HomeMy WebLinkAboutWWP273627 (4)Check Request for Non Vendor Refund or Reimbursement
This form is to be used only for one time vendors. Please contact Accounts Payable if you have
any questions regarding one time vendors.
Check will be included in the next scheduled A/P check run and mailed after Council approval.
Check Request Info: Date of request:
Oct. 21, 2014
Requestor's name: Requestor's department/division: Requestor's ext. #:
John Hobson Public Works 7279
Payable to:
Norma Crosetto
Mail address for check:
5025 Ripley Lane N, Renton_, WA 98056
Check amount: Account number(s) to charge: Amount per account #:
$1,052.78 426.465485.018.594.35.63.000
Reason for refund or reimbursement:
Reimbursement for repair of the residential driveway gate at 5025 Ripley Ln N as a result of the
City's Misty Cove Lift Station construction.
Check handling request:
Send check to John Hobson for inclusion with letter to Mrs. Crosetto.
*Annroval Sianature:
Reque '16r—s D---en tT6r-e-,(,-t Admi trator,
ivision Diror des(nee:
Signature: '
AK
type name of signer on above line
Date: d �/
The person approving this check request must be an authorized signer.
HAFile Sys\WWP - WasteWater\W WP-273627 Misty Cove Lilt Station\Pay Estimates\Crosetto (late Repair Reimbursement - Check Reyuesi.doc Online Typeable Form, luh. 2007
Automated Equipment Company
DBA Automated Gatcs &'Equipment
Specializing In
Gates and Access Control Systems
10847 E. Marginal Way S.
Seattle. WA98168
(206)767-9080
FAX (206) 767-9077
1-800-338-7649
wwW.aegates.com
Bill To
Norma Crosetto
5025 11 pley Lane North
Renton. WA 98056
Invoice
Date Invoice #�
9/30/2014 205057 J
Ship To -�
Norma Crosetto
5025 Ripley Lane North
Renton. WA 98056
'P'0'.,No.
r ':. _: _.....,.-.,..
Terms
Re P
Shi p
Via
F.O.B.
Project
r,
{ .S04877& 5048
DUE UPON RECEIPT
D13
9/19/2014
ON SI'rE
t
S,
'Quantity
Item Code
Description
Price Each
Amount
Name: Maria - PLEASE CALL TO CONFIRM DA,rF, AND
TIME
Phone: 425-25 1-4000 ext 147
Problem: The,gate.is not closing or opening (currently stuck
open). Believes it could be loops or photo eyes
Problem:They can't program thru the phone, they want to get it
working with the phone like it was.
4.5
39 Reg Svc Labor
Service Labor
115.00
517.50T
8/22 Found the FAAC photo eyes not working, replaced eyes
and working ok. Gate still not working, tried to reset limits and
gate will move a couple of inches then stops, called tech support
and the said to replace the RPM sensor.
9/8 Replaced the RPM sensor, adjusted limits and tested and it's
working properly.
1
FAAC Photo Eyes
FAAC Photo Eye
244.00
244.00T
I
5000.2-COGSE..Q
RPM Sensor for RSL
25.95
25.95T
1.5
39 Reg Svc Labor
Service Labor
115.00
172.50T
9/19 Called back and found the -phone curd plugged into the
li
j
wrong port. Reconnected and tested and it's working. This is
not warranty, different problem.
Fuel Recovery
Fuel Surcharge
1.50
1.501"1
Subtotal
961.45
Renton Sales Tax Group'
91.33
Pay online at:
https://ipn.itituit.com/bfg5w5bz
We appreciate your business!
Please pay from invoice.
Total
1 Late payment will be charged. 1.5% per month at an annual percentage rate of 18%
S 1.05_'.78
(` - s ., - 1, +` . ' 'a •: b 5aS•L`r rn.%r...+i., d . _V s �: `,'.,.:r,1 �.. ,-
Dents L'aw
Mayor , �. o•' r S. S 'i t� ^O
s` -ei tsL n-•,+ e { r.
. r 'J,,issN'Cc=i•�E''P';s�s`'Q`+�,._Ys...r`�'...
P`ublicWorks:0eparem'ent Gre,gg�ZI merman PE,A'dmmistrator ;
i... i r .
'`October31, 2,014
t ms Norma�Gtbsetto <.
5025,R ijp16y Lane;Np fth
:Reriton; WA 98056 ,.
RE REIMBURSEMENT-FOR;ACCESS`GATE;REPAA AT 5025Ali "' Y: LANE NORTH
a
Dear Ms Cros`etto _ ;I
Enclosed please find, a check, 61he,amount of $1 052 78 for the reimbursement of the «'4'
r u X
cost of rep�a r toyour access gate as4a'result4of tihe}City's:=1Vli ty Cove;L'ift Stati aff Pro`jeet r
. -.construction -` =� i •' - - �?• .' - ,•r ,
' _ _ :UVe apologize;for'any inconvenience that this may Faye caused. �lf,you�have any,: ,
z - _
questions, -lease contact me,at`425 43,0` 727;9 or fjy3ema'il,a. jhobson;@ entonwa:gov.-
M. ,
Sincere `, _ ,. to ' . .; , • . __ , ,• ,•
Jo n Hobson
- Wastewater'Utility Projett-Manager
Erielo-sure
H:\File Sys\WWP =• WasteWater, WWP:27-3627 Misty Cove Lift.Station\Pa,y Estimates\Crosetto Letter for Gate
Reirnbirsemerit.doc\JpHtp'
Renton GityHalf • 1055'South Grady Way •Renton, Washington 98057 • rentonwa;gov
PUBLIC WORKS DEPARTMENT p Cityof
M E M O R A N D U M
DATE: October 7, 2014
TO: Natalie Wissbrod, Finance Accounting Assistant
FROM: John Hobson, Wastewater Engineering, x7279 7—
SUBJECT: CAG 13-178, Misty Cove Lift Station Replacement, Gary
Harper Construction, Inc.
Please process the enclosed final -pay estimate for this project. The project was
accepted by City Council at its regular meeting on October 6, 2014.
The.following documents are enclosed:
• Copy of the Agenda Bill for Council acceptance of project and final pay estimate
• Notice of Completion of Public Works Contract
• Original of final pay estimate
• Affidavits of Prevailing Wages Paid
• Statements of Intent to Pay Prevailing Wage
Thank you very much for your help.
Enclosures
H:\File Sys\WWP - WasteWater\WWP-27-3627 Misty Cove Lift Station\Pay Estimates\Finance notice for final
payment Misty Cove Lift Station Replacement.doc\JDHtp
CITY OF RENTON COUNCIL AGENDA BILL
Al #:
Submitting Data: Public Works For Agenda of:
Dept/Div/Board.. Utility Systems Division October 6, 2014
Staff Contact...... John Hobson, Wastewater, x7279 Agenda Status
Consent .............. X
Subject: Public Hearing.`"—"''�u -
Final Pay Estimate CAG 13-178 Correspond nce.. ,)d C. _ aL
Misty Cove Lift Station Replacement Ordinance.......... ME `�� !T AUD
ATE
Contractor: Gary Harper Construction, Inc. Resolution.. __ r
Old Busines ....., _.,_
Exhibits: New Busine.
Final Pay Estimate Study Sessi n i.
Notice Of Completion of Public Works Contract Information......... �� I
Recommended Action: Approvals:
Council Concur Legal Dept.........
Finance Dept......
Other ...............
Fiscal Impact:
Expenditure Required... $24,692.25 (Final Pay Est.) Transfer/Amendment.......
Amount Budgeted....... $30,000 Revenue Generated.........
Total Project Budget $1,200,000 City Share Total Project..
SUMMARY OF ACTION:
The project was awarded on November 4, 2013, construction began on February 6, 2014, and
was completed on September 24, 2014. The original contract amount was $820,877.70 and the
final amount is $859,339.02, an increase of $38,461.32, or about 4.7%. The cost increase was
due to additional shoring and dewatering work needed, repair of a mis-marked sewer main that
was damaged during excavation and additional work to locate the existing Misty Cove
Condominium's sewer force main for decommissioning. The final cost was within the amount
budgeted for the project.
The approved 2013/2014 budget for the Misty Cove Lift Station Replacement is $1,200,000. The
amount budgeted for this project is enough to cover the construction costs of this project.
STAFF RECOMMENDATION:
Accept the project, approve the final pay estimate in the amount of $24,692.25, and release the
retainage in the amount of $39,239.23 after 60 days, subject to the receipt of all required
authorizations.
