HomeMy WebLinkAbout3I - Project 89-01 Final Payment - Valley Pavingg
CONSENT AGENDA:
PREPARED BY:
SUBJECT:
3 (i)
BRUCE LONEY, ASSISTANT CITY
CONSIDER APPROVAL FOR FINAL
89-01, TRUNK HIGHWAY 13 AND
IMPROVEMENTS
APRIL 19, 1993
ENGINEER
PAYMENT ON PROJECT
FISH POINT ROAD
DATE:
INTRODUCTION
The City of Prior Lake contracted with Valley
Paving, Inc. of Shakopee, Minnesota for the
construction of grading, aggregate base, storm
sewer, concrete curb and gutter, concrete
sidewalk, bituminous surfacing, traffic
signaliziation and channelization improvements
for the following areas:
1. T.H. 13 from Candy Cove Trail to Green
Oaks Trail (SP 7001-62)
2. Fish Point Road from Forsythe Road to
Glory Circle (MSAP 201-105-03)
The purpose of this Agenda item is to receive
Council approval of the final payment on this
project. Supplemental Agreement #5 and Change
Order #2 has been prepared and enclosed in the
Agenda packet for Council approval. A
signature sheet for the Mayor, City Manager,
and City Attorney approvals is enclosed for
both the Supplemental Agreement #5 and Change
Order #2.
BACKGROUND:
Valley Paving, Inc. entered into a contract
with the City on July 20, 1990. Toltz, King,
Duvall, Anderson, & Associates, Inc. (TKDA)
prepared the plans and specifications, and
performed the contract administration on the
project and has certified that the work has
been completed according to the
specifications. Most of the construction work
such as the grading and installation of the
signal, curb and gutter and initial bituminous
surfacing layer and restoration work was done
in the 1990 construction season. The final
layer of pavement and restoration work was
completed in the 1991 construction season.
Durin9 the placement of the
bitum1nous layer of pavement for T.H.
Fish Point Road, areas of the pavement
within a few days of placement.
Contractor replaced the failed pavement
filed a claim for the cost of correcting
defective work. Resolving the claim has
the last item in this contract and has
initial
13 and
failed
The
and
this
been
been
4629 Dakota St. S.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230
AN EQUAL OPPORTUNITY EMPLDYER
Fax (612) 447-4245
time consuming. MnDOT and the contractor have
agreed to a settlement on the dispute in which
MnDOT would pay one-third of the claim.
Supplemental Agreement #5 has been prepared by
TKDA and signed by the contractor which will
add $2,830.54 to the contract and will be
added to the state's portion of the J?roject.
Attached to Agenda packet is a s1gnature
approval sheet for the mayor, city manager and
city attorney to sign to authorize the payment
to the contractor.
Change Order #2 shows the compensating
quantities to the existing contract which
results in an increase in the contract.
Attached to Agenda packet is a signature
approval sheet for the mayor, city manager and
city attorney to sign to authorize the payment
to the contractor.
The Contractor has signed the final
Supplemental Agreement #5 and Change
and submitted the following
necessary for final payment:
1. Consent of Surety to Final Payment
2. Affidavits for Obtaining Final Settlement
of Contract with the state of Minnesota
and an~ of Its Political or Governmental
Subdiv1sions.
3. Lien Waivers
estimate,
Order #2
documents
DISCUSSION:
The District Engineer from MnDOT has been in
contact by the project engineer on the
supplemental agreement and change order items
and have 9iven verbal approval on these items.
The City 1S the agency which has the contract
with the contractor on this project. Approval
by the City on the supplemental agreement and
change order is necessary in order to pay for
work that has been performed by the
contractor.
The contract bid amount for the project was
$709,851.27 with the final contract amount to
complete the project is $786,355.42. The
final project cost was $76,504.15 over the
contract bid amount with $35,066.05 attributed
to Supplemental Agreements 1 thru 5 and
$39,644.45 due to cost overruns. The final
pa~ment been included with the invoices of
th1s month for Council approval.
ALTERNATIVES:
RECOMMENDATION:
BUDGET IMPACT:
ACTION REQUIRED:
The alternatives are as follows:
1. Approve a motion aJ?proving Supplemental
Agreement No. 5 1n the amount of
$2,830.54 and approve a motion approving
Change Order No. 2 in the amount of
$41,438.10 amending the contract with
Valley Paving, Inc.; and approve a motion
authorizing final contract payment for
Project No. 89-01, in the amount of
$25,348.10 to Valley Paving, Inc.
contingent upon MnDOT approval of
Supplemental Agreement #5 and Change
Order #2.
2. Disapprove the motion for a specific
reason.
3. Table this item for specific reason.
Alternate number one is recommended as the
Contractor has completed the work, submitted
the necessary documentation and has signed to
the final payment, Supplemental Agreement #5
and Change Order #2.
This amount will be paid from the Construction
Fund and has been included with this month's
construction voucher. The project has been
paid for by a combination of MnDOT state
funding ($483,602.65), MnDOT Municipal State
Aid funding ($277,006.44), and city funds
($25,746.33) .
Make a motion as part of the Consent Agenda to
approve Supplemental Agreement No. 5 for state
Project 7001-62 and Change Order No. 2 for
State Project 7001-62 and Municipal state Aid
Project 201-105-03 authorizing the Mayor and
City Manager to sign the Signature Approval
Sheet approving the supplemental agreement and
change order and approving the final payment
of $25,348.10 to Valley Paving, Inc.,
contingent upon MnDOT approval of Supplemental
Agreement #5 and Change Order #2.
SIGNATURE APPROVAL SHEET
CITY OF PRIOR LAKE
4629 DAKOTA STREET S.E.
PRIOR LAKE, MN. 55372
FOR:
April 19, 1993 SUPPLEMENTAL AGREEMENT 5
VALLEY PAVING INC.
S.P. 7001-62, City Project 89-01 - T.H. 13 between
Candy Cove Trail and Green Oaks Trail
CITY OF PRIOR LAKE, MINNESOTA
DATE:
TO:
FOR:
Approved as to Form:
CITY ATTORNEY
APPROVALS:
Approved
CITY OF PRIOR LAKE
Owner
Respectfully Submitted,
CITY OF PRIOR LAKE
ENGINEERING DEPARTMENT
By
Mayor
Date
By
City Manager
Date
Bruce Loney
Project Engineer
4629 Dakota 51. 5.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLDYER
SIGNATURE APPROVAL SHEET
CITY OF PRIOR LAKE
4629 DAKOTA STREET S.E.
PRIOR LAKE, MN. 55372
FOR:
April 19, 1993 CHANGE ORDER 2
VALLEY PAVING INC.
