HomeMy WebLinkAboutRodarte Construction Contract 10-02 CITY OF AUBURN
CONTRACT CHANGE ORDER AGREEMENT NO. 2
Contract No.,Project No. and Project Title: 10-02,CP0921 Bi-Annual Sanitary Sewer
Repair/Replacement
Contractor Name and Address: Rodarte Construction,Inc.
PO Box 1875
Auburn,WA 98071-1875
The Contractor is hereby directed to make the changes to the Contract as described herein. This document and all attachments
are a supplement to the contract. All work,materials and measurements for the type of construction involved shall be in
accordance with the contract documents of the above named project unless stated otherwise in this change order.
Summary of Proposed Changes:
1 Plane 2 inches and overlay with 2 inches of HMA CL 1/2 inch,PG 64-22 repair area approximately
sized 46 ft x 95 ft.(See attached quote).
The Contract time is extended by 4 days.
Sales
Item Sch. Sec.No. Item Description Quantity Unifs Unit Price Total Price Tax
(+/) ($) (+/-) (Y/N)
02-1 A 504__ G__rind and Overlay L Street NE Site R__e_pair 1 LS 15125.00 $ 15,125.0.0 y _
Subtotal $ 15,125.00
Washington State Sales Tax(9.5%)on applicable items $ 1,436.88
TOTAL $ 16,561.88
Base Amount Totals indl.Taz
1. Total Cost this C/O $ 15,125.00 $ 16 561.88
2. Total Cost Previous C/O $ 13,159.00 $ 14,266.61
3. Original Contract Amount $ 495,967.00 $ 543 083.87
4. Revised Contract Amount $ 497,933.00 $545,379 14
This change order constitutes full and complete compensation for all labor,equipment,materials,overhead,profit,any and all
indirect costs,and time adjustment to perform the above described changes. All other costs are non-compensible. All other
terms and conditions of the contract remain unchanged. /
Contractor- �° r/Z /L
Inspector Date
�
Project Manager 12 Dale
City Engineer Date
Approved by /o t 03 t%Date
Mayor ty o Aub rn Date
H:\Forms\ChangeOrder.xls
CITY OF AUBURN C /�
CONTRACT CHANGE ORDER AGREEMENT NO. I
Contract No., Project No. and Project Title: 10-02, CP0921 Bi-Annual Sanitary Sewer
Repair/Replacement
IJ
Contractor Name and Address: Rodarte Construction, Inc.
17 East Valley Highway East
Auburn, WA 98071-1875
The Contractor is herebv directed to make the changes to the Contract as described herein. This document and all attachments
area supplement to the contract All work,materials and measurements for the type of construction involved shall be in
accordance with the contract documents of the above named project unless stated otherwise in this change order.
Summary of Proposed Changes:
1 Construct Site 5 sewer main in accordance with design modifications; the sewer main will now be
constructed at a shallower depth, in the same alignment of the existing main.
2. Connect to existing manhole, modify manhole for ladder relocation, install drop inlet, rechannel as
necessary
The Contract time is extended by 0 days.
Sales
Item Sch. Sec. No. Item Description Quantity Units Unit Price Total Price Tax
(+/-) (S) (+/-) (V/l)
C01-1 A 7-17 Solid Wall Polyvinyl Chloride(PVC)Sewer 243 LF 65.00 $ 15,795.00 Y
Pipe, SDR-35, 8 inch Diam.-Site 5
Solid Wall Polyvinyl Chloride(PVC)Sewer $ (18,954.00)
32 A 7-17 Pipe, SDR-35, 8 inch Diam. -243 LF 78.00 Y
24 A
7-05 Manhole Type 1 60-inch Diam. -1 EA 8,500.00 $ (8,500.00) Y
Modify/Rechannel/Connect to Existing
C01-2 A 7-05 Manhole 1 EA 3,610.00 $ 3,610.00 Y
25 A
i--om Connect to Existing Manhole -1 EA 1,500.00 $ (1,500.00) Y
Subtotal $ (9,549.00)
Washington State Sales Tax(9.5%)on applicable items $ (764.66)
TOTAL $ (10,313.66)
Base Amount Total incl.Tax
I Total Cost this C/O $ 9,549 00 $ 10,313.66
2. Total Cost Previous C/O $ - $ -
3 Original Contract Amount $ 495,967 00 $ 543,083.87
4. Revised Contract Amount $ 486,418.00 $ 532,770.22
'this change order constitutes full and complete compensation for all labor,equipment,materials,overhead,profit,any and all
indirect costs,and time adjustment to perform the above described changes. All other costs are non-compensible.All other terms
and conditions of the contract remain unchanged.
