HomeMy WebLinkAboutResolution - 2006-R0526 - CO To Contract- Granite Constuction Company - Milwaukee Ave Paving Improvenments - 10/26/2006Resolution No_ 2006-RO526
October 26, 2006
Item No. 5.19
RESOLUTION
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the City Council of the City of Lubbock hereby authorizes and directs the
Mayor of the City of Lubbock to execute a Change Order No. 7 to a public works
Contract by and between the City of Lubbock and Granite Construction Company of
Lubbock, Texas, for Milwaukee Avenue Paving Improvements -92nd to 30 Streets,
which Change Order No. 7 and any associated documents, are attached hereto and made a
part of this Resolution for all intents and purposes.
Passed by the City Council this 26th day of October , 2006.
DAVID A. ALLER, MAYOR
ATTEST:
RtAecca Garza, City Secret
APPROVkR AS TO JCONTENTi:
.E., City Engineer
APPROVED AS TO FORM:
stant &y Attorney
jk/ccdocs/GraniteConstCO#7Res
10/16/06
CITY OF LUBBOCK
CHANGE ORDER
Change Order #:
7
Contractor:
Granite Construction
Date:
10/13/06
BID/ITB #:
05 -029 -VK
Contract #: 9035590405 Project Name: Milwaukee Avenue Paving Improvements -
92nd to 34th Street
Change Order within the scope of the contract means a Change Order that DOES NOT ALTER THE NATURE OF THE THING
TO BE CONSTRUCTED AND THAT IS AN INTEGRAL PART OF THE PROJECT OBJECTIVE. After performance of a
construction contract begins, Change Orders may be approved if necessary to 1) make changes in plans or specifications; or 2)
decrease or increase the quantity of work to be performed or materials, equipment, or supplies to be furnished. This DOES NOT
mean that a department can redefine the project. All work that alters the nature of the thing to be constructed or that is not an
integral part of the project objective must be let out for public bid by the Purchasing Department Description of change
(alteration, deviation, addition, or deletion) caused by conditions encountered during construction not covered by the
specifications and drawings of the project (attach additional pages if necessary):
Change the contract to include trench remediation for the 66`x' Street sewer line and associated concrete
removal and replacement, acceptance of work and release of partial retainage and project quantity adjustments
(see attached Memo for explanation). This Change order also states that the warranty period will begin on
October 26, 2006 and the date for contract termination will be no later than July 1, 2007.
Change Orders must either be negotiated in the best interest of the City of Lubbock or put out for public hid by the Purchasing
Department. Where the Change Order is negotiated, the Change Order must be fully documented and iterm/ed as to costs,
including material quantities, material costs, taxes, insurance, employee benefits, other related costs, profit and overhead. Where
certain unit prices are contained in the initial contract, no deviations are allowed in computing negotiated change order costs.
ITEMIZED COSTS MUST BE FULLY DOCUMENTED AND ATTACHED TO THIS FORM.
ITEM DESCRIPTION
A. ORIGINAL CONTRACT VALUE:
B. AMOUNT OF THIS CHANGE ORDER: Council approval required ifnver$25,(Xl(1
C. PERCENT OF CONTRACT VALUE THIS CHANGE ORDER (B/A):
D. AMOUNT OF PREVIOUS CHANGE ORDERS:
E. TOTAL AMOUNT OF ALL CHANGE ORDERS (B+D):
F. PERCENT OF CONTRACT OF ALL CHANGE ORDERS (E/A): 25% Maximum
AMOUNT
$17,316,932.50
-$228,923.25
-1.32%
$1,006,069.68
$777,146.43
4.49%
G. NEW CONTRACT AMOUNT (A+E): $18,094,078.93
It is mutually agreed that the above dollar amount and the time extension, as applicable, as set forth in this Change Order constitutes
full compensation to the Contractor for all costs, expenses and damages to the Contractor, whether direct, consequential or otherwise,
in anyway incident to, or arising out of or resulting directly or indirectly; from the work performed or modified by the Contractor
under this Change Order.
This Chance Order is not valid without the following signatures (please sign in order and return 3 originals with Contract Cover Sheet to
Purch and Contract Xangq=zt Department,
O tMTRACTOR Date (2) PROJECT ARCHrrECT/ENGINEER Date
'" Change Orders over $25,000 require a Contract Cover Sheet and the following signatures;
f%�B�--X10/26/06 AT a 10/26/06
(7) MAYOR, Pavid A. Miller Date (8) C SECRETARY Date
Council Date: October 26, 2006 Aeenda Item #: 5.19 Resolution #: 2006—RO526
PUR-045 (Rev 02/06)
City of Lubbock
Milwaukee Avenue Paving Improvements
34th Street to 92nd Street
Change Order #7 Itemized Costs
Item Description Unit Price Quantity Extension
66th Street Trench Remediation and Street Repair*
2 Adjustment for Quantities not used**
TOTAL for Change Order #7
see attached unit prices for 66th Street repairs
`* see attached Payment Application #16
LS $ 141,062.00 1 $ 141,062.00
LS $(369,955.25) 1 $ (369,985.25)
Previous change orders 1 Q . 8
TOTAL added to contract as of this change order " �''�'', 4B.4' 4
XA200512672.051CIVIL1Change Orders\Change Order #7_ltemized Costs.xls
Original contract Value $17,316,932.50
New total $ f6, , ° N;.W
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MEMO)
TO: Lubbock City Council
FROM: Parkhill, Smith & Cooper, Inc.
SUBJECT: Milwaukee Avenue Change Order #7
DATE: October 13, 2006
Council Members:
PSC Job No: 01.2872.05
This memo provides a detailed explanation of changes to the Milwaukee Avenue Extension Project
Requested in Change Order #7.