S.P. 7001-62, City Project 89-01 - T.H. 13 between
Candy Cove Trail and Green Oaks Trail
M.S.A.P. 201-105-03 City Project 89-01 - Fish Point Road
between Forsythe Road and Glory Circle
CITY OF PRIOR LAKE, MINNESOTA
DATE:
TO:
FOR:
Approved as to Form:
CITY ATTORNEY
APPROVALS:
Approved
CITY OF PRIOR LAKE
Owner
Respectfully Submitted,
CITY OF PRIOR LAKE
ENGINEERING DEPARTMENT
By
Mayor
Date
By
city Manager
Date
Bruce Loney
Project Engineer
4629 Dakota 51. 5.E., Prior Lake, Minnesota 55372 I Ph. (612) 447.4230 I Fax (612) 447.4245
AN EQUAL OPPORTUNITY EMPLDYER
OuJt\e.Y
ComIn. No. 9366-02
FINAL
Celt. No. 12
St. Paul, MN, March 30
,19-21-
To
City of Prior Lake. Minnesota
Valley Paving. Inc,
Owner
This Certifies that
, Contractor
For TH 13fFish Point Road - SF 7001-62. MSAP 201-105-03
Twenty-five Thousand Three Hundred Forty-eight and
Is entitled to 10/100 Dollars -------------------------------------__________________($
being 12th estimate for fmal payment on contract with you dated
July 20
25.348.10 )
, 19---29-
Received payment in full of above Certificate.
,19_
TOLTZ, KING, DWALL, ANDERSON
AND ASSOCIATES, INCORPORATED
ENGINEERS AND ARCHITECTS
1500 Merftor Tower, 444 Cedar Street
) St. Paul, Minnesota 55101-2140
V~~.~
Vince T. Montgome , P.E.
CONTRACTOR
RECAPITULATION OF ACCOUNT
" 11
Supplemental Agreement No.1
Supplemental Aszreement No.2
Supplemental Aszreement No.3
Supplemental A2reement No.4
Supplemental Aszreement No.5
Comoensatinll Chanlle Order No.2
CONTRACT
PLUS EXTRAS
709.851127
I
1
I
+ 13.511115
+ 2.983176
+ 4.080150
+ 11.660110
+ 2.830154
+ 41.438110
I
,
I
I
I
I
,
,
786355142
1
,
,
,
,
786355142
PAYMENTS
CREDITS
Contract price plus extras
All previous payments
All previous credits
I
761.007132
Extra No,
II "
Credit No,
n "
" "
AMOUNT OF TInS CERTIF1CATE
25.348110
I
786.355142
I
I
0100
1
I
786.355142
Totals
Credit Balance
1bere will remain unpaid on contract after payment
of this Certificate
CONSTRUCTION PAYMENT VOUCHER
Estimate Voucher No.
Date:
12 FINAL
For Period Ending: 9-30-92
MSAP 201-105-03
Project Number: SP 7001-62
March 30, 1993
TH 13/Fish Point Road
Class of Work:
For:
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
City of Prior Lake
To:
Valley Paving, Inc.
8800 13th Avenue East
Shakopee, MN 55379
Original Contract Amount
Total Additions (SA1,2,3,4,5)
Compensating Change Order 2
Total Deductions
Total Funds Encumbered
Total Value of Work Certified to Date
Less Retained Percentage 0%
Less Total Previous Payments
Approved for Payment, This Report
Total Payments Including This Voucher
Balance Carried Forward
$
$
$
$
709,851.27
35.066.05
41.438.10
0.00
$
$
$
$
$
$
$
786,355.42
786,355.42
0.00
761,007.32
25,348.10
786,355.42
0.00
APPROVALS
Pursuant to our field observation, as performed in accordance with our
contract, we hereby certify that the materials are satisfactory and the
work properly performed in accordance with the plans and specifications and
that the total work is 100.00 % completed as of, September 30, 1992
I hereby recommend payment of this vouche .
Project Engineer Approval:
This is to certify that to the best of my knowledge, information,
belief, the quantities and values of work certified herein is a
approximate estimate for the period covered by this voucher.
Contractor: Valley paving, Inc. Signed By ~
Date: APRTT. 1, 100' Title:L~ A.-~
,
and
fair
~
CITY OF PRIOR LAKE
#~~
4/1/93
~~r~:;~ent ~~
Authorized Representative
Voucher
Checked By:
Date:
Date:
~\L~ ~3
.5<3/ - t1.ro?O -.:5' () /
TOLTZ, KING, DUVALL, ANDERSON AND ASSOCIATES, INCORPORATED
Engineers-Architects-Planners Saint Paul, Minnesota 55101
PERIODICAL ESTIMATE FOR PARTIAL PAYMENTS
Final
Estimate No.
Project
Location
Contractor
12 Period Ending Sep. 30
TH 13/Fish Point Road
Prior Lake. Minnesota
Valley pavinq. Inc.
19~ Page 1 of 1 Comm. No. 9366-02
Original Contract Amount
$ 709.851.27
SP 7001-62 Work Completed
MSAP 201-105-03 Work Completed
$ 487.029.84
$ 262,466.08
~ ~Yn~ ----::::::--
Vince T. ,,",nt~.g, p~
Finance Director ~ -
~ity of Prior Lake
Datec'l -j- 73'
Contractor
Date
3-30-93
Date
-fIlA-I? ')
T.R. 13/VISR POINT ROAD
PRIOR ~, MIHNBSOTA
S.P. 7001-62/M.S.A.P. 201-105-03
SOPPLKMBNTAL AQRBBMBNT NO. 1
ITEM
QUANTITY UNIT UNIT PRICE
2104.501 Guardrail removal
2331.512 Bituminoua leveling course
0550.601 Swing away hinge.
2554.501 Guardrail installation
2554.521 Plate anchora
2554.523 Twiated end treatment
2564.531 Type "0" .ign panel.
380.0 LF
303.0 TON
1.0 LS
250.0 LF
1.0 BA
1.0 SA
20.0 SF
SUBTOTAL
1.25
20.65
4,003.15
12.20
260.00
620.00
28.00
AMOUNT
475.00
6,256.95
4,003.15
3,050.00
260.00
620.00
560.00
15,225.10
ITEM
SOPPLKMENTAL AQRBEMENT NO. 2
AMOUNT
QUANTITY UNIT UNIT PRICK
0504.602 Lower water .ervice.
2511.515 Geotextile fabric
2564.531 "BEGINS (DATE)" sign panela
2564.531 Type "0" .ign panels
2.0
256.0
24.0
28.5
sUBTOTAL
BA
SY
SF
SF
736.00
1.44
14.38
28.00
1,472.00
368.64
345.12
798.00
2,983.76
SUPPLEMENTAL AGREEMENT NO. 3
AMOUNT
ITEM NO. ITEM
QUANTITY UNIT UNIT PRICE
2105.525 Topaoil Borrow (LV)
2564.541 Delineator, Type 1A
341.0 CY $11.50
9.0 BA $38.00
SUBTOTAL
$3,921.50
$342.00
$4,263.50
ITEM NO.