H:\File Sys\WWP - Waste Water\WWP-27-3627 Misty Cove Lift Station\Pay Estimates\Agenda Bill Final Pay Misty Cove Lift Station
Replacement.doc\JDHtp
CITY OF RENTON COUNCIL AGENDA BILL
Al #:
Submitting Data: Public Works
For Agenda of:
Dept/Div/Board.. Utility Systems Division
October 6, 2014
Agenda Status
Staff Contact...... John Hobson, Wastewater, x7279
Consent .............. X
Public Hearing..
Subject:
Final Pay Estimate CAG 13-178
Correspondence..
Misty Cove Lift Station Replacement
Ordinance .............
Contractor: Gary Harper Construction, Inc.
Resolution............
Old Business........
New Business.......
Exhibits:'
Final Pay Estimate
Study Sessions......
Notice Of Completion of Public Works Contract
Information.........
Recommended Action:
Approvals:
Council Concur
Legal Dept.........
Finance Dept......
Other ...............
Fiscal Impact:
Expenditure Required... $24,692.25 (Final Pay Est.) Transfer/Amendment.......
Amount Budgeted....... $30,000 Revenue Generated.........
Total Project Budget $1,200,000 City Share Total Project..
SUMMARY OF ACTION:
The project was awarded on November 4, 2013, construction began on February 6, 2014, and
was completed on September 24, 2014. The original contract amount was $820,877.70 and the
final amount is $859,339.02, an increase of $38,461.32, or about 4.7%. The cost increase was
due to additional shoring and dewatering work needed, repair of a mis-marked sewer main that
was damaged during excavation and additional work to locate the existing Misty Cove
Condominium's sewer force main for decommissioning. The final cost was within the amount
budgeted for the project.
The approved 2013/2014 budget for the Misty Cove Lift Station Replacement is $1,200,000. The
amount budgeted for this project is enough to cover the construction costs of this project.
STAFF RECOMMENDATION:
Accept the project, approve the final pay estimate in the amount of $24,692.25, and release the
retainage in the amount of $39,239.23 after 60 days, subject to the receipt of all required
authorizations.
H:\File Sys\WWP - WasteWater\WWP-27-3627 Misty Cove Lift Station\Pay Estimates\Agenda Bill Final Pay Misty Cove Lift Station
Replacement. doc\JDHtp
TO: FINANCE DIRECTOR
FROM: PUBLIC WORKS ADMINISTRATOR
CONTRACTOR: Gary Harper Construction
CONTRACT NO. CAG-13-178 PO# 18/0001884 ESTIMATE NO. 7 (FINAL)
PROJECT: Misty Cove Lift Station Replacement
1. CONTRACTOR EARNINGS THIS ESTIMATE
-Z SALES TAX @ 9.50%
3. TOTAL CONTRACT AMOUNT THIS ESTIMATE
$22,550.00
$2,142.25
4. EARNINGS PREVIOUSLY PAID CONTRACTOR $724,122.76
5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $21,422.50
6. SUBTOTAL - CONTRACTOR PAYMENTS
7. RETAINAGE ON PREVIOUS EARNINGS $38,111.73
8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $1,127.50
9. SUBTOTAL - RETAINAGE
10. SALES TAX PREVIOUSLY PAID $72,412.28
11. SALES TAX DUE THIS ESTIMATE $2,142.25
12. SUBTOTAL - SALES TAX
* (95% x LINE 1)
** (RETAINAGE: 5%) GRAND TOTAL:
FINANCE DEPARTMENT ACTION:
PAYMENT TO CONTRACTOR (Lines 5 and 11):
ACCOUNT # 426.465485.018.594.35.63.000
RETAINED AMOUNT (Line 8):
ACCOUNT # 426.465485.018.594.35.63.000
CHARTER 116, LAWS OF 1965
CITY OF RENTON CERTIFICATION
$23,564.75 # 7 (FINAL)
$1,127.50 # 7 (FINAL)
TOTAL THIS ESTIMATE:
I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF
PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE
SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED
HEREIN, AND THAT THE CLAIM IS A JUST, DUE AND UNPAID
OBLIGATION AGAINST THE CITY OF RENTON, AND THAT I AM -
AUTHORIZED TO AUTHENTICATE AND CERTI Y TO SAID IM
Signed:, %`�ilU'll�l
$24,692.25
$745,545.26
$39,239.23
$74,554.53
$859,339.02
$23,564.75
'$1,127.50
$24,692.25
Printed On: 09/23/2014 City of Renton Public Works Department Page 1
Printed On: 09/23/2014 City of Renton Public Works Department Page,1
Project: Misty Cove Lift Station Replacement
Contractor: Gary Harper Construction
Item Description
No.
Contract Number:
Pay Estimate 7 (FINAL) Closing Date:
Unit Est. Unit Previous Previous
Quantity Price Quantity Amount
Schedule A
001.
Mobilization, Demobilization, Site Preparation & Clean-up
Lump Sum
1
$45.100.00
002.
Temporary Erosion and Sedimentation Control
Lump Sum
1
$3,700.00
003.
Traffic Control
Lump Sum
1
$1,300.00
004.
Temporary Bypass Pumping System
Lump Sum
1
$24,500.00
005.
Site Work and Utilities
Lump Sum
1
$78,900.00
006.
Trenchless Gravity Sewer
Lump Sum
1
$120,500.00
007.
Unscheduled Excavation
Cubic Yard
50
$39.00
008.
Unscheduled Structural Backfill
Cubic Yard
50
$26.00
009.
Trench Safety and Shoring
Lump Sum
1
$119,900.00
010.
Dewatering
Lump Sum
1
$48,100.00
011.
Asphalt Pavement
Ton
70
$233.00
012.
Existing Lift Station Conversion
Lump Sum
1
$13,200.00
013.
Lift Station Structural
Lump Sum
1
$39,800.00
014.
Electrical Building Structural
Lump Sum
1
$40,600.00
015.
Misty Cove Lift Station Pumps and Motors
Lump Sum
1
$37,800.00
016.
Devil's Elbow Lift Station Pump and Motor
Lump Sum
1
$24,200.00
017.
Mechanical
Lump Sum
1
$30,000.00
018.
Electrical
Lump Sum
1
$75,300.00
019.
Finishes
Lump Sum
1
$19,700.00
020.
O&M Manuals and On -site Owner Training
Lump Sum
1
$2,500.00
021,
Construction Records
Lump Sum
1
$5,000.00
022.
C.O. #1
Lump Sum
1 -
$8,439.57
000.
C.O. #2
Lump Sum
1
$1B,552.94
Subtotal
9.5 % Sales Tax
Total
CAG-13.17E
09/24/2014
This This Total Total
Quantity Amount Quantity Amour
0.50
$22,550.00
0,50 $22.550.00
1.00
$45,100.00
1.00
$3,700.00
$0.00
1.00
$3,700.00
1.00
$1,300.00
$0.00
1.00
$1,300.00
1.00
$24,500.00
$0.00
1.00
$24,500.00
1.00
$78.900.00
$0.00
1.OD
$78,900.00
1.00
$120,500.00
$0.00
1.00
$120,500.00
10.00
$390.00
$0.00
10.00
$390.00
10.00
$260.00
$0.00
10.00
$260.00
1.00
$119,900.00
$0.00
1.00
$119,900.00
1.00
$48.100.00
$0.00
1.00
$48,100.00
116.06
$27,041.98
$0.00
116.06
$27,041.98
1.00
$13,200.00
$0.00
1.00
$13,200.00
1.00
$39.800.00
$0.00
1.00
$39,800.00
1.00
$40,600.00
$0.00
1.00
$40,600.00
1.00
$37,800.00
$0.00
1.00
$37,800.00
1.00
$24,200.00
$0.00
1.00
$24,200.00
1.00
$30,000.00
$0.00
1.00
$30,000.00
1.00
$75,300.00
$0.00
1.00
$75,300.00
1.00
$19,700.00
$0.00
1.00
$19,700.00
1.00
$2,500.00
$0.00
1.00
$2,500.00
1.00
$5,000.00
.$0.00
1.00
$5.000.00
1.00
$8,439.57
$0.00
1.00
$8,439.57
1.00
$18,552.94
$0.00
1.00
$18,552.94
$762,234.49 $22,550.00 $784,784.49
$72,412.28 $2,142.25 $74,554.53
$834,646.77 $24,692.25 $859,339.02
9It4/r 4-
Hu5
NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT
City of Renton
1055 South Grady Way
Renton, WA 98057
UBI Number: 177000094
Contractor's UBI Number: 601606620
Date: 10/06/2014
Assigned to:
Date Assigned:
Notice is herehv given relative to the completion of contract or nroiect described below
Project Name
Contract Number
Job Order Contracting
Misty Cove Lift Station Replacement
CAG-13-178
❑ Yes 0 No
Description of Work Done/Include Jobsite Address(es)
Construction of a new sewage lift station and control building and abandonment of an existing sewage lift station.