Contractor*✓f�l/ �/ / �h ZG���
Inspector,
Project Manager r It 27 ZOO y Date
Citv Engineer y z 27
Approved by 4o '11 41911"1"
Mayor, C u urn Date
H:\Forms\FCO25.xls
I
Redone Conameuon.hic Puce I
AUBSWR2012C0 Di-Annual Sewer Real Addil Wort 09/192012 1621
John Ells L ST GRIND AND OVERLAY
Ac_In•m Desc Quanta Unit Perm Cantor Equip Sub-
Resource Pea (jail Cost Labor Material Matl/C%p Ment Cannel Total
RID ITEM 2
Description= I.Street Grind and Oerl:n Ung LS TakenRQuan 1000 Enor Qtmn 1.000
2 I.Street Grind nod Overlay Quan: 1.00 IJS Ilrs/ShR: 8.00 Cnl: 508 WC NONE
lACP Par me SUB it l'_1% IDU LS 12500000 15.125 15,125
SI5,125.00 •*• Report Totals `"• 15.125 1+,125
»>indicates Non Addifive ANivily
----Iteport Notes.
The estnnnte was prepared mih'1'AKEOFF Claimants
11as wporl shoot,I'AKHOFF Quantities wnli the resources
Did Date /hsncr Foginecrmg Fin
Eslimxtor-In-Cl urce JR RODARTE
.IOB NOTES
Estimate created on. 05/07/^_008 MJ User# 1 – John E11e
Source estimate used. L.\HEAVYBID\EST\CHNGNAST
" . ""`Estimate created on. 08/28/2012 by User# 1 – John Ells
Source estimate used. L.\HEAVYBID\EST\FORCEACCOUNT
an units ol'MN Indicate average Inhar unit cost was used rather than hasc rate
I I m the final lost Column=Labor than Cost Without Labor Burdens
In equipment resources, rent and EOE 1, not = 100 are represented as XX,XiYYY where XXX=Rent% and YYY=EOEE
—Calendar Codes--
Calendars am land in crew and labor codes and have the 1'onnat XXXdY where
XXX-The Calendar and Y=The Starting Day of the Work with Day 1=Monday,etc.
507 5 Day Week 7 Hoar Dav
508 8 Hour Das 5 Dm Week
510 101 four Dm/5 D..- Week
512 12 I Imm Dm 5 Dm Week
1110 101 four Dm-it Dm Week
1 \ 1 14-
CITY OF AUBURN
CONTRACT CHANGE ORDER AGREEMENT NO. 3
Contract No., Project No. and Project Title: 10-02, CP0921 Bi-Annual Sanitary Sewer
Repair/Replacement
Contractor Name and Address: Rodarte Construction, Inc.
17 East Valley Highway East '✓Y sn
Auburn, WA 98071-1875 lC� •qG
0 o�'9iL
The Contractor is hereby directed to make the changes to the Contract as described herein. ']'his document and all anachmenntts2 /CF
are a supplement to the contract. All work,materials and measurements for the npe of construction involved shall be in C
accordance with the contract documents of the above named project unless stated otherwise in this change order
Summary of Proposed Changes:
1 Add Schedule D to the payment schedule for roadway restoration work not associated with utility
improvements.