ITEM
SUPPLEMENTAL AGREEMENT NO. 4
AMOUNT
QUANTITY UNIT UNIT PRICE
2104.505 Remove Bituminou. Pavement
2104.513 Sawing Bituminous Pavement
2105.525 Topsoil Borrow (LV)
2211.501 Aggregate Base, Class 5
2331.518 Bituminous ~xture for Patching
2451.511 Coarse Filter Aggregate
2502.541 4" PerforatedPE Pipe Drain
0506.602 Connect Into Exist. HH or CB
2511.515 Geotextile Filter Type I
72 . 0 SY
265.0 LF
206.0 CY
22.0 TN
13 . 0 TN
30.0 SF
215.0 LF
1.0 EA
285.0 SY
SUBTOTAL
$0.80
$2.35
$11.50
$6.00
$150.00
$23.25
$20.50
$280.00
$3.65
$57.60
$622.75
$2,369.00
$132.00
$1,950.00
$697.50
$4,407.50
$280.00
$1,040.25
$11,556.60
ITEM NO.
ITEM
SUPPLEMENTAL AGREEMENT NO. 5
AMOUNT
QUANTITY UNIT UNIT PRICE
1 Totals ~ll 3 Operator
2 306 Bobcat and Operator
3 327 Broom Tractor and Operator
4 215 Roller and Operator
5 205 Paver and Operator
6 113 Distributor and Operator
7 17 Foreman and Pickup*
8 Transport and Operator
9 Triaxle Dump. and Operators
10 Tandum Dumps and Operators
11 Jackhammer and Operator
12 Flag and Laborer
13 Total Transport and Operator
14 2341 Binder
15 Tack
4RR
5RR
5RR
5RR
4HR
2RR
9RR
3HR
11 . 25 HR
23.75 HR
2HR
8RR
2RR
163.94 TON
100 GAL
SUBTOTAL**
$350.00
$45.40
$46.40
$40.50
$110.40
$48.00
$40.00
$75.00
$48.00
$42.00
$39.00
$24.50
$75.00
$19.80
$1. 00
$1,400.00
$227.00
$232.00
$202.50
$441.60
$96.00
$360.00
$225.00
$540.00
$997.50
$78.00
$196.00
$150.00
$3,246.01
$100.00
$8,491. 61***
* Supt. and pickup will not be included with Foreman and pickup on project.
** Rates include overbead and profit. Additional overbead and profit will not be included.
***sAS amount to be .bared by 3 partie.; amount to be added to contract - $2,830.54
TOTAL INCREASE TO CONTRACT (SAl tbrough SAS)
$36,859.50
UG& 1
'I... 13/rIII PODrr ~ rDIAL IU'fIMAn 110. 12
PUCIIl. I.An, IUIIIIZ8O'fA PD.IOD DIDDIG P-30-P2
B.P. 7001-I2/H.B .A.P. 201-105-03
VALLKY TOTAL B.P. 7001-62 H.B.A.P. 201-105-03 B.P. 7001-12 H.B.A.P. 201-105-03 TO'fAl,
PAVDIG lI'fOIlH BI:III:R S'l'ONl SEllER S'1'ONl SI:III:R
r:rDI 110. IlUCJUP'rIClIJ 1lIll'l pua llIIIT QQAH'J'lTY AHOON'l OOARTITY llHOOIl'l' QVAIII'1'lTY ~ OOANrrrr ANOIlII'I OOANrITY AHOON'f QQANrITY AMOOJI'f
---------------------------------------------------------------------------------------------------------------.-------------------------------------------------------------------------
2021.501 HOBILIZA%IClIJ 26,000.00 L~ Smt 1.00 26,000.00 0.57 14,820.00 0.33 8,580.00 0.08 2,080.00 0.02 520.00 0.10 2,600.00
2031. 501 rULI> OFrla, 'fYPED 4,000.00 , UCII 1 4,000.00 0.57 2,280.00 0.33 1,320.00 0.08 320.00 0.02 80.00 0.10 400.00
2101. 501 CLEARDIG 1,500.00 ACllJ: 0.15 225.00 0.15 225.00
2101. 502 CLII:ARDIG 110.00 TIlJ:E 50 5,500.00 38 4,180.00 12 1,320.00
2101.506 GRDBIlDIG 1,500.00 ACllJ: 0.15 225.00 0.15 225.00
2101.507 GRDBIlDIG '5.00 TIlJ:E 50 4,750.00 38 3,610.00 12 1,140.00
2104 .501 JlDtOVII: ClI1\B AH/) Gl71"1'J:I\ 3.00 LIII M' 20~5 6,075.00 258 774 .00 1767 5,301. 00
2104 .501 JlDtOVII: HE'rAL COLVII:Il'fS 6.00 LDI M' 86 516.00 86 516 .00
2104.501 I\DI()VJ: S_ PIPE 6.00 LIII M' " 5".00 " 5".00
2104.505 JlDtOVII: 8I'faKlNOU8 PAVII:MII:H'f 0.80 8Q YD llB66 ',U2.BO 7218 5,774.40 4648 3,718.40
2104.505 JlDtOVII: I>RlVJ:llAY PAvaa:N'.I' 2.10 80 YD lU 354.90 67 140.70 102 214.20
2104 . 50' JlDtOVII: CA7ClI BAS DI 110.00 UCII 2 220.00 2 220.00
2104.50' I\DI()VJ: 1100I) LIGIIT POLl: AH/) LlMDIAlIlll: 180.00 EACII
2104.50' I\DI()VJ: HE'rAL AP_S 30.00 I:l\CB 3 '0.00 3 '0.00
2104.50' JlDtOVII: COIICI\II:TII: APROIIB 85.00 UCII 1 85.00 1 85.00
2104.50' aENOVII: CAB'flllGa 65.00 EACH 3 U5.00 3 U5.00
2104.513 SAllDIG 8I'faKlNOU8 PAVDa:Il'1' 2.35 LDI M' 2043 4,801,05 1"0 4,676.50 53 124 . 55
2104.521 SALW\GII: SI:III:R PIPE 6.50 LDI M' 52 338.00 52 338.00
2104.523 SALW\GII: SIGI! 2'.00 EACH 18 522.00 232.00 10 2'0.00
2104.523 SALVAlZ CXJIlCJ\II:TII: APRONS 110.00 EACH 1 110.00 1 110.00