Federally funded road transportation project? ❑ Yes
No
Contractor's Name
Telephone Number
Affidavit ID*
Gary Harper Construction, Inc.
1360-863-1955
530784
Contractor Address
14831 223rd St. SE, Snohomish, WA 98296-3989
If Retainage is Bonded, List Surety's Name (or attach a copy)
N/A
Surety Agent's Address
Date Contract Awarded
Date Work Commenced
Date Work Completed
Date Work Accepted
November 4, 2013
February 6, 2014 1
September 24, 2014
October 6, 2014
Contract Amount $
Additions ( +) $
Reductions (-) $
Sub -Total $
Amount of Sales Tax Paid at 9.500%
749,660.00
35,124.49
784,784.49
Liquidated Damages $
Amount Disbursed $
Amount Retained $
(If various rates apply, please send a breakdown) $ 74,554.53
TOTAL $ 859,339.02
NOTE: These two totals must be equal
Please List all Subcontractors and Sub -tiers Below:
820,099.79
39,239.23
TOTAL $ 859,339.02
Subcontractor's Name:
UBI Number: (Required)
Affidavit ID*
Designed Groundwater Sery LLC
602911176
509252
Star Roofing & Construction, Inc.
602116852
524648
Holt Services
602690511
507848
WCCL Systems LLC
603278120
514250
Bravo Environmental NW, Inc.
602946216
530684
Advanced Power LLC
602633757
531530
Armadillo Boring, Inc.
603219061
504562
Johnston Construction Co., Inc.
278046559
514309
F215-038-000 07-2012
REV 31 0020e (07/06/12)
Continued on page 2
Please List all Subcontractors and Sub -tiers Below:
Subcontractor's Name:
UBI Number: (Required)
Affidavit ID*
Lakeridge Paving Co. LLC
601592135
517797
Cascade Drilling. L.P.
602948556
503987
Downing Diversified LLC
603191871
502459
Tacoma Pump & Drilling Co., Inc.
278039649
509110
Miles Sand & Gravel Company
171004760
531454
Sparrow Fence LLC
603238344
523403
Cadman Inc.
176000099
Ct'--c ,�.. ..� r r .r' - { �'. S y: ..•, -7 r : S
omments , w X.. Le h r; ,u 4 L l Y
.fir -.: � :y t,s 'f�'
' ar - x' aM1 7 q r... - s
J r f kh PK i ; fK k 3�
Contact Name: Natalie Wissbrod
Title: Accounting Assistant
Email Address: nwissbrod@rentonwa.gov Phone Number: 425-430-6919
NO PAYMENT SHALL BE MADE FROM RETAINED FUNDS until receipt of all release certificates.
Affidavit ID* - Provide known ones at this time. No LNI release will be granted until all affidavits are completed.
Submitting Form: Please submit the completed form to all three agencies below. For a faster response, please submit by e-mail.
Washington State
epartment of Revenue
ublic Works Section
PO Box 47474
Olympia WA 98504-7474
(360) 725-7588
FAX (360) 664-4159
PWC@dor.wa.gov
Vashington State
lepartment of Labor and Industries
:ontract Release
'O Box 44274
Olympia, WA 98504-4272
(360) 902-5772
FAX (360) 902-6897
ContractRelease@lni.wa.gov
B `"/ashington State
mployment Security Department
egistration, Inquiry, Standards &
-;oordination Unit
PO Box 9046
Olympia WA98507-9046
(360) 902-9450
Fax (360) 902-9287
publicworks@esd.wa.gov
For tax assistance or to request this document in an alternate format, visit http://dor.wa.gov or call 1-800-647-7706.
Teletype (TTY) users may call (360) 705-6718.
F215-038-000 07-2012
REV 31 0020e (07/06/12)
Gary Harper Construction, Inc. Pay Request. No. 6 Misty Cove Lift Station Replacement
14831 223rd St SE, Snohomish, WA 98296 07/08/14 - 09/09/14 City of Renton Project #WWP-27-3678
Ph: (360) 863-1955, Fax: (360) 863-1966
Bid
No.
Bid Item
Unit
Price
Qty
Amount
as Bid
Current Completion
Amount %
Previous Completion
Amount %
Total Completion
Amount %
Balance to Complete
Amount %
1
Mob, demob, site prep & clean up
LS
45,100.00
22,550.00
50%
22,550.00
50%
45,100.00
100%
-
0%
2
Temporary erosion & sediment
control
LS
1 3,700.00
0%
3,700.00
100%
3,700.00
10.0%
-
0%
3
Traffic Control
LS
1,300.00
0%
1,300.00
100%
1,300.00
100%
-
0%
4
Temorary bypass pumping system
LS
24,500.00
24,500.00
.100%
0%
24,500.00
100%
-
0%
5
Site work & utilities
LS
78,900.00
0%
78,900,00
100%
78,900.00
100%
-
0%
6
Trenchless gravity sewer
LS
120,500.00
0%
120,500.00
100%
120,500.00
100%
-
0%
7
Unscheduled excavation
39.00
50 CY
1,950.00
CY
390.00
10CY
390.00
10 CY
1,560.00
40 CY
8
Unscheduled structural backfill
26.00
50 CY
1,300.00
CY
260.00
10 CY
260.00
10 CY
1,040.00
40 CY
9
Trench safety & shoring
LS
119,900.00
0%
119,900.00
100%
119,900.00
100%
-
0%
10
Dewatering
LS
48,100.00
0%
48,100.00
100%
48,100.00
100%
-
0%
11
Asphalt pavement
233.00
70Ton
16,310.00
27,041.98
116.06TN
27,041.98
116.06TN
(10,731.98)
-66%
12
Existing Lift Station conversion
LS
13,200.00
13,200.00
100%
0%
13,200.00
100%
-
0%
13
Lift Station structural
LS
39,800.00
0%
39,800.00
100%
39,800.00
100%
-
0%
14
Electrical building structural
LS
40,600.00
0%
40,600.00
100%
40,600.00
100%
-
0%
15
Misty Cove Lift Station pumps &
motors
LS
37,800.00
1,134.00
3%
36,666.00
97%
37,800.00
100%
-
0%
16
Devils Elbow Lift Station pump &
motor
LS
24,200.00
0%
24,200.00
100%
24,200.00
100%
-
0%
17
Mechanical
LS
30,000.00
0%
30,000.00
100%
30,000.00
100%
-
0%
18
Electrical
LS
75,300.00
2,259.00
11%
73,041.00
97%
75,300.00
100%
-
0%
19
Finishes
LS
19,700.00
0%
19,700.00
100%
19,700:00
100%
-
0%
20
O&M manuals and on -site owner
training
LS
2,500.00
2,500.00
100%
1
0%
2,500.00
100%.
-
0%
21
Construction records
LS
5,000.00
2,500.00
50%
2,500.00
50%
5,000.00
100%
-
0%
22
Change Order No. 1
LS
8,439.57
0%
8,439.57
100%
8,439.57
100%
0%
23
Change Order No. 2
LS
18,552.94
0%
18,552.94
100%.
18,552.94
100%
0%
Totals
$ 776,652.51
$ 68,643.00
9%
$ 716,141.49
92%
$ 784,784.49
101%
$ (8,131.98)
-1%
WSST 9.5%
6,521.09
1 68,033.44
74,554.53
Less 5% Retention
(3,432.15)
(35,807.07)
(39,239.22)
Less Previous Payments
(748,367.86)
(748,367.86)
Amount Due:
$ 71,731.94
$ (0.00)
$ 71,731.93
Advanced Power LLC
PO Box 13705
Mill Creek, WA 99082
Bill To
Gary Harper Construction Inc
14831 223rd St SE
Snohomish WA 98296-3989
Invoice
Date
Invoice #
9/9/2014
25250
T
P.O. No.
Terms
Project
1319-03
Nct 30
1319-Misty Cove Lir...
Description
Est Amt
Prior Amt
Prior %
Curr %
Total %
Amount
MISTY COVE LIFT STATION
REPLACEMENT
ELECTRICAL PANELS
21,325.00
21,324.22
100.00%
0.00%
100.00%
0.78
LIGI•ITING
3,200.00
3,200,00
100.00%
0.00%
100.00%
0.00
UNDERGROUND ELECTRICAL &
11,395.00
11,395.00
100.00%
0.00%
100.00%
0.00
VAULTS
PUMP STATION ELECTRICAL
31,902.00
30,306.90
95.00%
5.00%
100.00%
1,595.10
INSTRUMENTATION
4,000.00
3,200.00
80.00%
20.00%
100.00%
800.00
Credit - Electrical Vault
-964.00
-964.00
100.00%
0.00%
100.00%
0.00
Total $2,395.88
Gary Harper Construction, Inc.