Item #1— 66th Street Trench Remediation and Street Repair
After noticing that the curb ramp on the northeast corner of 66`s Street and Milwaukee Ave. had
settled and the fillet in the same location was holding water the contractor cut the pavement to
remove the fillet and curb ramp. Upon saw cutting, the fillet paving settled 4-5 inches. After
removing the fillet paving, it was discovered that an existing east -west sewer line trench had
settled 6 to 8 inches about eight feet wide beneath the paving crossing Milwaukee Ave. The
settlement appears to stop where the main north -south sanitary sewer trench was re -compacted as
a part of the Milwaukee contract. The lump sum price to be added to the contract is payment for
careful removal of the concrete pavement above the trench, removal of the existing fill material,
mechanical compaction of the sewer trench, compaction testing, new concrete paving, one curb
ramp, pavement markings and all associated traffic control devices and labor and incidentals for a
total of $141,062 added to the contract. Substantial completion for this portion of the project will
be January 1, 2007.
Item #2 ® Project Quantity Adjustments
The contractor has claimed final completion of the project (see letter from Granite dated October
10, 2006) and as such, has completed all items to the satisfaction of the owner and owner's
representative with the exception of grass establishment. Referring to attached Payment
Application #16 the contractor has also been paid in full for final quantities. The total contract
value from the original contract plus Change Orders 1-6 is $18,323,002.18 and the total value of
work completed as of October 13 is $17,953,016.93. Therefore the adjustment to the contract for
quantities not used will be the difference in these two numbers or $369,985.25 (See Application
for Payment #16, page 7).
PARKHILL, SMITH & COOPER, INC.
Engineers - Architects - Planners
4222 85th Street, Lubbock, Texas 79423
Phone (806) 473-2200 Fax (846) 473-3500
Lubbock EI Paso Midland Amarillo Odessa
Acceptance of Work and Release of Retainage
Based on the fact that the contractor has claimed final completion with the exception of grass
establishment, we recommend acceptance of his work for everything under the contract
documents except for grass establishment and Item #1 above. This will constitute release of
retainage in the amount of $895,994 held on the project minus $33,137.62 to ensure grass
establishment. Pursuant to this change order, the contractor will be required to establish grass on
the disturbed ROW to the satisfaction of the City for the areas on the seeding schedule provided
in change order #6 no later than July 1, 2007 which will be the contract termination date.
Warranty Period
As stated in the Project Specifications once the contractor claims final completion and the owner
accepts the work, this will begin the one year warranty for the project. As a part of this change
order, the proposed date of acceptance will be the Council meeting date of October 26, 2006
which will also be the beginning of the warranty period.
XA200n2872.051CIVILIChange OrderAChange Order M7_Explanatiun.DOC
PARKHILL, SMITH & COOPER, INC.
Engineers • Architects • Planners
4222 85th Street, Lubbock, Texas 79423
Phone (806) 473-2200 Fax (806) 473-3500
Lubbock EI Paso Midland Amarillo Odessa
GRRn'E
cons'muCTIon
COMPRnu Si12E
Mr. Larry Hertel P.E.
City of Lubbock, Texas
1625 13th St.
Lubbock, Texas 79401
Re: Milwaukee Ave Paving Improvements
34'h St to 92°d St.
Mr. Hertel,
Granite Construction Co. proposes the following price for the remediation work required
at the intersection of Milwaukee Ave and 66th St.
Granite Construction will remove a section of Concrete paving approximately 85ft long
by 12f't wide and the fillet on the north east quadrant of this intersect. We will excavate
the existing sewer line ditch to a depth of 8 ft and recompact this ditch line. We will then
repour the concrete paving removed, using fast track concrete, and repair the pavement
markings using City of Lubbock approve traffic tape. This work will be accomplished in
half widths across Milwaukee Ave. with one lane of traffic maintained in each direction.
All traffic control is included in this price.
The Price for this work is $141,062.00. Please see the attached item cost breakdown.
Sincerely
R. Michael Oliver
Project Manager
Granite Construction Co.
Ce; Jeff Badke
Larry Garland
Matt Strother
P.O. Box 3130
Lubbock, TX 79452
(806) 748-9170
FAX (806) 748-9468
Milwuakee Ave
66th St sewer line remediation and pavement repairs
October 12,2006
ITEM DESCRIPTION
(WANT
UNIT
TOTAL
unit price
COST
Demo Existing conc. Pavment
166
sy
$9,386
$56.54
Traffic control
1
Is
$24,304
$24,30400
Remediate Ditch Line
252
cy
$10,752
$42.67
Concrete paving
166
sy
$20,939
$126.14
Curb ramp
1
ea
$1,495
$1,495.00
Stripping
146
Is
$7,245
$49.62
General account
1
Is
$49,854
$49,854.00
Final clean up
1
IS
$17,087
$17,087.24
$141,062
GRRnn`E
coonSTRUCTIon
c
Wmpnm SII �E
October 10, 2006
Mr. Larry Hertel P.E.
City Engineer, City of Lubbock, Texas
1625 IP Street
Lubbock, Texas
Re; Milwaukee Avenue Paving Improvements — 34th Street to 92nd Street
ITB #05 -029 -VK
Mr. Hertel,
In accordance to the General Conditions of the Agreement, paragraph 44 "Final
Completion" Granite Construction Co. hereby notifies the City of Lubbock that the above
mentioned project reached final completion on October 26, 2006 with the following
minor items to be completed by Granite Construction Co.
1. Establish an acceptable stand of grass on 19,684.5 sy of ROW.
2. Trench remediation @ 66th St. (Change Order #7)
Granite Construction Co request the release of $895,994.03 in retainage held on the
project, less $33,137.62 for establishing grass.
Since y,
�IGt f' y
R. Michael Oliver
Project Manager
Granite Construction Co.
Cc: Gary Dawson P.E. Parkhill, Smith & Cooper Inc
Larry Garland Granite Construction Co
Matt Strother Granite Construction Co
File 310020.02.01
P.O. Box 3130
Lubbock, TX 79452
(806) 748-9170
FAX (806) 748-9468
PREPARED BY:
Parkhill, Smith and Cooper Resolution No. 2006—RO526
OWNER: CITY OF LUBBOCK, TEXAS
PROJECT NAME: MILWAUKEE AVENUE PAVING IMPROVEMENTS
34th STREET to 92nd STREET
CONTRACTOR: Granite Construction Co.
