below. Please distribute this agreement to the other
party and keep a copy for your records if you wish. If you have any questions please feel free to
contact our office 847-931-5660 and we will do our best to assist you. Thank you.
• Change Order No. 1 and Final for the Contract with J & T Services for the 2009
Central Business District Water Main Project