14831223rd St SE, Snohomish, WA 98296
Ph: (360) 863-1955, Fax: (360) 863-1966
Pay Request No. 5
06 /07/14 - 07/07/14
Misty Cove Lift Station Replacement-
City of Renton Project #WWP-27-3678
Bid
No.
Bid Item
Unit
Price
Qty
Amount
as Bid
Current Completion
Amount %
Previous Completion
Amount %
Total Completion
Amount %
Balance to Complete
Amount
1
Mob, demob, site prep & clean up
LS
45,100.00
0%
22,550.00
50%
22,550.00
50%
22,550.00
50%
2
Temporary erosion & sediment
control
LS
3,700.00
0%
3,700.00
100%
3,700.00
100%
-
0%
3
Traffic Control
LS
1,300.00
0%
1,300.00
.100%1
1,300.00
100%
-
0%
4
Temorary bypass pumping system
LS
24,500.00
0%
0%
-
0%
24,500.00
100%
5
Site work & utilities
LS
78,900.00
✓ 1,578.00
2%
77,322.00
98%
78,900.00
100%
-
0%
6
Trenchless gravity sewer
LS
120,500.00
0%
120,500.00
100%
120,500.00
100%
-
0%
7
Unscheduled excavation
39.00
50 CY
1,950.00
CY
390.00
10CY
390.00
10 CY
1,560.00
40 CY
8
Unscheduled structural backfill
26.00
50 CY
1,300.00
CY
260.00
10 CY
260.00
10 CY
1,040.00
40 CY
9
Trench safety & shoring
LS
119,900.00
0%
119,900.00
100%
119,900.00
100%
-
0%
10
Dewatering
LS
48,100.00
0%
48,100.00
100%
48,100.00
100%
-
0%
11
Asphalt pavement
233.00
70 Ton
16,310.00
r27,041.98
116.06 TN
0%
27,041.98
116.06 TN
(10,731.98)
-66%
12
Existing Lift Station conversion
LS
13,200.00
0%
0%
-
0%
13,200.00
100%
13
Lift Station structural
LS
39,800.00
0%
1 39,800.00
100%
39,800.00
100%
-
0%
14
Electrical building structural
LS
40,600.00
0%
40,600.00
100%
40,600.00
100%
-
0%
15
Misty Cove Lift Station pumps &
motors
LS
37,800.00
0%
36,666.00
97%
36,666.00
97%
1,134.00
3%
16
Devils Elbow Lift Station pump &
motor
LS
24,200.00
3,388.00
14% 11
20,812.00
86%
1 24,200.00
100%
-
0%
17
Mechanical
LS
30,000.00
0%
1 30,000.00
100%1
30,000.00
100%
-
0%
18
Electrical
LS
75,300.00
✓ 8,283.00
11%
64,758.00
86%
73,041.00
97%
2,259.00
3%
19
Finishes
LS
19,700.00
0%
19,700.00
100%
19,700.00
100%
-
0%
20
O&M manuals and on -site owner
training
LS
2,500.00
0%
0%
-
0%
2,500.00
100%
21
Construction records
LS
5,000.00
,. 2,500.00
50%
0%
2,500.00
50%
2,500.00
50%
22
Change Order No. 1
LS
8,439.57
0%
8,439.57
100%
8,439.57
100%
0%
23
Change Order No. 2
LS
18,552.94
18,552.94
100%
18,552.94
100%
0%
Totals
$ 776,652.51
$ 61,343.92
8%
$ 654,797.57
84%
$ 716,141.49
92%
$ 60,511.02
8%
WSST 9.5%
1
5,827.67
62,205.77
68,033.44
11
Less 5% Retention
(3,067.20)
(32,739.88)
1 (35,807.07)
Less Previous Payments
(684,263.46)
(684,263.46)
Amount Due:
$ 64,104.40
$ 0.00
$ 64,104.40
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Advanced Power LLC
PO Box ] 3705
Mill Creek, WA 98082
Bill To
Gary Harper Construction Inc
14831 223rd St SE
Snohomish OVA 98296-3989
Invoice
Date
Invoice #
7/3/2014
25238
P.O. No.
Terms
Project
1319-04
Net 30
1319-Misty Cove Lir...
Description
Est Amt
Prior Amt
Prior %
Curr %
Total %
Amount
MISTY COVE LIFT STATION
REPLACEMENT
ELECTRICAL PANELS
21,325.00
21,027.80
98.61%
1.39%
100.00%
296.42
LIGHTFNG
UNDERGROUND ELECTRICAL &
3,200.00
11,395.00
2,880.00
11,395.00
90.00%
100.00%
10.00%
0.00%
100.00%
100.00%
320.00
0.00
VAULTS
PUMP STATION ELECTRICAL
31,902.00
25,521.60
80.00%
15.00%
95.00%
4,785.30
INSTRUMENTATION
4,000.00
3,200.00
80.00%
0.00%
80.00%
0.00
Credit - Electrical Vnult
-964.00
100.00%
100.00%
-964.00
Total $4,,t37.72
Gary Harper Construction, Inc. Pay Request No. 4 Misty Cove Lift Station ReplacemE
14831223rd St SE, Snohomish, WA 98296 05/08/14 - 06/06/14 City of Renton Project #fWWP-27-36W
Ph: (360) 863-1955, Fax: (360) 863-1966
Bid
No.
Bid Item
Unit
Price
Qty
Amount
as Bid
Current Completion
Amount %
Previous Completion
Amount %
Total Completion
Amount %
Balance to Complete
Amount %
1
Mob, demob, site prep & clean up
LS
45,100.00
11,275.00
25%
22,550.00
50%
33,825.00
75%
11,275.00
25%
2
Temporary erosion & sediment
control
LS
1 3,700.00
370.00
10% 11
3,330.00
90% 11
3,700.00
100%
-
0%
3
Traffic Control
LS
1,300.00
0%
1,300.00
100%
1,300.00
100%
-
0%
4
Temorary bypass pumping system
LS
24,500.00
0%
0%
-
0%
24,500.00
100%
5
Site work & utilities
LS
78,900.00
6,312.00
8%
71,010.00
90%
77,322.00
98%
1,578.00
2%
6
Trenchless gravity sewer
LS
120,500.00
0%
120,500.00
100%
120,500.00
100%
-
0%
7
Unscheduled excavation
39.00
50 CY
1,950.00
CY
390.00
10CY
390.00
10 CY
1,560.00
40 CY
8
Unscheduled structural backfill
26.00
50 CY
1,300.00
CY
260.00
10 CY
260.00
10 CY
1,040.00
40 CY
9
Trench safety & shoring
LS
119,900.00
2,398.00
2%
117,502.00
98%
119,900.00
100%
-
0%
10
Dewatering
LS
48,100.00
0%
48,100.00
100%
48,100.00
100%
-
0%
11
Asphalt pavement
233.00
70 Ton
16,310.00
0%
0%
-
0%
16,310.00
100%
12
Existing Lift Station conversion
LS
13,200.00
000
0%
-
0%
13,200.00
100%
13
Lift Station structural
LS
39,800.00
0%
39,800.00
100%
39,800.00
100%
-
0%
14
Electrical building structural
LS
40,600.00
20,300.00
50%
20,300.00
50%
40,600.00
100%
-
0%
15
Misty Cove Lift Station pumps &
motors
LS
37,800.00
756.00
2%
35,910.00
95%
36,666.00
97%
1,134.00
3%
16
Devils Elbow Lift Station pump &
motor
LS
24,200.00
0%
20,812.00
86%
20,812.00
86%
3,388.00
14%
17
Mechanical
LS
30,000.00
0%
30,000.00
100%
30,000.00
100%
-
0%
18
Electrical
LS
75,300.00
30,873.00
41%
33,885.00
45%
64,758.00
86%
10,542.00
14%
19
Finishes
LS
19,700.00
2,955.00
15%
16,745.00
85%
19,700.00
100%
-
0%
20
O&M manuals and on -site owner
training
LS
2,500.00
0%
0%
-
0%
2,500.00
100%
21
Construction records
LS
5,000.00
0%
0%
-
0%
5,000.00
100%
22
Change Order No. 1
LS
8,439.57
0%
8,439.57
100%
8,439.57
100%
0%
Totals
$ 758,099.57
$ 75,239.00
10%
$ 590,833.57
78%
$ 666,072.57
88%
$ 92,027.00
12%
WSST 9.5%
7,147.71
56,129.19
63,276.89
Less 5% Retention
(3,761.95)
(29,541.68)
(33,303.63)
Less Previous Payments
(617,421.08)
(617,421.08)
Amount Due:
$ 78,624.76
$ 0.00
$ 78,624.76
Gary Harper Construction, Inc.