8802 Ash Avenue
Lubbock, Texas 79404
Contract Date : 6/1/2005
For Period: 6/112005
Estimate No.
Amount
1
$2,544,682.40
2.
$846,382.08
3.
$1,077,965.41
4.
$1,681,586.88
5.
$1,892,890.03
through 9/30/2006
Less Previous Payments:
Estimate No.
Amount
6.
$2,208,734.32
7.
$1,557,138.75-
8.
$513,369.37
9.
$697,148.93
10
$1,943,350,63
Original Contract Amount:
$17,316,932.50
Change Order # 1
($212,840.00)
Change Order #2
$416,200.00
Change Order #3
$147,268.83
Change Order #4
$74,366.50
Change Order #5
$492,735.85
Change Order #6
$88,338.50
Change Order #7
-$228,923.25
Contract Amount with Change Orders
$18,094,078.93
Balance After this Payment: $174,199.62
APPLICATION FOR PAYMENT NO.: 16
Date :
[0/13/2006
Completion Time (calendar days) :
365
Completion Date :
4/112006
Time Used in days:
487
% of Time Used:
133%
• Complete :
99%
ANALYSIS OF WORK PERFORMED TO DATE
Total Value of Work Performed to Date: $17,953,016.93
Add Materials Stored at Close of Period: $0.00
Net Amount Earned on Contract to Date: $17,953,016.93
Less: Amount Retained to establish vegetation: $33,137.62
Total Due to Date: $17,919,879.31
Estimate No.
Amount
II.
$954,545.44
12.
$491,693.38
13.
$274,968.06
14.
$225,623.91
15.
$113,806.93
Total of Previous Payments:
AMOUNT DUE THIS PAYMENT:
Reviewed By: PARKHILL, SMITOOPER, INC., Consulting Engineers
By: 66���
on edersen, Resident Project Representative
Recommended For Payment: PA HILL, SMITH OP R, INonsulting Engineers
By: 1
can Cudnoski, ., Engineer
Accepted By: GR 1 E NS U ��Y
By:
ichael Oliver, Project Manager
Approved far PaymEy:
C[TY OF LU CK, TEXAS net
ry Hertel, P.E., C' g' er
Page 1 of 7
$17,023,886.52
$895,992.79
1/Q
id te}
�� fC dig
(date)
APPLICATION FOR MILWAUKEE AVENUE 10116/2006
PAYMENT NUMBER 16 PAVING IMPROVEMENTS PaePaaEo per
Parkhill Smith and Cooper
Page 2 of 7 PAYAPPLICATION 16
ORIGINAL CONTRACT
WORK PERFORMED TO DATE and FINAL QUANTITY
Itcin
DL SC'RIPl [ON OF ITEM
QUUIItity
Unit
Price
Amount
Quantic
Amount
%orCONTRACT %r• Com late
I
Prepare right-of-way
194
STATION
4 500.017
$97,000.(x1
194
$97,(100-00
11)0""irxr�;
Remove oncre e urto and Uutter, inc a Ing neo
removal of existing curb and gutter
2,639
LF
$8.00
$21,112A)
2,677
$29,416.00
101% K)'A
Remove Concrete (valley u er , including neo
3
removal of existing valley gutter and
87
LF
$8.00
$696.00
78
$624:00
90% 100%
Remove Concrete (Sidewalk), including neat remova
4
of existing sidewalk and proper
410
SY
$8.00
S3,280.00
950
S7,6M.00
232% 100%
Remove Uoncrete (Fillets, aving, Fla e , including
5
neat removal of existing concrete
2,886
5Y
$10.00
$28.860.00
2,920
$29,200.00
101% 100%
emove btorm Drain Pipe, including neat removal of
6
existing drain pipe and proper
564
LF
$10.00
$5.640.00
564
$5.640.00
100% 100%
Remove Concrete Headwall, including neat remova o
7
existing concrete headwall and
3
EA
$1,000.00
$3,000.00
3
$3.000,00
100% ux5%
Remove stabilized Liase an or Asphalt Paving,
8
including neat removal of existing paving
17,290
SY
$7.00
$121,030.00
19,688
$137,816.00
114% Ino%
4' C-900 PVC ass water pipe, inc u ing grave
9
embedment, all necessary
120
LF
$15.00
$1,800.00
120
$1,800.00
100% 1o0%
6' C-900 PVU Class water pipe, including grave
10
embedment, all necessary
450
LF
$20.00
$9.000.00
532
$10,640.00
t18% 100%
13" C -90D PVC Class 150 water pipe, including grave
11
embedment, all necessary
815
LF
$25.00
$20375.00
842
$21,050.00
1031A 100%
10 C-900 PVC Class 150 water pipe, including grave
12
embedment, all necessary
1,053
LF
$35.00
$36,855.00
845
$29,575.00
80% 100%
12'G-900 PVC Class 150 water pipe, including grave.