2105.501 CCMIClIi EXCAVI\7IClIJ 4.80 CO YD 2635 12,U8.00 817 3,921.60 1818 8,726.40
2105.507 lIlIIIGIUlllE EXCAVI\7IClIJ 4.80 CO YD 7031 33,748.80 5238 25,1(2.40 1793 8,606.40
2105.522 811:L&C'J' GI\AHOLAJl BORROIf 5.35 CO YD 5817 31,120.95 5817 31,120.t5
2105.523 CCHtOM BORROIf lEV) 3.45 CO YD 222U 76,741.80 16241 56,031. 45 6003 20,710.35
2105.533 SALVAIZ[) ~ (EV) 5.85 CO YD 2215 12,957.75 2215 12, t57. 75
2118.501 ~ 8UltJ'ACDIG, CLASS 15.00 TOIl 17 255.00 17 255.00
2130.501 1IA:I'II:1l. 18.00 MeaL
2211.501 ~ auE, CLAlI8 5 6.00 TOIl 10810 64,860.00 6800 40,800.00 4010 24,060.00
2331. 510 TYPE 31 BDlDD COUIISE HlJtT'Ollll: It.50 TOIl 556 10,842.00 556 10,842.00
2331.514 TYPE 31 BASE COOIISE HlX1'lJRl: It.OO 70Il 2U7 46,U3.00 1891 35,'29 .00 556 10, 5U. 00
2331. 51B BI'1'IMDIOOB HlX'1'Ulll: POR PA7CllDIG 150.00 TOIl 70 10,500.00 58 8,700.00 12 1,800.00
2331. 510 TYPE 41 BDlDO COUIUIE HlX'1'Ulll: It.80 TOIl 873 17,285.40 873 17,285.40
2331. 508 TYPE 41 UARDIG COUIISE HlJtT'Ollll: 21.50 TOIl 1630 35,045.00 1012 21,758.00 618 13,287.00
2357.502 BI'1'IMDIOOS IdA'fll:JUAL roll TACJ( COA2' 1.20 GALLONS 1785 2,142.00 1030 1,236.00 755 P06.00
0403 . 603 II:rn:HI> 'l'lHBJ:It tIALL 11.50 SQ M' 333 3,825t.50 333 3,82'.50
0411.603 COIlCJU:'l'II: BLOClt RrrADlDIG tIALL, "0' -4' 11.50 8Q M' 672 7,728.00 672 7,728.00
0411. 603 COIICRJ:ft IlLOClt IIJ:TADlDIG tIALL, S-.' -ti' 11.80 8Q M' 417 4,nO.60 417 4, no .60
0411.603 COIICRJ:'l'II: 8LOClt I\J:TADlDIG tIALL, 8-6' -8' 12.00 8Q M' 263 3,156.00 263 3,156.00
0411. 603 COIICJU:'l'J: IlLOClt IIJ:TADlIIIG tIALL, 8-8' -11' 12.70 8Q M' 1146 14,554.20 1146 14,554.20
2451.50' ~ BJ:DDDIG ICV} 15.00 CO YD 60 '00.00 60 '00.00
2451.513 rDIII: rIL'l'U ~ (ev) 11.00 co YD 205 2,255.00 205 2,255.00
2501.511 18. RC PIPE COLVERT 22.25 LIN M' 72 1,602.00 72 1,602.00
2501.511 36. CS PIPE COLVERT 43.00 LDI M' 12 516.00 12 516 .00
2501.51& 15. RC PIPE APRON 450.00 EACB 3 1,350.00 3 1,350.00
2501.515 18. RC PIPE APIIOH 480.00 II:AClI 4 1,920.00 2 "0 . 00 "0 . 00 "0 . 00
2501.573 D18'l'ALL IS'l'AL AP_ 60.00 I:l\CB 1 60.00 60.00 60.00
0501. 602 IItlLI:IlI:1oD COLVERT 60.00 UCII 2 120.00 120.00
0501.602 TRASK GOARD POll 18" PIPE AP_ 264 .00 EACB 1 264.00 264 .00 264.00
0501.602 TRASK GOARD I'OR 15' PIPE AP_ 240.00 EACB
250%.541 4. PEArORArED TP PIPE DRAlR 10.80 LDI M' 365 3,'42.00 365 3, "2 .00
0502.601 PJlII:CAST c:cJIICU:n II&ADIIALL Ito.OO EACB 2 380.00 2 380.00
2503.&41 15. RC PIPE 811:W11:R, DEB 3006 23.60 LDI M' 735 17,346 .00 400 ',440.00 23t 5,640.40 " 2,265.60 335 7,'06.00
2503.&41 15. RC PIPE 811:W11:R, DEB 3006, CL III 23.60 LIN M' 18 424.80 18 424.80 18 424..0
2503.541 15. RC PIPE BII:WII:R, I>EB 3006, CL IV 23.60 LIN M' 62 1,463.20 62 1,463.20 62 1,463 .20
2103.1141 18. IIC PUE B_, I>EB 3006 26.00 LXII M' 2Z& &,150.00 2211 lI,no.oo 22& &,no.oo
21103.1141 18. IIC PIPE BIlllZJl., I>EB 3006, CL III 26.00 LDI M' 135 3,510.00 1311 3,1110.00 1311 3,1110.00
2503.541 18. RC PIPE BI:III:R, DEB 3006, CL IV 26.00 LDI M' 203 5,278.00 203 5,278.00 203 5,278.00
2503.571 D18'l'ALL 1.. RC PIPE 81:111:R 8.00 LDI M' 51 408.00 51 408.00 51 408.00
2503.573 DlBTALL 1.. RC P IPK APRClIJ W/'l'IlASB GOARD 110.00 I:l\CB 1 110.00 1 110.00 1 110.00
0504.602 ADJUII'J' VALVE BOX - III\7II:R 108.00 EACB 8 864 .00 864 .00
0504.602 IoDJTJII'J' ClI1\B BOX 215 .00 EACB
rJWa 2
7.B. 13/rlBB PO~ ROAD rDIAL ~IMI.ft 110. 12
IPIll0R LAD, ~A IPERIOD DlDDIG t-30-n
S.IP. 7001-12/M.S.A.IP. 201-105-03
VALLEY TO'lAL S.P. 7001-12 M.S.A.IP. 201-105-03 ..IP. 7001-12 M...A.IP. 201-105-03 2O'rAL
PAVDlG STONe ._ 8'1'01Qt S~ 8'1'ONl S_
1'IDI 110. DCSCRlnIC* WIT 1P1lla: llYn QOAN'J'rry AHOOIft QOAN'J'ITY ANOOaI'l QOAR'Z lTY >>tOON7 QUAII'1'lTY MIOUM'I' QOAR'Zl7Y AHOIJN'l' ouunIn AMOOII'r
-------------------------------------------------------------------...-----------------------------------------------------------------------------------------------------------------------