14831 223rd St. SE
Snohomish, WA 98296-3989
Invoice
Date
Invoice #
5/19/14 114-131
Terms
Project
Misty Cove Li£..
Item
Description
Amount
Masonry
Re: Misty Cove Lift Station
7,650.00
Renton, WA
Contract Amount $7,650.00
May Progress 100% Complete ...............$7,650.00
Less 5% Retention .................................... 382.50
Total Due...............................................$7,267.50
Sales Tax
0.00
Total $7,650.00
4527 Orchard Street South • Tacoma, Washington 98466-6621 • Phone (253) 473-3997 • Fax (253) 473-0140
5/20/2014
JOHNSTON CONSTRUCTION COMPANY
SCHEDULE OF VALUES
DATE:! 5/20/14 1
JOB #r 510
�Misty Cove
MONTH: 1 5/20/141
DESCRIPTION OF WORK AND
MATERIALS
TOTAL
VALUE
QTY OR %
COMPLETE
VALUE
COMPLETE
PREVIOUSL
Y BILLED
AMOUNT
REQUESTED
COST TO
COMPLETE
RETAINAGE
5%
1
CMU Building
7,650
100.00%
7,650
0
7,650
0
383
2
0,00%
0
0
0
0
0
3
0.00%
0
0
0
0
0
4
0.00%
0
0
0
0
5
0.00%
0
0
—0
0
0
6
0.00%
0
0
—0
0
0
0
0.00%1
01
01
0
0
0
Original Contract Totals
7,650
1 7,6501
01
7,650
0
382.5
CHANGE ORDERS
I
Change Order# I -
0.00%
0.00
0.00
0.00
0.00
0
2
Change Order# I -
0.00%
0.00
0.00
0.00
0
3
Change Order #3 -
0.00%
.0.00
0.00
0.00
0.00
0.00
0
lChange
order Totals
5751
0.00
0.00
0.00
0.00-
0
�TOTA70NTRACT
7,650.001
100.00%1
7,650.001
0.001
7,650.001
0.001
3E10
Page 1
Star Roofing & Construction, Inc.
16912 9th AVE SE
Mill Creek, WA 98012
Bill To:
Gary Harper Construction Inc.
14831 223rd ST SE
Snohomish WA 98296-3989
Phone:
Email:
Project:
Misty Cove Lift Station
5027 Ripley Lane
Renton WA 98056
PO#/Job Info:
Invoice
Date Invoice #
6/4/14 37779
Terms
Rep
Quantity
Item Code
Description
Price Each
Amount
Metal Roofing
24GA. CB-SL2-1750 Metal Roof for Electrical Building
4.036.00
4,036,OOT
Subtotal
$4,036.00
Sales Tax (0.0%)
$0.00
Pmts./Credits
S0.00
Phone #
(425) 290-7827
Fax #
(360) 568-7433
Web Site
�wwv.starroofinggroup.com
Balance Due $4,036.00
Advanced Power LLC
PO Box 13705
Mill Creek, WA 98082
Gary Harper Construction Inc
1,1831 223rd St SE
Snohomish WA 98296-3989
Invoice
Date
Invoice #
6/4/2014
25231
P.O. No.
Terms
Project
1319-03
Net 30
1319-Misty Cove Lif...
Description
Est Amt
Prior Amt
Prior %
Curr %
Total %
Amount
MISTY COVE LIFT STATION
REPLACEMENT
ELECTRICAL PANELS
21,325.00
21,027.80
98.61°/,
0.00%
98.61%
0.00
LIGHTING
3,200.00
90.00%
90.00%
2,880.00
UNDERGROUND ELECTRICAL &
11,395.00 .
11,395.00
100.00%
0.00%
100.00%
0.00
VAULTS
PUMP STATION ELECTRICAL
31,902.00
80.00%
80.00%
25,521.60
INSTRUMENTATION
4,000.00
90.00%
80.00%
3,200.00
Total S31,601.60
WCCL Systems LLC
Invoice
3407 N 24th Street
Tacoma, WA 98406
253-606-4964
wcclsa stoma@ontl ookcom
Phone#A 253-606A964
wcclsystems@ou t]ookcom
Bill To
Gary Harper Construction, Inc
14831 223rd St SE
Snohomish, WA 98296-3989
360-863-1955
,Date'.
in'voice i
5/7/2014
208
I x LP:O No; rl a,T ;i �,I �,Proect
Net 30
Quantity Desenpnonc , t} I r �r Rate' ' Amount
Coat 48" manhole with Wasser Aero Shield for Misty Cove Lift Station/Renton, WA 0.00 0.00
Labor and Materials as bid 475.00 475.00
Thank you for your business. I
Total $475.00
May 16, 2014 Public Works Department - Gregg Zimmerman, P. E., Administrator
Mr. Gary Harper
Gary Harper Construction, Inc.
14831 223`d Street SE
Snohomish, WA 98296-3989
RE: Change Order Proposal No. 8 — Misty Cove Lift Station Replacement
Request to Resubmit
Dear Mr. Harper:
This letter is in response to your proposed change order No. 8.
The dewatering plan (designed by Jacobs Associates) that you submitted for the project showed that
you were planning to use four (4) wells for dewatering purposes. The "Closure" section of the plan also
stated that "Some water in the excavation may require additional sumping from inside".
While installing the fourth dewatering well, your subcontractor unintentionally damaged the City's mis-
located 12" diameter sanitary sewer. Due to the sewer's location, this fourth well could not be
completed. Your company made the decision to work with the three successfully installed wells and not
install a fourth operational well.
Bid Item No, 10 (Dewatering) of the technical specifications is a lump sum price that covers all plans,
material, labor and equipment for dewatering. This bid item has been paid in full for dewatering system
completed.
Your proposed change order no. 8 states that it cost your company extra time and money because the
excavation had additional water to deal with due to the missing fourth well however, the amount of
your proposed change order no. 8 appears to be based on your subcontractor's cost to install the fourth
well and not on the extra time and cost that was incurred during the installation of the wetwell.
You may resubmit your proposal with documentation showing the extra costs that were incurred during
the installation of the wetwell for our review however, as currently submitted, the City has to reject
your change order proposal No. 8.
Sincef4y, 117
Jhn Hobson
Wastewater Utility
H:\File Sys\WWP - Waste Water\WWP-27-3627 Misty Cove Lift Station\Pay Estimates\Change Orders\Gary Harper Construction
CO 8 - City of Renton Response.doc/1Had
Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov
GARY HARPER CONSTRUCTION INC.
14831 223rd Street SE Snohomish, WA 98296-3989
(360) 863-1955 Fax (360) 863-1966
May 12, 2014
City of Renton
Attn: John Hobson
1055 S Grady Way
Renton, WA 98057
Re: Misty Cove Lift Station Replacement, Project #WWP-27-3678
Change Order No. 8
Extra cost to GHC for the City's existing sewer line being mismarked.
GHC had a 4th dewatering well per plans. We were not able to complete the dewatering well due to the fact
that the drilling company drilled through the existing sewer line. We then had to repair the sewer line. GHC
was compensated for the repair of the sewer line, but not for the loss of the well. GHC had a rented
Kamatsu 450 and Slide Rail Shoring on site already when the 4th well was being drilled. We did not attempt to
drill another well due to the fact that we were already behind schedule. GHC did not get compensated from
the dewatering subcontractor. We also had additional water coming into our excavation from not having the
4th dewatering well which cost GHC time and money to deal with. GHC is asking for the amount Designed
Groundwater has estimated money lost on the well, which is $6000.00.
Gary Harper
From: Steve Fors <steve@designedgroundwater.com>
Sent: Wednesday, May 07, 2014 6:41 AM
To: Gary Harper
Subject: 4th Well at Misty Cove
Gary,
After reviewing the costs of the deep wells at Misty Cove I have determined that just our costs (no Labor) would be
$6,000.00 (No mark up WSDOT). .
If I were you I would submit this cost for the missing well to the city with WSDOT Mark up, Labor and the costs it may
have caused Gary Harper Construction.
Thank You
Steve Fors
Owner/Manager/Estimator
Designed Groundwater Services, LLC (DGS)
The information and data in this email may be proprietary, confidential or privileged and is intended for the sole use and benefit
of the named addressee(s). You are hereby notified that any review, use, copying or dissemination of the contents of this email is
strictly prohibited. If you have received this email in error please permanently delete it and destroy all copies. Thank you.
Engineers/Consultants
To: Steve Fors / DGS
From: Frank Pita, PE, LHG
31Jan14
#JA 4222.47
RE: Limited Dewatering Hydrogeologic & Engineering Design / Plan for the
Misty Cove Lift Station Replacement, Renton, Washington
Background & Summary of Available Data
At the request of Steve Fors, JA visited BXWA internet site to review the available
contract data and was also provided project specific data from the Gary Harper contractor
organization as follows:
o Engineering Geology Report by RH2 Engineering, Inc. (REN 112.047.01.101);
o Misty Cove Lift Station Replacement plans & specifications; and
o D.P. Nicoli Slide Rail System drawings.