2. Remove and replace degraded sidewalk in areas adjacent to, but outside of Contract required restoration
zones(see attachment).
The Contract time is extended by 8 days.
Sales
Item Sch, Sec. No. Item Description Quantity Units Unit Price Total Price Tax
(+/-) ($) (+/-) (Y/N)
CO3-1 D 8-04 Remove and Replace Sidewalk 125 SY 1 101.66 $ 12,707.50 N
Subtotal S 12,707.50
Washington State Sales Tax(9.5%)on applicable items $ -
TOTAL $ 12,707.50
Base Amount Total incl. Tax
I Total Cost this C/O $ 12,707.50: .$ 12,707.50
2. Total Cost,All Previous C/O 1.$ 5,576.00 $, 6,248122'
3 Original Contract.Amount F$ 9.5 9.617:00 $'. . 543;083.87
4 Revised Contract,Amount. . "$ ., 514,250:50^ _ 562039.59
This change order constitutes full and complete compensation for all labor.equipment.materials,overhead,profit,any and all
indirect costs.and time adjustment to perform the above described changes. All other costs are non-compensible. All other
terms and conditions of the contract remain unchanged.
Contractor*
Inspector- /d2 -It/ 7Z Date
Project Manager e '� yo 201 2_Date
City Engineer- 27 `a1e
r
Approved by Da1e
Mq1 q City ofAuburn Date
H:\Forms\ChangeOrder.xls
TD2 Truck Driver-Solo 1.00 8.00 MH 71.080 586 586
$4,568.76 0.2560 MIUSY 32.00 MH [ 18.47] 2,380 551 1,638 4,569
070303 Sidewalk Quan: 125.00 SY Hrs/Shit: 8.00 Cal: 508 WC:WC0101
""Unreviewed
C102 Grade Sidewalk 6.00 CH Prod: 20.8333 UH Lab Fes: 4.00 Eqp Fes: 3.00
2AGR01 518 CSTC rr 121% 29.00 TN 11.000 386 386
4CONC Concrete SUB a 112°l* 125.00 SY 37 440 5,242 5,242
86420 420 Cat Backhoe 1.00 6.00 HR 41.760 251 251
8E312 Caterpillar 312 Excava 1.00 6.00 HR 66.630 400 400
8PU350 Ford F350 Superduty 1.00 6.00 HR 21.000 126 126
GL General Laborer 2.00 12.00 MH 62.800 780 780
OP Operator 2.00 12.00 MH 77.360 955 955
$8,139.17 0.1920 MH/SY 24.00 MH [ 13.455] 1,735 386 776 5,242 8,139
�> Item Totals: 3 - Sidewalk Removal
$12,707.93 0.2488 MHILF 56.00 MH 17 7371 4,115 937 2,414 5,242 12,708
56.480 225 LF 18.29 4.16 10.73 23.30 56.48
$12,707.93 *** Report Totals *** 56.00 MH 4,115 937 2,414 5,242 12,708
>>>indicates Non Additive Activity
---Report Notes:-- v
The estimate was prepared with TAKEOFF Quantities.
This report shows TAKEOFF Quantities with the resources.
"Unreviewed"Activities are marked.
Bid Date: Owner: Engineering Firm:
Estimator-In-Charge:1R RODARTE
JOB NOTES
Estimate created on 05/07/2008 by User# 1 - John Ells
Source estimate used. L \HEAVYBID\EST\CHNGMAST
************Estimate created on 08/28/2012 by User# 1 - John Ells
Source estimate used. L \HEAVYBID\EST\FORCEACCOUNT
*on units of MH indicate average labor unit cost was used rather than base rate.