2501.506 COHB'.I'IlUCT _OLEa, DIU r 110.00 LDI I"l' 56.2 6,182.00 51.2 6,182.00 56.2 6,182.00
2506.507 COHB'.I'IlUCT CA:l'CII IlA8D1S, DIU GOIIB 215.00 LDI I"l' 36.6 7,869.00 15.t 3,U8.50 17.5 3,762.50 3.2 688.00 20.7 4,UO.50
2501.50' COIIr.rRUC'1 CA:l'CII BASlHlI, DEll loP 6-6 1,500.00 EAC.B 2 3,000.00 2 3,000.00 2 3,000.00
2506.511 ~8'rRDC'J' IIAIIIIOLEa 150.00 LDI I"l' 13.3 I, U5.00 10.6 l,5tO.00 2.7 605.00
2506.516 CU'lDIG UB_LllU 210.00 EAC.B 17 3,570.00 6 1,260.00 8 1,680.00 3 630.00 11 2,310.00
2506.521 DlnALl. CU'lDIG 65.00 EACB 3 U5.00 1 65.00 2 130.00
2506.522 ADJOS'Z I'RAYE AIID IlDIG CU'l'DIG 155.00 EACB t l,3t5.00 1 155.00 5 775.00 1 155.00 2 310.00 3 U5.OO
0506.102 COIDlI:C'r Dl'J'() J:X1nDIG HII Oil CB 280.00 EACB 4 1,120.00 1 280.00 3 840.00 4 1,120.00
2511. 501 JlAIII:)<* IlUIl>>, CL 11 5t.00 co YI> 38 2,262.00 11 6U.00 27 l,5t3.00 27 1,5'3.00
2511.511 GIlAIIllLAIl rILD:Il 8.00 co YI> 13 106.00 4 32.00 t 72.00 9 72.00
2521.501 6. COJICIlI:7J: 1IALJ: 1.65 so I"l' 3526 5,112.70 1076 1,560.20 2650 3,552.50
2521. 501 6 . ClClIICIIrl'E 1IALJ: 2.20 SO I"l' 125 275.00 lZS 275.00
2531. 501 COMCItE'lJ: CONI AIID C3lr.l'7D, DIU B626 6.50 LDI I"l' 6022 26,163.00 6022 26,163.00
2531.501 ClClIICIIrl'E CONI AHD GU'1"l'I:Jl, DES B124 1.05 LDI I"l' 3376 20,U2.70 678 6,101.'0 2696 16,310.80
2531.503 COHCRI:'II: Ml:DIA>> 16.00 so YI> 1663 23,282.00 1535 21,UO.00 128 1,"2.00
0531. 602 COHCRI:'II: Ml:DIA>> 110ft 800 . 00 EAC.B 2 1,600.00 2 1,600.00
2531.507 6' ClClIICIIrl'E DIlIVEWAY IPAVDa:II'1' 20.50 SQ YI> " 1,783.50 87 1,783.50
0557.603 WOODDI I'DICZ 65.00 LDI I"l' 166 7,380.00 166 7,380.00
0563.101 'rI\AITIC COIi'1'ROL 18,000.00 UBG> 8WI 1 18,000.00 0.57 10,260.00 0.33 5,140.00 0.08 1,140.00 0.02 360.00 0.10 1,800.00
2566.531 r , I SIGal IP AMJ:LlI, 7YlPI:C 28.00 so I"l' 267 7,6".00 163 6,564.00 106 2,n2.00
0566.102 r AVDa:Il'1' HUSAGI: (loT ARROW' POLY IPIII:I'ONoI 13t .05 EAC.B 8 1,112.40 6 834.30 2 278 .10
0566 . 602 IPAVDa:Il'1' HUSAGIt (1lT ARROW) IPOLY PIII:I'ONt 13t .05 EACB 6 83" 30 6 834.30
0566 . 603 ,. BOLlI> LUll: urn: IP ADl'.r 0.25 LDI I"l' 10300 2,575.00 "36 2,65t.00 66' 116.00
0566.103 12. 8'1'OP LDlI: 11111'1'1: 1PADl'.r 1.36 LDI rr 73 U.28 73 U.28
0566.603 26. 8'1'01P LUll: UI'1'I: 1PADl'.r 1.61 LDI I"l' 83 133.63 83 133.63
0566 .103 ,. BOLlI> LDlI: YUl.OIl 1PADl'.r 0.25 LDI I"l' 3616 '04.00 3616 t06.00
0566.603 ,. DOOIlU BOLlI> LDD: YI:1.LOII PADl'l 0.67 LDI I"l' 5118 2,605.66 3668 l,I29.t6 U50 775.110
0566.603 12. BOLlI> LDlI: YUl.OIl I'ADn 1.36 LDI rr 153 208.08 153 208.08
0566 . 603 26. BOLlI> LDD: YJ:1.LOtI I' ADn 1.61 LDI I"l' 568 n..68 568 n'.68
0566 . 60' CIlOSS1IALJC MAIlItD1Gl l'OLY I'III:I'OIlM '.17 SO I"l' "2 3,302.64 792 3,302.66
2565.511 I'ULL 7 ACI T COIi'1'ROL SIGtIAL SYB'l'DC 70,000.00 SIG SYS 1.00 70,000.00 0.50 35,000.00 0.110 311,000.00
2573.501 BALI: CII&a 8.00 EACB 73 584.00 37 296 .00 36 288.00
2573.502 S IL7 I'DICZ, Ill:AVY 007Y 3.00 UII rr 661 1,383.00 1U 623.00 320 t60.00
2575.501 SI:I:DDIG 3,500.00 ACIlI: 1.8 6,300.00 1.35 .,.125.00 O.U 1,5')5.00
2575.502 SEED, MIX'J'tJJlZ 500 3.00 I'OOHI) ,. 228.00 57 171.00 U 57.00
2575.502 S&J':t), KIrJ'tJU 1000 8.00 POOHI) 15 120.00 11 8&.00 4 32.00
2575.505 8OIlDDIG, 7YlP1: LAJ8l 2.10 so YI> 5888 12,366.80 3.28 7,lt8.80 2460 5,166.00
2575.505 aCXlODIG, 7YlP1: EROSICl5 2.10 SO YI> 570 l,lt7.00 5'0 l,lt7.00
2575.511 amLCII MA.%'ERI.AL, 7YlP1: 1-3 250.00 TOIl 3.2 800.00 2.5 625.00 0.70 175.00
2li75.5l2 I&JLC8 MA:rU.IAL, 7YlP1: 2-3 6.30 GALLON 30. 1,307.20 246 1,057.80 58 24t.'O
2575.523 WOOD rIIII:Il BLUna:7S 1.15 SO YI> 1588 1,826.20 t84 1,131. 60 606 6,. .10
2575.532 c<:HtI:RCIAL 1'I:R7ILIZI:I\ JUlALYSIS 10-20-20 0.30 I'OOIID U6 274.80 658 U7.'0 258 77 .60
$76t,6t5.92 $446,076. ,. . 4253,114.68 460, t54. to . $9,271. 60 450,226.50
8P - 6",029.84 fatat. (u.a. - 20,108.86 .