13
embedment, all necessary
160
LF
$40.00
$6,400 [x7
176
$7,040.00
110% 100%
16, C-905 PVC Class 165 water pipe, including grave
14
embedment, all necessary
10,342
LF
$45.00
$465,390.00
10,346
$465,570.00
100% Ino%
20- C -E5 PVC Class 165 water pipe, including grave
IS
embedment, all necessary
6,282
LF
$55.00
$345.510.00
6.2931
$346,115.00
100% 100%
2Z' U-303 oncre aressure Ipe, me u ing grave
16
embedment, all necessary
436
LF
$130.00
$56,940.00
415.4
$54,002.001
9514 IOOk
30" C-303 Concrete Pressure Pipe, including grave
17
embedment, all necessary
50
LF
$150.00
$7,500.00
60
$9,000.00
120'k Itxl%
Approved gate valve and valve box, inc a Ing all
18
necessary accessories,
2
Ea
$700.00
$1.,400.00
2
S 1,400.00
I I01h 1 ai k
pprove gate valve and valve box, incluciir5 all
19
necessary accessories,
8
Ea
$800.00
56.4x7.00
9
$7.200.00
113% 1o0k
Approved gale valve and valve Lox, including ail
20
necessary accessories,
14
Ea
$1,000.00
$14,000.00
14
$14,000.00
100% 100%
Approved gate valve and valve box, me u mg a
21
necessary accessories,
11
Ea
$1,700.00
$18,700:00
It
$18300.00
1009 100h
Approved gate valve and valve box, including a,
22
necessary accesserles,
4
Ea
$2,200.00
$8,800.00
2
$4,400.00
50% leek
Approved u e y valve and valve vault, including
23
all necessary accessories,
8
Ea
$3,900.00
$31,200.00
9
$35,100.00
113% 100%
Approved u e y valve and valve vault, including
24
all necessary accessories,
8
Ea
$5,500.00
$44,000.00
9
$44.5)00.00
100% took
Approved u e y valve and valve box, including
25
all necessary accessories,
1
Ea
$14,000.00
$I4,a4x}.eo
i
$14.000.00
I 001A 100%
Approved x apping sleeve, 1 T tapping valve
26
and valve box, including all
1
Ea
$3,300.00
$3.300.00
1
$3,300.1x5
100% las%
pprove z appmg s eeve,tapping va ve
27
and valve box, including all
1
Ea
$5,000.00
$5,000.(X)
1
$5,000.001
10014 100%
Approved xlapping s eeve. appmg va ve
28
and valve box, including all
1
Ea
$18,000.00
S 18,000.00
1
$18,000.00
100'k 100%
Preva cas orduale iron waterline fittings,
29
Including all necessary accessories,
30,000
Lb
$5..50
$165,000.00
16.356
539.958.00
55% 100%
Approved corporator stop and copper lubling for water
30
line testing and tapping,
1001
Ea
$600.00
$604)1x).00
20
S 12 0W,0o
20% 100%
Page 2 of 7 PAYAPPLICATION 16
APPLICATION FOR MILWAUKEE AVENUE 10/16/2006
PAYMENT NUMBER 16 PAVING IMPROVEMENTS PREPARED BY:
Parkhill Smith and Capper
Page 3 of 7 PAYAPPLICATION 16
ORIGINAL CONTRACT
WORK PERFORMED TO DATE and FINAL QUANTITY
11em
DESCRIPTION OF ITEM
Quanta) I
Unit
Price
Amrnml
Quantity
Amount
% of CONTRACT
9 Com lete
_
Approved easing at locations 1defflified on the
31
drawings
925
LF
$500.09
$462.5101.00
y25
$462.500-011
100%
looq
Approved casing at locations identified on the
32
drawings
190
LF
$550.00
$104,5(().00
190
$104,500.00
100%
100%
Existing valve box adjustment to finisiried grade,
33
including all necessary accessories,
29
Ea
$400.00
$11.600.011
33
$13,200.00
114%
100%
6'approved sewer pipe, cut depths, inc a Ing
34 Igraval
embedment, all necessary
110
LF
$200.00
$22,010.01
220
$44,000.00
200%
100%
approved sewer pipe, 24'-26'cut depths, including
35
gravel embedment, all necessary
110
LF
$230.00
$25.300.911
so.00
0q
100:(
Tapproved sewer pipe, U-6cut depths,1nc u Ing
36
gravel embedment, all necessary
70
LF
$25.09
$1,750.00
157
$3,925.00
2247x.
1(xlrk
Tapproved sewer pipe cudel
37
including gravel embedment, all necessary
20
LF
$30.00
$600.00
28
$840.00
140%
IN14
approved sewer pipe, cut depti including
38
gravel embedment, all necessary
101
LF
$200.00
$2000.00
113
$22.,601.01
113011,
100:1
approved sewer pipe, 22'-24'curil_ depths. including
39
gravel embedment, all necessary
90
LF
$210.00
$16.90011r)
$o-oo
0`Xr
1n °k
approved sewer pipe ($DR 26), 22'-24'cut depths,
40
including gravel embedment, all necessary
20
LF
$250.90
$5.000.00
$0019
0%
100%
approv - sewer pipe, 2l cut depths, me a mg
41
gravel embedment, all necessary
10
LF
$330.00
$3,301.09
30
$9,900.01
300%
100%
approved sewer pipe, 28'-30'cut depths, including
42
gravel embedment, all necessary
201
LF
$440.00
$8,809.00
95
$41,800.90
475%
1009
approved sewer pipe, 32'-34'rut depths, including
43
gravel embedment, all necessary
95
LF
$450.00
$42.750.00
so.ou
orh
1001A
approv sewer pipe, 34'-36'cut depths,mcu Ing
44
gravel embedment, all necessary
100
LF
$600.00
$60,000.(X)
101
$60,600.00
101%
100%
approved sewer pipe, 42'-44'cut depths,inc Ing
45
gravel embedment, all necessary
100
LF
$800.00
$80.000.00
lot
$80,800.00
101%
100%
approved sewer pipe, U-18'cut depths, including
46
gravel embedment, all necessary
110
LF
$30.00
$3,300.00
so. o9
0%,,
I(X)Ar
10- approved sewer pipe(SDH 26),67'cut depths,
47
including gravel embedment, all necessary
20
LF
$3500
$700.01
$0.90
0%
100%
10- approved sewer pipe, cut depths, including
48
gravel embedment, all necessary
90
LF
$50.00
$4,500.00
212
$11.600.09
258%
10051
10'approved sewer pipe cutde5Ts1
49
including gravel embedment, all necessary
20
LF
$55.00
$1,190.00
28
$1,540.00
140%
100%
approved sewer pipe, Cut depths,including
50
gravel embedment, all necessary
110
LF
$60.00
$6,601.09
$9.0119'A
100%
approved sewer Alpe 26),12.-1 Z'cut depths,
51
inducing gravel embedment, all necessary
201
LF
$66.00
$1.320.00
S0.00
014
I OVA
approved sewer pipe, Q depths,1nc u d Ing
52
gravel embedment, all necessary
125
LF
$450.00
$56,250.90
125
556.250.00
100%
100
approved sewer pipe, 67 cut depths, including
53
gravel embedment, all necessary
20
LF
$35.00
$700.00
$o.00
0%
1005E
12- approved sewer pipe(SUH 25), 6'-B'cut depths,
54
including gravel embedment, all necessary
20
LF
$40.00
$800.00
50.01
0%
100%r
12"approved sewer pipe, 8 -10 cut depths, including
55
gravel embedment, all necessary
99
LF
$40.00
$3,601.00
116
$4,640.00
129%
100%
IT approved sewerplpe(SOR 26),8'-lQ'ClJt d5pths,
56
including gravel embedment, all necessary
20
LF
$45.00
5900.00
42
$1,890.00
210%
1005E
12 approved sewer pipe, I 0r-Icu ep s, including
57
gravel embedment, all necessary
90.