[ ] in the Unit Cost Column-Labor Unit Cost Without Labor Burdens
In equipment resources, rent 8 and EOE % not = 100% are represented as XXX%YYY where XXX-Rent% and YYY-EOE%
----Calendar Codes—
Calendars are found in crew and labor codes and have the format XXXdY where
CITY OF
A_0. BUR' N*
Peter B. Lewis, Mayor j
WAS H I N GTO N 25 West Main Street * Auburn WA 98001-4998 * www.auburnwa.gov * 253-931-3000
I
i
March 25, 2013
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Jared Rodarte
Rodarte Construction, Inc
17 East Valley Highway E
Auburn; WA 98092
RE: Contract No 10-02
Project No. CP0921, Bi-Annual Sanitary Sewer Repair and Replacement
Letter of Final Acceptance
Dear Mr. Rodarte:
Enclosed is your Final Pay Estimate in the amount of$25,741.42 for the above-referenced project. All
of your obligations in regard to this project have been met in accordance with Section 1-08.5 of the
Standard Specifications. The one-year warranty period begins as of the Final Acceptance date of
March 5, 2013.
Your retainage in the amount of$18,161.42 will be released approximately 60 days after this date,
provided all necessary releases have been received, and there are no outstanding claims against the
retainage. All approved Labor& Industries Affidavits of Wages Paid.from your firm and all
subcontractors on the project must also be received before your retainage can be released.
The total contract amount for this project, as shown on your Final Pay Estimate, is $493,651.44. If you
have any questions, please contact Amanda DeSilver, Contract Administration Specialist, at 253-876-
1980.
Sincerely,
Dennis Selle, P.E.
City Engineer/Assistant Director
Department of,Public Works
Enclosure
cc: Dani Daskam, City.Clerk
Robert Lee, Project Engineer
File 13.11 (CP0921) j
AUBURN * MORT: THAN YOU IMAGINED I
CITY OF AUBURN CO.NO.10-02
CP0921 Bi-Annual Sewer Repair&Replacement
PAY ESTIMATE#5 SCHEDULE A: Sanitary Sewer Utility Improvements
ITEM ESTIMATE TOTAL PERIOD UNIT UNIT COST TOTAL COST PERIOD COST PERCENT
NO. ITEM DESCRIPTION QUANTITY QUANTITY QUANTITY TYPE EST.QTY.
1 Minor Changes 1 0.1721 0.172 Eq.Adj. 15000.00 $ 2,582.68 $ 2,582.fi8 17%
2 SPCC Plan 1 1 LS 500.00 $ 500.00 $ - 100%
3 Utility Potholing 10 10 EA 350.00 $ 3,500.00 $ - 100%
4 Mobilization 1 1 LS 33500.00 $ 33,500.00 $ - 100%
5 Construction Site Sign(s) 2 0 EA 300.00 $ - $ - 0%
6 Traffic Control Labor (Min.Bid$34.00 per hour) 1 260 62 HR 34.001 $ 2,108.00 $ - 24%
7 Traffic Control Supervisor 1 1 LS 1500.00 $ 1,500.00 $ - 100%
8 Sequential Arrow Sign 6 0 DAY 30.00 $ - $ - 0%
9 Clearing and Grubbing 1 1 LS 1000.00 $ 1,000.00 $ - 100%