HSAP - 262,466.08 'City (50.t.) - 20,846 .0'
*Total stat. Participation 466,183.80
**Total City Partio~tioA 283,312.12
MNIDOT TP-02134-03 (&'88) 8\.w. to Contrlld No.
. STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION
SUPPLEMENTAL AGREEMENT NO. 5
Sheet
1
0#
]
Contracto,: Federal P roje<:t: State Project No.:
Valley Paving, Inc. 1001-62
Addr..s: I Location:
I
8800 13tb Ave. B. I Trunk Highway 13, between Candy Cove Trail and Qreen Oak. Trail
Sbakopee, HH 55319 I in Prior Lake, Minne.ota
,
Proj. No. I F.Y. I Aocount 1.0. I DeptJOIv. I Sequenoe No. t Suffix I Object I Vendor ITr I Amo~
i I I i i 01 i i i
Purchase Terms I Asset No. I C.CO.1 I C.CO.2 I C.CO.3 I C.CO." I C.CO.5
I , i i i i
TYPE OF A40 ( ) A41 ( ) Dated Number Entered by
TRANSACTION: A44 ( ) A45 ( ) A46( ) Dated Number Entered by
ThIs contract Is amended as follows:
WHERBAB: In accordance with the .ettlement agreement outlined in MnDOT letter dated Karch 18, 1993,
(copy attached hereto) and agreed to by involved partie., the following i. added to the exiating contract:
ITEM NO. ITEM QUANTITY UNIT UNIT PRICE AMOUNT
1 Total. Mill 3 Operator 4 Rlt $350.00 $1,400.00
2 306 Bobcat and Operator 5 Rlt $45.40 $221.00
3 321 Broom Tractor and Operator 5 Rlt $46.40 $232.00
4 215 Roller and Operator 5 Rlt $40.50 $202.50
5 205 Paver and Operator 4 Rlt $110.40 $441.60
6 113 Di.tr~tor and Operator 2 RR $48.00 $96.00
1 11 Foreman and Pickup* 9 Rlt $40.00 $360.00
8 Tran.port and Operator 3 Rlt $15.00 .$225.00
9 Triax1e Dump. and Operator. 11.25 Rlt $48.00 $540.00
10 Tandum Dump. and Operator. 23.15 Rlt $42.00 $997.50
11 Jackhammer and Operator 2 Rlt $39.00 $78.00
12 Flag and Laborer 8 Rlt $24.50 $196.00
13 Total Tran.port and Operator 2 Rlt $75.00 $150.00
14 2341 Binder 163.94 TON $19.80 $3,246.01
15 Tack 100 GAL $1.00 $100.00
---------------
SUBTOTAL** $8, 491. 61
* Supt. and pickup will not be included with Foreman and pickup on project.
** Rate. include overhead and profit. Additional overbead and profit will not be included.
'fotal above to be .hared by 3 partie.; amount to be added to contract _
$2,830.54
APPROVED: I APPROVED: I Original Contract I
Commissioner of , Commissioner of I I Dated 3-30-93
Administration I Finance I I
I I Approved as to form 10ated/J-J-1'J
IBy r
By I and execution I
I I Approved as to form I Dated
I I I Dltrlcl EnuIr-
Dated I Dated I I Dated
I , Aell_ AIIllmey 0_" I ~HHd
/f!DJ
~~~
Minnesota Department of Transportation
Metropolitan Division
Transportation Building
St. Paul, Minnesota 55155
Oakdale Office, 3485 Hadley Avenue North, Oakdale, Minnesota 55128
Golden Valley Office, 2055 North Lilac Drive, Golden Valley, Minnesota 55422
March 18, 1993
Reply to
Telephone No. 593-8518
RECEIVED
I~il~:( 2 ..~ ;995
Mr. Vince T. Montgomery
TKDA and Associates, Inc.
2500 American National Bank Building
ST. Paul, MN 55101
T.K.D.A.
Subject: SP 7001-62 SAP 201-105-03
1H 13 at Fish Point Road, City of Prior Lake
Cooperative Agreement 67360
dtREI'I ,... ~..,., ~'--.
~.=~
Q eEATiY Q... HARnEY_
QBERK~ ~D6F~
Q eo - Q@.'l)l~
YER _ CU:iRI(
Q~ - Q.ERX\~
~DA~D~ .~~
o C;:'f: . . N1.~e..,.f'l""""1
\ '- ""
o ~ i:i Vo.w.::"'~'
Dear Mr. Montgomery:
C .1' "\ - ;? a n...c:.u WI r "t..
This letter is a follow-up response to several previous letters, phone conversations
and meetings that have occurred recently relating to the above referenced project.
As you are aware, the need for all this discussion resulted from a contractor claim
based on a bituminous pavement failure that occurred in the fall of 1990.