LF
$55.00
$4.950.01
96
55,280.00
107%
100%
approved sewer pipe cu ep s,
ss
including gravel embedment, all necessary
20
LF
$60.00
S1.200.0t1
14
5840.00
70%.
100%
TS-a-p-pir-ovia-T-sewer pipe, 4'-6'out depths, including
59
gravel embedment, all necessary
350
LF
$35-001
$12250 00
775
$27,125.09
221%
100%
Page 3 of 7 PAYAPPLICATION 16
APPLICATION FOR MILWAUKEE AVENUE 10/16/2006
PREPAYMENT NUMBER 16 PAVING IMPROVEMENTS Smith
CwpeED :
Parkhill Smith ami Capper
Page 4 of 7 PAYAPPLICATION 16
ORIGINAL CONTRACT
WORK PERFORMED TO DATE and FINAL QUANTITY
Item
DESCRIPTION OF 1-1 F.
Quinniny
Unit
Price
Amount
Quantity
Amount
%n of CONTRACT
%Corn lett
approve sewer Pape, � cu depths, including
11
Gu
gravel embedment, all necessary
2,266
LF
$40.00
$90,640.00
1.085
$43,400.00
48%
100'
15- approved sewer pope cut depths,
61
including gravel embedment, all necessary
20
LF
$45.00
$900.00
approved sewer pipe, i i depths, including
62
gravel embedment, all necessary
755
LF
$45.00
$33,975.00
940
$42,300.00
1251A
10014
15"approvedsewer pipe cut depths,
63
including gravel embedment, all necessary
20
LF
$50.00
$[,000.00
14
$700.00
70%
100*
approved sewer pipe, 10'-12'cut depths, me u ing
64
gravel embedment, all necessary
773
LF
$55.00
$42,515.00
1,365
$75,075.00
177%
100%
15- approved sewer pipeT9MT26FT072-c-ui deptirs,
65
including gravel embedment, all necessary
20
LF
$60.00
$1,200.00
28
$1.680.00
1
100%
. standard manhole 0-4'depth, inclu Trig all
66
necessary accessories, iumished
11
EA
$3,000.00
$33,000.00
11
$33,000.00
100%
100%
Extra vertical ee or standard man o e,
V1
67
including all necessary accessories,
54
$200.00
$10,8000)()
50.63
$10.126.00
94%
100'
. manhole depth, including all necessary
68
accessories, furnished
3
EA
$6,500.00
519,500.00
3.00
$19.5(x).00
100%
100%
Extra vertical ee orI.D. manhole, including all
69
necessary accessories,
65
VF-
$330.001
$21,450.00
68.95
$22,753.50
106`.°r
100%
Raise existing man o e to Finished grade, incl a mg all
70
necessary accessories,
30
VF
$440.00
$13,200.00
27.96
$12,302.40
931A
I 001
ower existing man o e to firi grade, including all
1
71
necessary accesson.es,
1
VF
$420.00
$420.00
3.1.7
Si
317`
106q
sanit ary sewer pi ug, Incu Ing a necessary
72
accessories, furnished and installed,
2
Ea
$550.00
$1,100.00
3
$1,650.x3
150%
100%
sanitary sewer plug, inducing all necessary
73
accessories, furnished and installed,
8
Ea
$650.00
$5.200.00
9
$5.850.00
113%
10o h
sans ary sewer plug, including all necessary
74
accessories, furnished and installed,
7
Ea
$850.00
$5,950.00
5
$4,250.00
71%
100%
sanitary sewer plug, including all necessary
75
accessories, fumished and installed,
6
Ea
$1,100.00
$6.600.00
6
$6,600.00
[00%
100%
Trench protection as per OSHA requirements or
76
trenches 5'-10' deep, including all
19,DOBI
LF
$5.00
$95,040.00
22,6741
5113,370.00
119%
100%
Trench protection as per OSHA requirements or
77
trenches over 1 i7' deep, including all
1,838
LF
$10.00
$18,380.00
2,663
$26,630.00
145%
100%
Cement stattilized sand backfill in accordance with
78
TCEO requirements, Including all
200
LF
$230.00
$46,000.00
193.74
$44.560.20
97%
100
Trench a a erne is ion, including excavation,
79
shoring, utility protection, backfill and
47,066
CY
$11.00
$517,726.00
50,577
$556.347.00
107%
ion%
Excavation, including excavation for roadway,
80
channel, foundations or structures to lines and
97,966
CY
$2.50
$244.915.10
50,817
$127,042.50
52%
100%
m an men , incl a mg borrow material as required,
8 t
placement and density control to lines and
17,0671
CY
$5.00
$85.335.00
39,864
$199,320.00
234%
lonlh
ver excavation, including removal ana replacement
a2
of unsatisfactory soils as directed by the
1,01M
CY
$25.00
$2500.00
1201
$3,000.00
12%
look
u ra a repara on, including s aping and ersity
83
control of subgrade to lines and grades
208,679
SY
$1.50
$313,018.50
212,969
$319,453.50
102%
100%
71ex-5151155-se-7F-ircluclirg necessary ma ena s,
84
density controlled placement and prime
12,508
SY
$11.00
$137.5 (K)
8,462
$93,082.W
61
0001A
85
This Item was combined witF Item number 87
Asphalt a ize ase ,including necessary
86
materials and density C9nV01ied placement.,
11,262
SY
$25.00