10 Removal of Structures and Obstructions 1 1 LS 3500.00 $ 3,500.00 $ - 100%
11 Remove and Reset Fence 500 422 LF 8.00 $ 3,376.00 $ - 84%
12 Removal of Cement Concrete Flat Work 95 104.6 SY 8.00 $ 836.80 $ - 110%
13 Roadway Excavation Including Haul 225 2261 CY 32,00T$ 7,232.00 $ - 100%
14 Unsuitable Foundation Excavation 25 0 CY 35.00 $ - $ - 0%
15 Gravel Borrow Including Haul 40 0 TON 22.00 $ - $ - 0%
16 Subgrade Preparation 665 665 SY 5.00 $ 3,325.00 $ - 100%
17 Shoring or Extra Excavation Class B 8840 4199 SF 0.10 $ 419.90 $ - M245%
18 Crushed Surfacing Top Course 45 124.3 TON 42.00 $ 5,220.60 $ -
19 Crushed Surfacing Base Course 130 318.97 TON 32.00 $ 10,207.04 $ -20 HMA Cl.1/24nch PG 6422(Class B) 130 221.25 2 TON 150.00 $ 33,187.50 $ 300.00 21 Asphalt Cold Patch 25 30 TON 125.00 $ 3,750.00 $ -22 Commercial HMA 30 0 TON 150.00 $ - $ -
23 Manhole Type 1,48-inch Diam 6 6 EA 2800.00 $ 16,800.00 $ - 1 100%
24 Manhole Type 1,604nch Diam 0 0 FA 8500.00 $ - $ -
25 Conned to Existing Manhole 4 5 EA 1500.00 $ 7,500.00 $ - 125%
26 Pipe Foundation Material 220 0 TON 18.00 $ - $ - 0%
27 Select Pipe Trench Backfill 370 197.79 TON 25.001 $ 4,944.75 $ - 53%
28 Imported Pipe Trench Backfill 500 1228.05 TON 12.00 $ 14,736.60 $ - 246%
29 Imported Pipe Bedding 300 439.21 1 TON 25.00 $ 10,980.25 $ - 146%
30 Controlled Density Fill(CDF)for Trench Backfill 10 0 CY 150.00 $ - $ - 0%
31 Controlled Density Fill(CDF)for Filling Pipe 15 3.5 CY 300.00 $ 1,050.00 $ - 23%
Solid Wall Polyvinyl Chloride(PVC)Sewer Pipe,SDR-35,8
32 inch Diam. 770 782 LF 78.00 $ 60,996.00 $ - 102%
33 Sewer Television Inspection 1303 1025 LF 3.00 $ 3,075.00 $ - 79%
34 6 inch Diam.PVC Side Sewer w 6 inch Diam.PVC Cleanout 520 517 LF 48.00 $ 24,816.00 $ - 99%
35 Pre-Installation Cleaning and Inspection 1 290 290 2901 LF 3.00 $ 870.00 $ 870.00 100%
Furnish and Install 10-inch Diameter CIPP at 6.Omm liner
36 thickness 290 290 290 LF 50.00 $ 14,500.00 $ 14,500.00 100%
37 Internal Reinstatement of Side Sewer 1 1 1 EA 525.00 $ 525.00 $ 525.00 100%
38 Temporary Water Pollution/Erosion Control 1 0 Eq.Adj. 20000.00 $ - $ - 0%
39 Top Soil Type A 30 71.25 CY 60.001T 4,275.00 $ - 238%
40 Lawn Sod 250 1 882.41 SY 10.001 $ 8,824.00 $ - 1 3530/6
SCHEDULE SUBTOTAL $ 18,777.68
Period Dates
Begin:Dec.21,2012
End: Jan.20,2013
h:\proj\pe\CP0921 PE.xls 1 of 6 1/28/2013 at 10:57 AM
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CITY OF AUBURN CO.NO.10-02
CP0921 Bi-Annual Sewer Repair&Replacement
PAY ESTIMATE#5 SCHEDULE A: Sanitary Sewer Utility Improvements
ITEM ESTIMATE I TOTAL I PERIOD UNIT PERCENT
NO. ITEM DESCRIPTION QUANT'ITY I QUANTITY UNIT COST TOTAL COST PERIOD COST—I QUANTITY TYPE I EST.QTY.