Although no specific reason has ever been identified or proven to be the cauSe of
this failure despite the extra effort put forth by many experts in the bituminous
field, we feel it is time to settle this claim. In an amicable attempt to settle and
close this project, The State of Minnesota will accept financial responsibility for
one-third of a modified contractors claim. This one-third split is the original
proflosal submitted by the contractor. The original claim for $11,347.31 has be
reviewed by our Estimating Section and adjustments have been made to reflect
acceptable terms. This modified claim is detailed on the following page and
reflects a total dollar amount of $8,491.61. Adjustment are indicated in bold.
Under this attempt for settlement, the State will accept $2,830.54 to be added to
the contract. Please inform me of the decision of all parties involved and, if
acceptable, submit a lump sum supplemental agreement to cover this work.
Indicate the total dollar amount and the percentage distribution of all parties
accepting responsibility.
All Equnl OP/I()rtllllity Employ",
Mr. Vince T. Montgomery
March 18, 1993
Page 2
Equipment
Totals Mill 3 operators
306 Bobcat and operator
327 Broom tractor and operator
215 Roller and operator
205 Paver and operator
113 Distributor and operator
17 Foremm and. pickup*
Transport and operator
Triaxle dumps and operators
Tandum dumps and operators
Jackhammer and operator
Flag and laborer
Total Transport and operator
Materials
2341 Binder
Tack
Hou~ ~
4 350.00
5 45.40
5 46.40
5 40.50
4 110.40
2 48.00
9 40.00
3 75.00
11.25 48.00
23.75 42.00
2 39.00
8 24.50
2 75.00
Ouantity
163.94 19.80
100.00 1.00
TOTAL MODIFIED ClAIM
ThW
1400.00
227.00
232.00
202.50
441.60
96.00
360.00
225.00
540.00
997.50
78.00
196.00
150.00
3246.01
100.00
$8491.61 **
* Supt. and pickup will not be included with Foreman and pickup on project.
** Rates received from the Estimating Section include overhead and profit,
therefore additional overhead and profit provisions will not be included.
ntact me if you have any questions.
r y, ~
Greg M.\U~ ~1-0
Cooperative Agreement Engineer
Metro Division
cc: Elmer Morris
Mary Bieringer
Larry Anderson-City of Prior Lake
Pat Schrader-Municipal Agr.
Gene Schmidt-Estimating
Project File
v-
Mrw'OqT, l"-218<CO-02 (&'83)
I' \
Sheet 1
of
!
STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION
CHANGE ORDER # 2
Co~.ctor Valley Pavina. Inc.
S.P. No. 7001-62 HSAP 201-105-03
~ess 8800 13th Avenue Eaat. Shakopee. MN 55379
F.P. No.
Job Location orB 13/Fiah Point Road
Contract No.
In aocordance with the terms of this Contract, you are hereby authorized and Instructed to perform the Wor1< as altered by
the followtng provisions:
The attached pag.a ahow compenaating quantities to the exiating contract, reaulting in
an increaa. to the contract in the amount ot $41,438.10.
ESTIMATED CHANGE IN COST
CONTRACT
ITEM NO. ITEM NAME UNIT QUANTITY UNIT PRICE AMOUNT
TOTAL $
CHANGE IN CONTRACT TIME
Due to this change the Contract TIme:
.. II' naeased () by
deaeased ( )
b. Is not changed (x).
Wor1<l ng ( )
Calender ( ) days.
Issued by !:..::s:(I'IL -1...... L~
Plof~1IdenlICoulty ~
3-30-93
0...
c. may be revised If the work
affected the controllng operation ( ).
Approved by
g~
Accepted by ~
~. Iz~Repr.enIdve
DatI
ij-/-1.J
DaN
OrigInal to Contractor
Copy to Centr. Admin. Engr. - Salmon
Copy to Project EngIneer - Pink
Copy to Materials ottIce - GoIdervod
Rem tI) ConIl. ........ s.a.l.200 . .3e7
.
- .
.~ .. ~ ... utrld ~Dft' IlOIlI> rDW. CCMPDISAnIIO caA*& 0IlI)0 110. : MuQ )0, un
r-:0Il LUZ, IIJ]IIIE.IO'I7o
.F. 'OOl-.2~.I.A.F. 201-105-0) . TOrAL c:oIrnAC'f
vau.a I~' I I.P. '001-"
rAVDI 0lIlI~uw. rnw. DIITEI'DIC& AHOOIIf OlIlIGDW. rnw. DIJTV.
nDC 110. DUCP.D'TI~ ~ nIc:& o.n OVAln'I'IT QOAX'2'I'IT +/- +/- QOUTrn OVAln'rn +/-
....___-----------r ----------
2021. SOl a<<>an.lP%JQI 26,000.00 I..t:IMF .oM 1 1 0.1'1 0.1'1
2031.101 r~ orrJ~, '1"YPt D 4,000.00 u.aa 1 1 0.5' 0.1'
2101.501 ~ 1,100.00 ~ 0.1$ 0.15
2101.502 ~ 110.00 '11\J:E 45 50 5 550.00 )4 n
2101.506 QRDBB~ 1,500.00 ~ 0.15 0.15
2101.50' ~%NG IS.OO TIU:E 45 50 5 4'15.00 34 )I
2104.501 ~ ~ ,.. GIt7'l"rD. ).00 LIJI " 1181 2025 140 420.00 l'0 251
:104 .501 QHOVE )a:%AJ. on.vu:r. 6.00 LIJI " " " " "
2104.501 ~ n:ua I'IP& 6.00 LIJI " .4 U 15 '0.00
2104 .S05 ~ arztlouAOO. 'AVDCE117 0.10 ~m 1146' 11'" 3U 311.40 un 1211
2104.505 UHC/YE ~ PAYDa:IIT 2.10 -0 m 201 1" -)t (11.~1 n 6'7
2104.50' UHOYE CM'Ca USIJI 110.00 v.:a ) 2 -1 (110.001
2104.50' ~ WOOD UcaT ~u: ~ ~JlE 110.00 u.aa 1 -1 (110.001 1
2104 .50' UHOYE WE"%Al. Al'JUlIQ 30.00 EA.CII 3 ) ) 3
2104.$Ot UHC/YE CIOIICQ:.TE APMU 15.00 u.aa 3 1 -2 11'0.00) 2
2104.50' UHOYE CAft1JIGI 15.00 u.aa 3 3
2104 .513 aAWDIG al"J'QaJlOU' I'AVEHDlT 2.35 LIJI " 2'01 2043 -U5 (1,562.'751 25" U'O
2104 .121 SALV10GIt SDIa I'nc '.10 LIJI " 52 52
2104.123 SALV10GIt IJ~ Zt.OO u.aa 11 11 . ,
2104.IU ~V1oGIt ~ APMU 110.00 u.aa 1 1
2105 .SOl ~ CtCA~lc:. 4.10 co m U41 2n5 )t4 1,'U.20 UI n,
2105.10' ~I: J:XCA,VUIQI 4.10 co m "01 '7031 -5'0 (:,136.001 5652 5U'
2105.5:2 RLIC'2' GRAIIOIoM aoMCl'l 1.35 co m 415' Ill' 1251 ',130.)0 455' 5111
2105.12) OOMNOK BOKROW (EVI 3.41 co m 25no 22244 -"U (12, Ul. '01 lU12 16241 -
2105. 5)) ~VN:;J:D ~UE (J:V) 5.15 co m 221$ 221$ 2215 2215
211'.501 ~ SOJU"ACIJI(;, c::LASa 1 15.00 'JQI 11 1'7
2130.501 tIUEIl 11.00 ~ 50 -50 ('00.001 25
2211.501 ~ aACE, c::LaU 5 '.00 '1'l* "00 10110 3UO 23,460.00 45" 6800
2)) 1. 510 'rY1'& )1 aDlDEll 000JI.n ~ U.50 'JQI 420 556 13' 2,652.00
un .114 rtJ'E n ~ CXlOUE aax::rtIJlE It.OO 'JQI 1360 2'" ., 1,653.00 lU6 lIU
U31.511 arrtaaJlOO' ~ l'OlIl I'A2'CaDIG 150.00 'JQI 62 '0 . 1,200.00 62 5.