$281
10,45.8
$261.437.50
93%r
100 x -
p a oncre a avemen , including
87
necessary materials and density controlled placement,
23,770
SY
$6.00
$142,620.00
18,076
$108.45600
76rk
10014-
Ton-cr-eFe-Fa,-A-n-g787including necessary materials
88
lend placement, complete and in place,
189,342
SY
$41.50
$7,857,693.00
189.156
$7.849.974 fit
100%
xrz
Concrete Gurb and uutter, int u mg necessary
89
materials and placement of stand-alone or
44,326
LF
$8.00
$354,608.00
38.386
$307,888.00
87`7r
100
Page 4 of 7 PAYAPPLICATION 16
APPLICATION FOR MILWAUKEE AVENUE 10116/2006
PAYMENT NUMBER 16 PAVING IMPROVEMENTS PREPAREDBY:
Parkhitl Smith and Cooper
Page 5 of 7 PAYAPPLICATION 16
ORIGINAL CONTRACT
WORK PF'RFORMF; )1-0 DATF and FINAL QUANTITY
Iteun
DESCRIPTION OF ITEM
Quamity
Unil
Price
Amount
lQuandlyl
.Amount
of CONTRACT % Complete
Concrete Vedlan , inc u mg necessary materials
v0
for placement of concretemedians,
132
SY
$35.00
w4-62().00
132
$4,62n.un
IDGI; uwk
oncre e Median , including necessary ma ena s
91
forpiacement 0f concrete medians,
87
SY
$65.00
$5.655.0X1
103
$6.695.00
1181A IOnk
Concrete Hiprap, including necessary ma erla s or
92
placement of concrete riprap, including
500
CY
$300.00
$15(7,0110.110
227.0
$68,100.00
45% 100%
Concrete Sclowalk. including necessary rnalemals for
93
placement of concrete sidewalks,
2,259
SY
$35.00
.$79,065.00
4,7721
$167,030.50
2111k look
Sidewalk amp, including necessary materials for
94
placement of sidewalk ramps,
45
Ea
$1,800.00
$81,000.00
36
$64,800.00
80% look
Concrete _ nveways or Alley Approach, including
95
necessary materials for placement of
193
SY
$90.00
$17,370.00
620
$55,800.00
32154 100%
Storm Draln Pipe ass , including necessary
96
materials, furnished and installed,
872
LF
$70.00
$61,040.00
952
$66,640.00.
109`k 100%
Concrete Box u ve x , In a Ing necessary
97
materials, furnished and installed, complete
525
LF
$330.00
$173.250.00
525
$173,250.00
1001 IW,
Concrete Box Culvert (6'x , including necessary
98
materials, furnished and installed, complete
2,308
LF
$340.00
$784,720.00
2,308
$784,720.00
1001 10014
concrete Box Quivert (6'x , including necessary
99
materials, furnished and installed, complete
508
LF
5370.00
$187.960.00
508
$187,960.00
100'7 100%
Concrete Headwall (l H=2', including necessary
1017
materials, furnished and installed, complete
8
Ea
$10,000.00
$80.000.00
9.0
$90,000.00
113% loon
Concrete Headwall il H=3% inciuding necessary
lot
materials, furnished and installed, complete
4
Ea
$9,000.00
$36,000.00
4.0
$36.000.XHI
IDW 100%
Concrete ReadwaewlH=2, including—
nc u Ing102
in
necessary materials, furnished and
2
Ea
$14,000,00
$28,000.00
2
$28,000.0(1
100k lank
Safety n rea men or , including
103
necessary materials, fumished and installed,
41
Ea
$1,500.00
$6.000.00
6
$9.000.011
1501 100%
Curb n e , including necessary materials, lumished
lo4
and installed, complete and in place, per
2
Ea
$5,000.00
$10,001.00
2
$10,000.0k1
t00% look
Elimmalle Pavement Markings o , Inc u Ing
105
necessary labor, equipment and materials
3,630
LF
$0.70
52,541.00
1,528
$1,069.60
42% look
Eliminate Pavement Markings o , lnc u Ing
106
necessary labor, equipment and materials
570
LF
$3.00
$1,710.00
1,612
$4,836.00
283% 100
Pavement Markings e u Ipo ymer ,
107
including necessary materials, furnished and
22,6131
LF
$1.00
$22,613.00
26,76-51
$26,765.00
118% Kat"
Pavement a rags (15-yWrille)(Munil
108
incluftg necessary materials, furnished and
8,535
LF
S2.00
$17,070.00
11,662
$23,324.€10
137% 1003
Pavement Markings I e u ipo ymer ,
log
including necessary materials, lumished and
472
LF
S3.00
$1.416.00
479
$1,437.00
101% 100%
Pavement Markings I e u Ipo ymer ,
11X7
Including necessary materials, furnished and
4,1.29
LF
56.00
$24.774.70
4,042
$24,252.00
98% 100%
Pavemert Markings ow a Ipo ymer ,
fit
including necessary materials, furnished and
55,739
LF
$1.00
$55,739.00
60,7171
$60,7.17.10
109% 100.%
Pavement Markings (11 2')(Yellowuffpolymer),
112
including necessary materials, furnished and
1,001
LF
$3.00
$3,013.00
1.402
$4,206.011
140% loo k
Pavement a Ingscrow u po ymer , Inc u Ing
113
necessary materials, furnished and
72
Ea
$140.00
$10,080.00
74
$10,360.0!