41 Bark Mulch 12 3 CY 45.001 $ 135.00 25%
42 Landscape Restoration 1 0.234 0.234 Eq.Adj. 25000.00 $ 5,855.26 $ 5,855.26 23%
PSIPE Cryptomeria Japoninca'Elgans'(Plume Japanses
43 Cedar)5-ft Height,18-inch Min.Roothall Diam. 4 4 EA 325.00 $ 1,300.00 $ 100%
PSIPE Juniperus Chinensis'Columnaris'(Chinese Juniper)5-ft
44 height 18-inch Min-Rootball Diam. 6 5 EA 200.00 $ 1,000.00 $ 83%
PSIPE Comus Florida'Comaceae'(Flowering Dogwood),5-ft
45 Height 18-inch Min.Rootball Diam. 6 7 EA 425.001 $ 2,975.00 $ 117%
PSIPE Buxus Sempervirens'Buxaceae'(Common Boxwood),
46 3-Ft Height, 12-inch Min.Roothall Diam. 8 8 EA 100.00 $ 800.00 $ - 100%
47 Cement Concrete Traffic Curb and Gutter 600 610 LF 28.00 $ 17,080.00 $ - 102�/-.
48 Dewatering System 100 0 LF 75.00 $ - $ - 0%
49 Residential Driveway 70 43.9 SY 75.00 $ 3,292.50 $ - 63�/-.
50 Industrial and Commercial Driveway 35 201 Sy 80.00 $ 1,600-00 $ - 57%
51 Temporary Chain Link Fence 500 422 LF 4.001 $ 1,688.00 $ - 84%
52 Monument Type B(Modified) 1 0 EA 325.001 $ - $ - 0%
53 Cement Concrete Sidewalk 36 51.3 SY 65.00 $ 3,334.50 $ 143�/-.
54 Wood Fence,6 fL Tall 40 0 LF 45.00 $ - $ - 0%
55 Wood Gate,6 ft.Tail 1 0 EA 500.00 $ - $ - 0%
CO-2 Grind and Overlay L Street NE Site Repair 1 1 LS 15125 $ 15,125.00 $ - 100%
ICO-1 Quantifiy Change for BIVs 24,25,32
Solid wall Polyvinyl Chloride(PVC)Sewer Pipe,SDR-35,8 In.
CO-1-1 Diam.-Site 5 243 2431 LF 65.001 $ 15,795.00 $ - 100%
CO-1-2 Modify/Rechannel/Connect to Existing Manhole 1 11 1 EA 3610.001 $ 3,610.00 $ - 100%
SCHEDULE TOTAL $ 24,632.94
Period Dates
Begin:Dec.21,2012
End: Jan.20,2013
h:1pro11pe1CP0921 PE.xls 2 of 6 1/28/2013 at 10:57 AM
CITY OF AUBURN CO.NO.10-02
CP0921 Bi-Annual Sewer Repair&Replacement
PAY ESTIMATE#5 SCHEDULE B: Water Utility Improvements
ITEM ESTIMATE TOTAL PERIOD UNIT PERCENT EST.
NO. ITEM DESCRIPTION QUANTITY QUANTITY QUANTITY TYPE UNIT COST TOTAL COST PERIOD COST
QTY.
56 Shoring or Extra Excavation Class B 50 0 SF 0.10 $ - $ - 0%
57 Crushed Surfacing Top Course 20 31.78 TON 60.00 $ 1,906.80 $ - 159%
58 Crushed Surfacing Base Course 60 76.04 TON 60.00 $ 4,562.40 $ - 127%
59 HMA Cl.1/2-inch PG 6422(Class B) 45 0 TON 150.00 $ - $ - 0%
60 Pipe Foundation Material 65 0 TON 20.00 $ - $ - 00/0
61 Select Pipe Trench Backflll 150 0 TON 20.00 $ - $ - 0%
62 Imported Pipe Bedding 85 80.48 TON 20.00 $ 1,609.60 $ - 95%
63 Controlled Density Fill(CDF)for Trench Backfill 5 0 CY 145.00 $ - $ - 0%
64 Controlled Density Fill(CDF)for Filling Pipe 2 0 CY 1000-00 $ - $ - 0%
65 Connect to Existing Water Main 1 1 EA 3000.00 $ 3,000.00 $ - 100%
Special Class 52 Ductile Iron Pipe for Water Main,8 Inch
66 Diameter 300 327 LF 60.00 $ 19,620.00 $ - 109%
67 Gate Valve,8Inch Diameter 1 1 EA 1200.00 $ 1,200.00 $ - 100%
68 Tapping sleeve and Valve Assembly(12 x 8 x 12 inches) 1 2 EA 6800.00 $ 13,600.00 $ - 200%
69 Hydrant Assembly 1 1 EA 4200.00 $ 4,200.00 $ - 100%
Water Service Connection%inch Meter with 1 inch Diam.