U31.510 ':YPE U aDlDEll CJClItmSI: ~ U.IO 'JQI "3 113 100 1, tlO.OO 11) In
un.501 ralt u wu.JUIIG c:CJOI\SZ ~ 21.50 'JQI 120' lno 421 ',0$1.50 785 1012
235'7.502 a~S ~ l'OlIl ua: ex>>:: 1.20 cau.c.zs 1314 1185 411 5".20 15) 1030
0403.60) J:XrDID '.rDfBD. 1D.LL 11.50 10" 40 ))) 2U 3,3".50
0411.603 0ClIICIU:U IlLOCI: JU:V.IJ(1JIG WALL, 1-0' -4' 11.50 IQ" 1" 612 50) 5,784.50
0.. 11 .60) CQNCJU:'ZI: IlLOCI: JU:V.IJ(1JIG WALL, 1-4' .,. 11.10 IQ" 31' 41'7 31 "1.40
0411.603 CXlIICIU:TE IlLOCI: ~ WALL, '-6' -I' U.OO 10 " n6 2n -413 (4, '56 .001
0411 . 60) CCIIlCRE'rI: IlLOCI: JIZ:'U.IJIlJIG WALL, ....' -11' 12.'0 SO " 112' 1146 1'7 U5.to
2411.50' ~ BEODIJI(; (cy) 15.00 co m 46 60 14 210.00
U51.513 rDIE rII..2:EIt AQGP.r.GAft (cy) 11.00 co m 1st 205 46 506.00
250 1 .511 11- JU: 1'11'& ClDIoVEll:r 12.25 LDI " 10 12 -I (118.001 10 '2
2501 .511 36- CII .11'& ClDIoVEll:r U.OO LIJI " 12 12 12 12
2501.515 15. JU: .11'& Al'1ll* 450.00 v.:a .. ) -1 (450.001 ) )
2501 .115 18- JU: .11'& Al'1ll* 410.00 u.aa . 4 2 2
2501.513 DIftAI,.J. HI!:UJ. Al'au:. 60.00 u.aa 1 1
0501 . 602 JlUI.,DJ:llD o:n.VJ:Il:I' 60.00 u.aa 2 2 2 2
0501.602 'l'AA.D'~ J"OIl. 18- I'DC APJtCII 26..00 u.aa 1 1
0501.602 nASa ~ J"OIl. U- 1'Il'E Al'N* 240.00 EA.CII 1 -1 (240.001
2502....1 4' p~ '.rP I'DI: DI\ADI 10.10 LDI " 283 )65 12 I"."CO
0502.601 'llECAS'J' ~ UADWlU.Z. lto.oo u.aa 2 2
250).541 15- JlC .11'& ~ DES )006 2).60 LIJI " "2 '735 5) 1,250.80 402 400
250).541 15- JU: .11'& ~ DE.S )006, 0. III 23.60 LDI " '0 11 -52 (1, ::0:, .201
- . 2503.~41 15- JU: 1'11'& ~ DU JOOt, C. IV 23.60 LDI " 62 62
250).541 11- JU: 1'11'& ~ DES )006 26.00 LDI " 226 :25 -1 (26.00)
250).541 11' JU: .11'& ~ DU JOG6, 0. III 26.00 LDI rr uc 135 1 26.00
210).541 18- ItC .11'& ~ DES JOOt, 0. IV 26.00 LDI rr 200 20) ) 18.00
2IO).ln DIftALL le- IIIC I'IP& RIID. '.00 LDI rr 52 51 -1 (1.001
250).n) DIftALL 1.. IIIC I'DC AP~ w/'nIAU GOAJa) 110.00 u.aa 1 1
0504.602 ItDJf1ft V>>.VC ~ - D2D loe.OO UICIl 5 I ) 324.00
0504.602 N>JVft CUD .. 215.00 DCa J -) (645.00)
2SH .106 ~ MNmou:" IlCS I' 110.00 LDI " 41.2 56.2 I 110.00
2506 . Ie" CXl&ftJIIIIC'.r c:ua auDIa, IlCS G OIl a 211.00 LDI rr 31.2 "., -0.6 112'.001 15.' U.'
2SH.50' CiCMS'%'JlDCr c:a2CII auDIS, IlCS LI' .-4 1,500.00 u.aa 2 2
2506.511 ~.....OI.I:I 150.00 LDI rr 13.) u.) 10.6 10.6
2SH.516 ~ A-'-'OY'" 210.00 DCa 16 11 1 210.00 . 6
2SH.S:!1 DftALL ~ fS.OO u.aa 2 ) 1 65.00 1 1
2SH.5%2 N>JVft I'IUlI& Am IUJIG c:un1IlO 155.00 DCa , , 1 1
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