The lift station's designed base is 34 feet below the ground surface, so the depth of the
excavation will be approximately 35 feet.
Boring MW-1 by RH2 is adjacent to the lift station location. The boring was advanced to
a depth of 46.5 feet•below surface, and it indicates the following:
u The water table in the monitoring well casing is at 9 feet below the surface.
The boring indicates;
o ML-CL exists from approximately 1.5 to approximately 20 feet,
o ML from 20 to 25 feet, and
o SM from approximately 25 feet to 46.5 feet in depth (this unit is
alternating layers of silty SAND to sandy SILT).
The above data indicates that the upper 25 feet of fine material will not yield much water
but from 25 feet to the bottom of the excavation, groundwater requiring control is
present. RH2's staff performed a limited pump test on MW-1 finding that a constant
pumping rate of 2 gallons per minute (gpm) for 15 minutes would lower the static water
level by 20.5 feet (29.5 feet below the surface). Through the grain size data of the SM
layer, the RH2 staff concluded that the hydraulic conductivity ranged from 0.0001 to
0.001 centimeter per second (cm/sec). These values correlate with those of Freeze &
Cherry, 1979 so JA agrees with these findings.
Analyses / Data Evaluation
In general, JA is recommending deep wells since discussions with the contractor have
indicated that there will not be enough room to construct staged vacuum wells within the
1109 First Avenue, Suite 501, Seattle, Washington 98101 Phone: (206) 588.8200 Fax: (206) 588.8201
shoring box as it is being excavated. Also, because of the fine grained nature of the
material, JA feels the drawdown curves will be steep so therefore several, not overly
large diameter deep .wells, in close proximity, are needed to control the water in this
excavation. The wells need to be below the bottom excavation by a significant amount so
that the water drains to them. At this time, JA is recommending the wells be 50 feet deep
and surrounding the excavation.
To evaluate the spacing and depth of the deep wells, Jacobs Associates used a European
developed computer program that allows the modeling of both vacuum and gravity
pumping systems (please note that all units are in metric). Jacobs Associates approach is
to design for the probable and reasonable high .permeability in the soil.
From the geotechnical and hydrological data available, it appears that the most permeable
in place soil to be dewatered is the SM unit below approximately 25 feet. The
permeability (k) obtained from RH2 testing and used in our analysis will be 1 x 10-3
cm/sec.
Computer Model Analysis using Deep Wells
The case is for an SM beneath a 25 foot thick layer of ML material. The parameters
entered are as follows:
• Excavation Shoring Size is approximately 18 x 12 feet (-6 x 4 meters);
• Well Spacing surrounds the shoring as shown in Figure 2 & 3 are approximately
13 by 20 feet in north/south (-4 meters by 6 meters);
• Well Depth & Pump intake location = 50 feet (15 meters);
• Well/hole Diameter = 18 inch auger w/ 12 inch center hole (305 mm) An 8 inch
PVC casing will filter material surrounding it;
• Pumping Rate per well = 40 gpm max (2.5 liters/see.) / model run at 8 gpm/well
is presented in Figure 4;
• Groundwater Static Level = 9 feet (3 meters);
• Excavation Depth = 35 feet (10.7 meters); and
• Permeability = I x 10"' m/sec for a SM.
The approximate well layout is shown in Figure 2, the model layout and results are
presented on Figure 3.
Conclusions / Recommendations
Since we have limited hydrogeologic data on the subsurface conditions, it may become
apparent during the installation and early operation that some modifications could be
made to the layout to improve its performance, but this is our first approach based on
reasonable assumptions using the data we have available.
Based on these results created by the above assumptions, it appears that the probable
result is that if four wells are installed to 50 feet, it will require each well to pump at
about 8 gallons per minute (gpm) to achieve drawdown. As a result, JA makes these
recommendations:
1109 First Avenue, Suite 501, Seattle, Washington 98101 Phone: (206) 588.8200 Fax: (206) 588.8201
• The pumps in each well must be able to remove all the water the flows into each
well, so that the level within the casing/screen is very close to the bottom.
• The type of bored holes shall be with a hollow stem auger that has a 12 inch
center hole for well construction. Each hole will be bored to just over 50 feet and
any heave must be removed.
• The casing housing the pump should be 8 inch ID PVC with machined slotted
screen and solid pipe to the surface. The screen length shall be the lower 35 feet
of the casing with end cap. Remaining feet is solid pipe. It should stick above the
ground surface at least 2 feet.
• The slot size shall be `30' slot with the most per foot as possible by the
manufacturer. JA recommends Western Well Screen, Puyallup, WA ((253) 862-
4989) as a supplier & manufacturer.
• Filter material will be used around the wells and shall be manufactured material
such as Colorado 8x 12, Rinker #8 Concrete Sand or Glacier 8700 Sand. 1f more
details are needed, please have the driller contact JA. The filter material should
extend a minimum of 5 feet above the screen level.
• The remainder of the annulus can be backfilled with onsite material and/or pea
gravel with a bentonite seal per WAC regulations. The surface must be mounded
so all water flows away from the casing.
• Each well requires a submersible oil cooled pump placed to the bottom that can
pump a minimum of 40 gallons per minutes (gpm) each. Electric power is
required to each well though not shown.
• Wells will be abandoned per the WAC regulations at the direction of a licensed
water well driller.
• Settlement of the none soft clay or peat soils typically does not occur unless the
wells are removing large quantities of sand and silt material as they pump, which
results in voids. At start up the wells will be temporarily `dirty' but they should
clean up quickly if properly built. If they are pumping clean, then this issue of
settlement should not be a problem. The discharge water from the wells should
be monitored to be sure this is the case.
• To monitor the pumped water level, JA recommends saving and using the RI-12
M W 1 which is near the excavation.
The results of the modeling show that if each well is pumped at approximately 8 gpm, the
water is drawn down to about the excavation depth. Note that the water is much lower at
the wells. To achieve this condition, four functioning wells must be constructed properly.
JA is not responsible for the contractor's work and we will not be onsite during the
majority of the construction. JA does not believe the wells need to be surged or
developed but they should only be pumped.
Closure
As a note, because of the variable nature of glacial and lake/stream deposits, each of the
wells will probably pump different amounts of water. Therefore, if one pump performs
better than another it does not mean that it was installed incorrectly; but that the
formation's hydrologic parameters change quickly and vary horizontally and vertically.
1109 First Avenue, Suite 501; Seattle, Washington 98101 Phone: (206) 588.8200 Fax: (206) 588.8201
Also, this design is NOT a guarantee that the entire excavation will be dewatered as
modeled. The design is based on limited hydrogeologic data. Some water in the
excavation may require additional sumping from inside.
Please contact me if you have any questions.
Frank Pita, PE, PG (LHG)
WA Professional Engineer (#17522) / Licensed WA Hydrogeologist (# l 170)
Attachments: Figure t / RH2 Geotechnical Site Plan
Figure 2 / Computer Model Plan
Figure 3 / Computer Model Contour Results
1109 First Avenue, Suite 501, Seattle, Washington 98101 Phone: (206) 588.8200 Fax: (206) 588.8201
CONTRACTOR TO OECOwESiON
E)3sP 6CRY1TN11FA LFT
` STATION
♦_ PROPOSED FENCE
AROLI D RELOCATED
Txrtsuv TY •LGARBAGE AREA SEE
SAWER TC [AND[ANDNO CM FOR
PROPO6F➢ENOFr 6TAt[1N ~ -1 DUALS
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CONNECTTOEICTf7NOKING
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PROM
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SBJ mTTnD+a !
OOIDOtfTSTATION
SEE NOTE I. i 1 VALLT t i�i� tl 'I •, ` _ - - - _ _ { •- _
SLEEVE UNDER RR
PROPOSED V D1 FM
L - - iNo, - T - • _ — — PROPOSED
( \ •I ;(
TDFORAAI' OLRSACE
- — � . — ac--i ---ss 1�:� T ' { �'—'--P 1 '• 1 RELOCATION AREA
-- — — —— -- ,,� CARPORT
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PROPOSED IT HOPE au+m SEM LINE FROM E)M D°-
MLOMDSDVMTOPROPOSEDORy-mmm STATION.