103% :ooq
Reilectonzed RaisedPavement Markers(Type -
I14
including necessary materials, furnished
2,776
Ea
$4.00
$11.10400
2.992
$11,96801+t
1089* 1004
Reflectorized RaisedPavement Markers ype Il
I l5
including necessary materials, furnished
1,059
Ea
$4.00
$4.236.00
2,0241
$8,096.011
191% 1 W11-
�irnall Sign Assemblies. including necessary materials,
116
furnished and installed, complete and in
66
Ea
$60.00
$3,960.00
73
$4,380.00
111% 100%
Bectrical SerVice, including necessary materials an
117
coordination, furnished and installed,
3
Ea
$2,500.00
$7.500.00
3
$7,500.011
100% 100%
raffle o e Assembly as , furniished an
I 1 K
delivered to the site, ready for installation, per
21
Ea
$6,000.00
$12.001.00
2
$12.010.00
too 109%
Page 5 of 7 PAYAPPLICATION 16
APPLICATION FOR
PAYMENT NUMBER 16
hon
119
120
121
122
123
124
125
126
121
128
129
130
131
DESCRIPTION OF ITEM
)a Assembly as , lumished anc
to the site, ready for installation, per
e l5rectior, including necessary maFe
n of foundation and
In Pole, including necessary materials
n pole and foundation,
rad (3 Section), including necessary
, furnished and installed, complete
md (5 Section), including necessary
furnished and installed, complete
n Signal and Pushbutton, including
y materials, furnished and installed, c(
our a ion, including necessary ma'
and installed, complete
actor, including necessary materials R
lcluding two loops In two lanes,
)ndurt, Ground Boxes, and Installation
necessary materials for Installation of
including necessary materials tor see;
and watering, furnished and
including necessary materials for seei
and watering, furnished and
1n ro , including necessary materials Ic
is traffic control, furnished, instailed
nd Sedimentation Control, including
V materials and coordination for
1C01.1 Portland Gement Goncrele,. trans rebar, sawn
CO 1.2 Trench Backill Remediation test frequency
u gra a Uensiry and Concrele ompr€
001.; 1 Cylinders Quality Control Frequency
002.2
CO3.1
CO3,6
II
Over
MILWAUKEE AVENUE 10/16/2006
PAVING IMPROVEMENTS PREPARED BY:
Parkhill Smith and Coapar
ORIGINAL CONTRA(]1
11161� I Unit Price Amount
6Ea $14,000.00 $84,0(;
'2 Ea 86,000.00 $72,00
9 Ea $1,200.00 $10,80
28 Ea $600.00 $22,40
19 Ea $1,200.00 $22,80
10 Ea $500.00
3 Ea $2,000.00
8 Ea $3,000.00
1 Lot $125,000.00
34,850 SY $1.50
6,150 SY 1 $3.00
11 Mo $12,500.00
1 In[ $150.000.00
WORK PERFORMED TO DATE and FINAL
allfityj Amount CS?tiTRACT
h $84,000.00 1001/'
12 $72,000.00 100%
9 $10.800.00 100%
28 $22,400.(X)l IIXT7
19 $22.800.00 100%
,(X )0.00 110 k
000.00 100%
000.00 1001k
000.00 took
275.00 100%
720.00 101%
50(MX) 100`,f
000.00 1(X %
000.00 100`k
076.10 99rk
$5,000.00 10 $5.
$6,000.00 $6
$24,000.00 $24
$125.000.00 1 $125,
$52,275.00 34.850.0 $52,
$18.450.00 6,240 $18,
$137,500.00 Il $137,
$150,000.00 I $150,
$1.730,000.00 1 $1,730,
$17,116,932.50 $17,173,
1 Loc
(iW,000.ou)
{$163,900.007
I
-$163,0WA0
100%
1 Lot
$ (310 00.(0)
($31.(W.00)
1
170
-$31,0.00
100%
1 Lot
$ (46,(0(7.(X))
($46,000.007
1
-$46000.00
10014.
1 L
$ot ,000.00
$6.000.00
1
$6,0066X)
1DO%
3 Fa
,945.00
$14,835.00
$14.835.(0
100'k
1 Fa
,325.00
$6.325.00
I
$6.325.00
MCIx4
($212,840.00)
-$212,840.00
100%
00 CY
$11.00
$403,700.00
21,133
$252.463SKY
58%
1 Lot
12,500.00
$12,500.00
I
$12,500.0(]
100 x4
$416,200.00
$244,963.00
59`4
1B VF
-$440.00
($7,920.00)
18
-$7,920.00
[009
VF
.00
$12.420.00
18
$12,420.00
100%
20 LF
.87
$1.409.40
1,620
$1.409.40
10014
46 LF
$40.00
$5.84000
146
$5,840.00
100'�k�
1 Lot
$28,519.43
$28.519.43
1
$28,519.43
100%
B0 SY
2500
$107,000.00
2,712
$67,800.00
63`1
$147,268.83
$108,0(18.83
73%
I(X)IA
1001A
1(x)
I(X)910017
100%
I W&
109%
1009
10014
100%
100%
100%
100%
100%
I00%
11)09
100%
100%
IW%
1009
IMI%
100 k
100111100%
100%
100%
100%
100%
100%
100%
100E,
Page 6 of 7 PAYAPPLICATION 16
APPLICATION .FOR MILWAUKEE AVENUE 10/16/2006
PAYMENT NUMBER 16 PAVING IMPROVEMENTS PREPARED BY
Parkhill Smith and Copper
Item DESCRIPTION OFITEM
(lRIGINAI,CON TRACT
I
WORK PERFORNIEDTO DAT'F:anJ F'INALQLfANTITl'
I Quantify I Unit I PHLc ATIWunl Quantity) Amount I: o1'CONTRACT :/. Complete
CHANGE ORDER #4
c04.1 Delete Item 126 - LOOP DETECTORS
a
Ea
-$3,000.00
($24,000.001
8
-$24,000.0()
1601/1
10 014
install vance Detection amera, iourclanon,
anchorage, signal pole, mast, conduit and cable(some
CO4.2 Items furnished by OWNER)
4
Ea
$3,000.00
$12,000.00
4
$12,000.00
Ione)
100%
004.3 Trench Backfill Remediation test frequency CO #2
1
L.S.
419,647.00
($19,647.00)
0.576
-$l 1313.35
587
100%
ADDITION - Wal-Mart Right Tum Lanes
004.4 Roadway Excavation
651
CY
$250
$1,627.50
651
$1.627.50
1007
1(x)k
CO4.5 Subgrade Preparation
613
SY
$1.50
$1,219.50
813
$1.21950
1007
610%
CO4.6 Concrete Paving
8131
Sr
$42.00
$34,146.00
813
$34,146.00
100%
100%
C04.7 Reflectorized Raised Pvmt Mkrs
48
Ea
$4.00
$192.05
48
$192.00
1009
100%-
c04,8 Pavement Markings (8' White)
488
LF
$2.00
$976.00
488
$976.00
100%
I00%
ADDITION • Dual Left Tum Lanes on US HWY 62/82
004.9 Roadway Excavation
495
CY
$2.50
$1,237.50
495
$1,237.50
1009
100%
004.10 Subgrade Preparatl0n
1,856'
SY
$1.50
$2,784.00
1,856
$2,784.00
100%
100%
C04.I I Asphalt Stabilized Base (9')
1,856'.