70 Service line and Private Valve 13 14 EA 1300.00 $ 18,200.00 $ - 108%
71 Top Soil Type A 5 0 CY 70.00 $ - $ - 0%
72 Lawn Sod 45 45 Sy 15.00 $ 675.00 $ - 100%
73 Bark Mulch 5 0 CY 75.00 $ - $ - 0%
74 Landscape Restoration 1 01 Eq.Adj.1 10000.00 $ - $ - 0%
75 - Cement Concrete Traffic Curb and Gutter 60 01 1 LF 1 70.00 $ - 1 $ - 0%
76 Cement Concrete Sidewalk 36 32.41 1 SY 1 85.001 $ 2,754.001 $ - 90%
SCHEDULE TOTAL $ -
Period Dates
Begin: Dec.21.2012
End: Jan.20,2013
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CITY OF AUBURN CO.NO.10-02
CP0921 Bi-Annual Sewer Repair&Replacement
PAY ESTIMATE#5 SCHEDULE C: Storm Utility Improvements
ITEM ESTIMATE TOTAL PERIOD UNIT I UNIT COST TOTAL COST PERIOD COST PERCENT EST.
NO. ITEM DESCRIPTION QUANTITY QUANTITY QUANTITY TYPE OTY,
77 Shoring or Extra Excavation Class B 160 0 SF 0.10 $ - $ 0%
- 78 Polyvinyl Chloride(PVC)Storm Pipe,SDR-21,12 inch Diam. 16 16 LF 90.00 $ 1,440.00 $ 1000/0
79 Storm Sewer Television Inspection 16 0 LF 12.00 $ - $ 00/0
80 Catch Basin Type 1 1 2 EA 1300.00 $ 2,600.00 $ - 200%
- 81 Pipe Foundation Material 4 0 TON 23.00 $ - $ - 00
- 82 Imported Pipe Bedding 5 0 TON 25.00 $ - $ -
- 83 Select Pipe Trench Backfill 10 0 —TON--T— 51500 $ - $ -
SCHEDULE TOTAL $ -
CITY OF AUBURN CO.NO.10-02
CP0921 Bi-Annual Sewer Repair&Replacement
PAY ESTIMATE#5 SCHEDULE D: Roadway Restoration work
ITEM ESTIMATE TOTAL PERIOD UNIT
NO. JITEM DESCRIPTION QUANTITY QUANTITY QUANTITY TYPE UNIT COST TOTAL COST PERIOD COST PERCENT EST.
aTy.