0O181R91 VU NORMVTAL O3NMOW DRILLING, ' {
\\ I
PROPOSED
NOT FOR CONSTRUCTION SAAWTARYE ; \ LEGEND
P -o— 19OOD FENCE
1 -.-- Ct1AKM FENCE
SLI Mom
FIGURE 1 - GEOLOGIC EXPLORATION PLAN \ — ca"
\ - -- COIISTRtNC110MPIarE
- CONSTFIrnoN Lim
1• • A \ — — COR LOOSOR NAY B/lE3
LSRIKT
,
I�
DFOSEDLr
STATION SRE
(1� PROPOSED LIFT STATION SITE
DOMMOLMIM LAND
TE1101D TO RE RE
EXISTING CITY UFT STATION
KEY CONSTRUCTION NOTES
NOT FOR CONSTRUCTION • FOR GEOLOGIC EXPLORATION MAP ONLY
cTrao wo
LFT STATION
PRIVATE ORFAWAY
I
i
Figure 2: System Layout for Model (Units are in metric. Shown are 12" wells around receiving PS
excavation. Wells are 50 feet deep and approximately 3 feet away from shoring support system.)
4 3
.70
(� Grey area is excavation that
is approximately IS x 12 feet
by 35 feet deep. Wells are 3
a feet outside shoring on long
Q O side.
r
I
0.00 5.00
-0.00
Figure 3: Results / Contours are in metric (the bottom is at 35 ft (10.7 m) and the water level is at
equilibrium when each well ends up pumping at 8 gpm in a steady state condition. The contour below the
bottom is several feet below the excavation bottom.
0
0
d
N
0
0
0.00 5.00
-0.00 10.00
10.7 meters = 35
feet or bottom.
Each well is pumped
to approx. 40 feet
below surface in the
model.
1109 First Avenue, Suite 501, Seattle, Washington 98101 Phone: (206) 588.8200 Fax: (206) 588.8201
Gary Harper Construction, Inc. Pay Request No. 3 Misty Cove Lift Station Replacemen"06
14831 223rd St SE, Snohomish, WA 98296 04/07/14 - 05/07/14 City of Renton Project #WWP-27-36)f
Ph: (360) 863-1955, Fax: (360) 863-1966
Bid
No.
Bid Item
Unit
Price
Qty
Amount
as Bid
Current Completion
Amount %
Previous Completion
Amount %
Total Completion
Amount %
Balance to Complete
Amount %
1
Mob, demob, site prep & clean up
LS
45,100.00
0%
22,550.00
50%
22,550.00
50%
22,550.00
50%
2
Temporary erosion & sediment
control
LS
3,700.00
555.00
15%
11 2,775.00
75%
3,330.00
90% 11
370.00
10%
3
Traffic Control
LS
1,300.00
0%
1,300.00
100%
1,300.00
100%
-
0%
4
Temorary bypass pumping system
LS
24,500.00
0%
0%
-
0%
24,500.00
100%
5
Site work & utilities
LS
78,900.00
7,890.00
10%
63,120.00
80%
71,010.00
90%
7,890.00
10%
6
Trenchless gravity sewer
LS
120,500.00
0%
120,500.00
100%
120,500.00
100%
-
0%
7
Unscheduled excavation
39.00
50 CY
1,950.00
10 CY
390.00
10CY
390.00
10 CY
1,560.00
40 CY
8
Unscheduled structural backfill
26.00
50 CY
1,300.00
10 CY
260.00
10 CY
260.00
10 CY
1,040.00
40 CY
9
Trench safety & shoring
LS
119,900.00
3,597.00
3%
113,905.00
95%
117,502.00
98%
2,398.00
2%
10
Dewatering
LS
48,100.00
2,886.00
6%
45,214.00
94%
48,100.00
100%
-
0%
11
Asphalt pavement
233.00
70 Ton
16,310.00
0%
0%
-
0%
16,310.00
100%
12
Existing Lift Station conversion
LS
13,200.00
0%
0%
-
0%
13,200.00
100%
13
Lift Station structural
LS
1 39,800.00
39,800.00
100%
0%
39,800.00
100%
-
00
14
Electrical building structural
LS
40,600.00
20,300.00
50%
0%
20,300.00
50%
20,300.00
50%
15
Misty Cove Lift Station pumps &
motors
LS
37,800.00
11,718.00
31%
24,192.00
64%
35,910.00
95%
1,890.00
5%
16
Devils Elbow Lift Station pump &
motor
LS
24,200.00
0%
20,812.00
86%
20,812.00
86%
1 3,388.00
14%
17
Mechanical
LS
30,000.00
27,300.00
91%
2,700.00
9%
30,000.00
100%
-
0%
18
Electrical
LS
75,300.00
30,398.61
40,37%
3,765.00
5%
34,163.61
45%
41,136.39
55%
19
Finishes
LS
19,700.00
16,745.00
85%
0%
16,745.00
85%
2,955.00
15%
20
0&M manuals and on -site owner
training
LS
2,500.00
0%
0%
1 -
0%
2,500.00
100%
21
Construction records
LS
5,000.00
0%
0%
-
0%
5,000.00
100%
22-25
Change Order No. 1
LS
8,439.57
8,439.57
100%
0%
8,439.57
100%
0%
Totals
$ 758,099.57
$ 169,629.18
22%
$ 421,483.00
56%
$ 591,112.18
78%
$166,987.39
22%
WSST 9.5%
16,114.77
40,040.89
56,155.66
Less 59'o Retention
(8,481.46)
(21,074.15)
(29,555.61)
Less Previous Payments
1
(440,449.74)
(440,449.74)
Amount Due:
$ 177,262.49
$ 177,262.49
IWO
T
Designed Groundwater Services, LLC
PO Box 366, Puyallup, WA 98371
Phone 253.682-7330 Fax 253.841.2013
JamieJamie@designedgroundwater.com
GARY HARPER CONSTRUCTION, INC
14831 222rd ST SE
SNOHOMISH, WA 98296
P. INVOICE
'A I N 4. 1 .03
J Invoice o t 0
Date: April22, 2014vo'
PROJECT
PAYMENT
.CONTRACT
NUMBER
PROJECT NAME
TERMS:
NUMBER
Misty Cove Lift
Contract
14-01
Station
Terms
WWP-27-3678
.DESCRIPTIONS
CONTRACT
AMOUNT
CONTRACT
gUpNjTy
-
-UNR.PRICE
- UM
COMPLETED T6
DATE
INVOKED TO '
DATE
TOTAL'%
INVOICED
PRIOR QUANITY
.PRIOR AMOUNT
PRIOR%'
CURRENT'
'QUARRY. I
CURRENT%.
CURRENT
AMOUNT
DEWATERING SYSTEM
$44,615.00
1
$44,615.00
LS
1
$44,615.00
100.00%
0.95
$42,394.75
95.00%
0.05
5.00%
$2,230.75
TOTALS
$44,615.00
$44,615.00
$42,384.25
SUBTOTAL
Non -Taxable
• TOTAL
$2,230.75
50.00
$2,230.75
Page 1 of 1
IQ1!!®9Ce
WitlQ (Uli��!1;4�,5."lur �� .i Yp �YIryy�4ary_.
Invoice Number: 75897
Whitney Equipment Co. Invoice Date: 04/25/14
Accounts Receivable � Sales Order Number: 41072
21222 30th Drive SE Order Date: 01/02/14
Sales Person: Ben Scrace
Bothell WA 98021
Suite 11DI J Customer Number: GHC
United States
Bill To: Gary Harper Construction Inc Ship To: Misty Cove LS j
14831 223rd St SE Gary Harper Construction /
Snohomish WA 98296-3989 5027 Ripley Lane N
United States Renton Wa 98056
United States
P.O. Number F.O.B. Terms:
237-01 Origin Net 30 Days
i
+I Shipment Details
Ship Date Carrier Tracking #
03/06/14 OCEAN-Ocean/Ground
03/06/14 OCEAN-Ocean/Ground
03/06/14 OCEAN-Ocean/Ground
03/26/14 OCEAN-Ocean/Ground
03/26/14 OCEAN-Ocean/Ground
03/26/14 OCEAN-Ocean/Ground
03/26/14 OCEAN-Ocean/Ground
0326/14 OCEAN-Ocean/Ground
03/26/14 OCEAN-Ocean/Ground
0326114 OCEAN-Ocean/Ground
0326/14 OCEAN-Ocean/Ground
04/23/14 OCEAN-Ocean/Ground 1Z9492500356575893
0425/14 OCEAN-Ocean/Ground
04/25/14 OCEAN-Ocean/Ground
Item Number Item Description UOM Shipped Unit Price Ext. Price
1400000407129 MINI-CASII/FUS EA 3.00 _
12024VAC,24VDC
Notes: Serial $/Lot Iniortnation.
6200900 GRIP EYE UNIT EA 1.00
Notes, Serial #/Lot Wonnation.