SY
$25.00
$46,400.00
1,856
$46,400.00
100`&
1007
004.12 Asphalt Concrete Pavement(1.5')
1,856
SY
$6.00
$11,136:00
1,856
$11,136.00
1009
100%
004.13 Concrete Median (6') 162.2
SY
$65.00
$4,043.00
62.2
$4,043.00
100`rr
100%%
004.14 Small roadside Sign Assembly
1
Ea
$60.00
$60.00
1.0
$60.00
100%
1007
004.15 Pavement Markings (Arrow)
4
LF
$140.00
_ $560.00
4
$560.10
1000
1007
C04.161 Reflectorized Raised Pvmt Mkrs
681
Ea 1
$4.00
$272.00
68
$272.00
100%
I(K)%
C04.[71 Pavement Markings (8' White)
6Wj
LF I
$2.00 1
$1.360.00
680
$1.360.00
1007
100%
TOTAL CHANGE ORDER 04 (004.1 THROUGH CO4.17)
$74,366.50
$82,700.15
111%
100%
CHANGE ORDER # 5
005.1 Prepare Right -91 -Way
6.04
STATION
$50000
$3,020.00
6
$3,020.00
100%
100%
CO5.2 20 -inch C-905 PVC Water line
604
LF
$66.00
$39,864.00
627,
$41,382,00
1049
100%
C05.3 20 -inch Butterfly Valve and Valve Vault
1
Ea
$5,500.00
$5,500.00
1
$5,500.00
1009
100%
005.4 Trench Protection per OSHA 5 feet to 10 feet depth
604
LF
$5.00
$3.020100
627
$3,135.00
1049E
100%
005.5 Roadway Excavation
6,000
CY
2.50
$15,000.00
6,871
$17,177.50
I15k
100%
005.6 Subgrade Preparation
6,590
SY
$1.50
$9,885.00
6,363
$9,544.50
97%
100%
C05.7 Concrete Paving
5,983
SY
$41.59
$248,29450
5,559
$230,698.50
93%
I(t)%
C05.8 Concrete Curb and Gutter
1,071
LF
$8.00
$8,568.00
1,007
$8,056.00
94%
100%
CO5.9 Concrete Sidewalk
46
SY
$35.00
$1.610.00
$0.00
0%
100%
005.10 Sidewalk Handicap Ramp
4
Ea
$1,800.00
$7,200.00
2
$3,600.00
509c
1607
C05.11 Concrete Driveways & Alleys
164
SY
$90.00
$14,760.00
128
$1 L520.00
78%
100%
005.12 Pavement Markings (4') White
604
LF
$1.00
$604.00
604
$604.00
100,'
100%
CO5.13 Pavement Markings (24') White
20
LF
$6.00
$120.00
20
$120.00
100q
ICO%
CO5A4 Pavement Markings ( 4') Yellow
1,510
Fa
$1.00
$1,510.00
1,510
$1,510.00
100%
100%
COS. 15 Reflectorized Raised Pvmt Mkrs TY1-C
60
Ea
$4.00
$240.00
60
$240.00
1007E
100%
CO5.16 Refectorized Raised Pvmt Mkrs TY 11 -AA
30
Fa
$4.00
$120.00
30
$420.00
1009
t00%
005.17 Small roadside Sign Assembly
1
$60.00
_ 60.00
$60.00
1
$60.00.
100%
100%
C05.18 Seeding
1,250
SY
1.50
$1.875.00
625
$937.50
50%
100%
005.19 Traffic Control
2
MONTH
$1,190.00
$2,200.00
2
$2.200.00
1007
Ion%
CO5.20 Erosion Control
1
LOT
$2,000.00
$2,000.00
1
$2,000.00
1009
100%
CO5.21 Mobilization
1
LOT
$127,285.351
1127,285.35
1
$127,285.35
too ,"f
I00%
TOTAL CHANGE ORDER #5 (CO5.1 THROUGH 005.21)
$492,735.85
$468,710.35
95%
100%
CHANGE ORDER # 6
006.1 Additional Seeding Quantity in ROW
41639
sY
$1.50
$6,958.50
4,639
$6,95851,1
1009
100%
C06.2 Additional Seeding Quantity in Channels and Park
38,0001
SY
$1.88
_ $71,440.00
38,000
$71,440.00
1007
100%
C06.3 Clean mud and silt from culverts of Drainage Structure
1
LS
6,370.00
$6.370.00
1
$6.370.00
100%
11,x1%
006..4 Repair Existing Irrigation Systems
1
L$
$3,570.00
$3,570.00
1
$3,570-00
100%
100%
TOTAL CHANGE ORDER #6 (CO6.1 THROUGH C06.4)
$88-138.50
$88,33850
100%
100%
TOTAL BASE BID CONTRACT PLUS CHANGE ORDERS 1 THRU 6
$18,323,002.18
$17,953,016.93
PRICE OF QUANTITIES NOT USED
$369,985.25
CHANGE ORDER # 7
CO7. I Remove and reconstrucrt intersection at 66th Street
1
LS
$141,062.001
$141,062.00
$0,00
0%
011
007.2 PRICE ADJUSTMENT FOR QUANTITIES NOT USED
1
LS
($369,985.25)[_=
15369.985.251
TOTAL CHANGE ORDER 07 (007.1 THROUGH C07.2)
1$228,923.251
$0,00
0%
TOTAL BASE BID CONTRACT PLUS CHANGE ORDERS
$18,094,078.93
$17,953,016.93
99.22%
Page 6 of 6 PAYAPPLICATION 16