CO3-1 I Remove and Replace Sidewalk 126 131.7 SY 101.66 $
13,388.62 105%
SCHEDULE TOTAL
Period Dates
Begin:Dec.21,2012
End:Jan 20,2013
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CO.NO.10-02 CITY OF AUBURN CP0921,Bi-Annual Sewer Repair&Replacement
Bi Annual Sewer Repair 8i Replacement PROJECT SUMMARY CO.NO.%-02
PAY ESTIMATE#5
Original Contract Contract Change
Amount Orders Total Payment This Period Percent/Contract
SCHEDULE A: Sanitary Sewer Utility Improvements
Contract $ 403,512.00 $ 5,576.00 $ 363,228.38 $ 24,632.94 89%
Sales Tax(+9.5%) $ 38,333.64 $ 529.72 $ 34,506.70 $ 2,340.13
Retainage(5%) $ (18,161.42) $ (1,231.65)
SCHEDULE TOTAL $ 441,845.64 $ 6,105.72 $ 379,573.66 $ 25,741.42
SCHEDULE B: Water Utility Improvements
Contract $ 89,040.00 $ - $ 71,327.80 $ - 80%
Sales Tax(+9.5%) $ 8,458.80 $ - $ 6,776.14 $ -
Retainage(-5 0/6) $ (3,566.39) $
SCHEDULE TOTAL $ 97,498.80 $ - $ 74,537.55 $ -
SCHEDULE C: Storm Utility Improvements
Contract $ 3,415.00 $ - $ 4,040.00 $ - 118%
Sales Tax(+9.5%) $ 324.43 $ - $ 383.80 $ -
Retainage(-5%) $ (202.00) $
SCHEDULE TOTAL $ 3,739.43 $ - $ 4,221.80 $ -
SCHEDULE D: Roadway Restoration work
Contract $ - $ 12,707.50 $ 13,388.62 $ - 1050/9
No Tax Applicable
Retainage(-5%) $ (669.43) $ _
SCHEDULE TOTAL $ - $ 12,707.50 $ 12,719.19 $ -
TOTAL CONTRACT AMOUNT TO DATE (including Sales Tax) $ 493,651.44
TOTAL PAYMENT TO CONTRACTOR $ 471,052.20 $ 25,741.42
PAYMENT DUE CONTRACTOR: $ 25,741.42
Period Dates
Begin: Dec.21.2012
End: Jan.20,2013
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CITY OF AUBURN CO. NO. 10-02
CP0921
PAY ESTIMATE#5&FINAL
CONTRACTOR:
Rodarte Construction
PO Box 1875
Auburn,WA 98071
Phone:253-939-0532
The undersigned has reviewed and approved this final pay estimate. I agree that it is a true and correct statement
showing all monies due me from the City of Auburn under this contract; that I have carefully examined the final pay estimate
estimate and understand it and that I hereby release the City of Auburn from any and all claims of whatsoever
nature which I may have, arising out of this contract,which are not set forth in this estimate.
PAYMENT DUE TO CONTRACTOR= $ 25,741.42
Signatures:
Contractor Date 'Z
Inspector r
Date /—.2, ! �j
Project Manager Date / 3
City Engineer � � S�,e. Date 3 f 3
hAprojlpe1CP0921 PE As 6 of 6 1/28/2013 at 11:06 AM
CITY OFAUBURN,STATE OF WASHINGTON 98001 ACCOUNTS PAYABLE CHECK NO. 420875
' O NT INVOICE U BER",% "DATE " -P.O?NUMBER DESCRIPTION,, DISCOUNT-
10-02/#5 02/20/2093 13-000592 BIANNUAL SEWER REPAIR/REPLACEMENT,e 0.00 25,741.42
i
r ,
r
PLEASE DETACH BEFORE DEPOSITING
o♦ 0 0 0 •o � o 0 0 o o r �
w• ^`i:': KeyBank National Associatlon 1919=10 i
"' VOID•8 MONTHS 1250
_
Auburn.Washington 98001 CLAIMS CHECK AFTER CHECK DATE
ACCOUNTS'PAYABCE CITY Of -- ,. y.*s'' 7.800-kEY2Y0U
CITY OF.AUBURN .:.Y;p..'VENDOR'+ '.'"•_' DATE` �='CHECK= "CWECKrAMOU,NTJy`p¢
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': 25 WESTMAIN;STREET 4Js A1 272630 03%04/2013 420875 ....."25,.741.42
o STATE OF.WASHINGTON 98001
N
PAY Twenty Five Thousand Seven Hundred Forty One Dollars and Forty o Cents
i
TO THE RODARTE CONSTRUCTION.INC
ORDER 17 E. VALLEY HWY EAST Mayor
AUBURN,'WA 98092
OF
`. `;"Finance DireUOr
u®0 4 208 7 5u° i:.1 2 5000.5"7 41: 45` 1431,00321.60