U4C EAA FA 2" Upper Guide Bar EA 2.00 _
Bracket 304SS D,
Notes: Serial #lLot fnlortnalion.
Page: 1 of 4 / Q
0 �
Advanced Power LLC
PO Box 13705
Mill Creel-, WA 98082
Bill To
Gary Harper Construction Inc
14831 223rd St SE
Snohomisli WA 98296-3989
Invoice
Date
Invoice #
5/1/2014
25216
P.O. No.
Terms
Project
1319-02
Net 30
1319-Misty Cove Lif...
Description
Est Aml
Prior Amt
Prior %
Curr %
Total %
Amount
MISTY COVE LIFT STATION
REPLACEMENT
ELECTRICAL PANELS
21,325.00
3,427.50
16.07%
82.53%
98.61%
17,600.30
LIGHTING
3,200.00
0.00%
0.00%
0.00
UNDERGROUND ELECTRICAL &
11,395.00
100.00%
100.00%
11,395.00
VAUL'rS
PUMP STATION ELECTRICAL
31,902.00
0.00%
0.00%
0.00
INSTRUMENTATION
4,000.00
0.00%
0.00%
0.00
n
6�.
Total y0 �� $28,995.30
REMIT TO: w�
P.O. Box 418759 NE • s & ! ; •
platt.com Boston, MA 02241-8759 Stiemants ' 11 INVOICE # E132315
INVOICE DAT 4/1 /
'•,9 WtAE2"r'•'. 002 Seattle
(206)624-4083 mgr02@platt.com
r 11 .-. r �M . . . . . •o
3/17/14 I 4/10/14 I Direct I ( 1319
SOLD TO SHIP TO
_ Advanced Power LLC
,a[-a10.1/0-167 [LQ� 5027 Ripley Ln N
Advanced Power LLC �� Renton, WA 98296
PO BOX 13705
MILL CREEK WA 98082-1705 (11
I�11�1"Itllll�t1��111111��"IIt'�1111111�1'�1�1i11�"�I11'i�l'I) lJ � �c�
ORDERED BY: LOREN
PAGE 1
1� 0 1 ' C-H LOT POWER & LIGHT 12513.0000! EA
165371 ! I
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PO BOX 13705
MILL CREEK WA 98082-1705
I NEMA1
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r837.55 j
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REMIT TO: ��V1
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platt.com Boston, MA 02241-8759 ; Statements ' INVOICE # E21PH6J
platLcom INVOICE DATE( 4130/14
oNL�KE�drt' 002 Seattle
(206)624-4083 mgr02@platt.com
f 3/17/14 I 4/28/14 , Direct L I 1319
SOLD TO SHIP TO
Advanced Power LLC
,a:-alo-ea-ten 5027 Ripley Ln N
Advanced Power LLC Renton, WA 98296
MI BOX 13705 REEK WA 98082-1705 A �� 10
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Pay Online / Invoices & Statements 24/7 www.platt.com
SUa TOTAL
$12.513.00 OTHER
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PAGE 1
12,513.00
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3/24114 I 4128/14
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PO BOX 13705
MILL CREEK WA 98082-1705
INVOICE # B9
INVOICE DA7 4/30114
002 Seattle
(206)624-4083 mgr02@platt.com
Direct I 1319
SHIP TO
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5027 Ripley Ln N
Renton, WA 98296
Mp, o I TO
PAGE 1
165371
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SUB TOTAL
$1,244.75
0.00
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WCCL Systems LLC
Invoice
MW N 24t6 Street
TQCOma, WA 98406
253-6W-4964
weclsustemeC@outlookcom
Phoao # 253-6W-4964
Gary Harper. Construction, Inc
14831223rd St SE
Snohomish, WA 98296-3989
360-863-1955
wcclsystema@outlookcom
Date, Iiv"oice A
4/24/2014 202
P:OtiNo; iTer_'m's Protect'
Misty Cove Net30
Quantity C�esciiption Rate ; Aniourit
Line Wet Well with Raven 405 as Bid / Repair Leaks in Wet Well
Line 72" wetwell as bid / work completed 4/25/14 15,879.00/ 15,879.00
'plank you for your business.
Total
$15,879.00
t
Denis Law
Mayor
NJ
of
Public Works Department -Gregg Zimmerman, P. E.,Administrator
April.10, 2014
Mr. Gary Harper
Gary Harper Construction, Inc.
14831 223rd Street SE
Snohomish, WA 98296-3989
RE: Change Order Proposal No. 6 .
Dear Mr. Harper:
The City of Renton is rejecting your Change Order Proposal No. 6 based on the following
reasons:
1. Your letter states that "unknown ground conditions" is the reason for this claim. The
design depth of the wetwell, as shown on the project plans, is 30 feet. The "Engineering
Geology Report" for this project, as contained in the project specifications, details the
soil types and their corresponding depths to a total depth of 45 below the ground
surface at.the location of the wetwell.
Your request has not shown how the ground conditions differed from those as detailed
in the soils report.
2. The subgrade depth and foundation limits were directed by the City's consultant and
inspector. Per the specifications, the additional 2-foot depth of excavation and
corresponding backfill is covered under bid items no. 7 (Unscheduled Excavation) and
no. 8 (Unscheduled Structural Backfill) respectively and has been authorized for
payment.in pay estimate no. 2.
Sincerely,,
ohn Hobson
Wastewater Utility
H:\File Sys\WWP - WasteWater\WWP-27-3627 Misty Cove Lift Station\Pay Estimates\Change Orders\Gary Harper Construction
CO 6 - City of Renton Response.doc/JHad
Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov
G.ARY HARPER CONSTRUCTION INC.
14831 223rd Street SE Snohomish, WA 98296-3989
(360) 863-1955 Fax (360) 863-1966
April 7, 2014
City of Renton
Attn: John Hobson
1055 S Grady Way
Renton, WA 98057
Re: Misty Cove Lift Station Replacement, Project #WWP-27-3678
Change Order Proposal No. 6
Reason for change order is unknown ground conditions. Soils were extremely tight and would not allow
water to penetrate into dewatering wells. It was also not possible to use a vacuum system inside of shoring
because of the water and mud inside of shoring. We were informed by Designed Ground Water Services
that a vacuum system wouldn't have worked either way in these soils. The only solution was to dig to a
depth of 2' deeper than the plans called out, vactor out mud and water, install geo fabric and quarry spalls.
The only charge we are asking for is the Vactor truck costs.
Services
Davidson-Macri Sweeping, Inc. 1,947.19
Overhead & Profit 21% 408.91
Total Change Order Proposal No. 6 $ 2,356.10
John D. Hobson
From: Steve Nelson <snelson@rh2.com>
Sent: Tuesday, March 18, 2014 9:10 AM
To: John D. Hobson; David Baisch; Steven Pinkham
Cc: Mark Miller
Subject: RE: Misty Cove LS - Wet well subgrade
Andrew called a few minutes ago to sat that their excavator needs servicing, and will make repairs today and reschedule
the work for tomorrow. They will probably set the manhole box in place today.
Steve
From: John D. Hobson jmailto:JhobsonCcORentonwa.gov]
Sent: Tuesday, March 18, 2014 6:15 AM
To: David Baisch; Steven Pinkham
Cc: Steve Nelson; Mark Miller; Gary Harper<ga!y(&garyharperconst.com> (gaU(&garyharperconst.com)
Subject: RE: Misty Cove LS - Wet well subgrade
Thanks David.
From: David Baisch [mailto:dbaisch(aarh2.com]
Sent: Monday, March 17, 2014 3:31 PM
To: John D. Hobson; Steven Pinkham
Cc: Steve Nelson; Mark Miller; Gary Harper <gar�a gar ryharperconst.com> (gaUPgaryharperconst.com)
Subject: Misty Cove LS - Wet well subgrade
John,
Steve Nelson and I called Andrew Evans and discussed GHC's approach for the wet well subgrade excavation,
dewatering, and backfill.
GHC is planning on over -excavating 2 feet below the wet well, the dewatering sub determined more well points will not
be very effective in further dewatering the excavation, instead they will have a vactor truck onsite to suck up the
water/mud as needed during excavation. Steve Nelson will be onsite to inspect the subgrade tomorrow around noon
and coordinate with Andrew. GHC will then install soil fabric, 1.5' of 4-8" quarry spalls, and then 6" of 2-4" quarry spalls,
set the wet well base and begin backfilling up to the gravity sewer pipe invert elevation. They are also going to take an
elevation shot inside of the wet well base after it is set so they can track if it is settling or moving before fully
backfilling/removing the shoring.
Steve and I confirmed with Andrew that this is a good approach.
Thanks,
David Baisch I RH2 Engineering, Inc.
Staff Engineer
22722 29th Drive SE, Suite 210
Bothell, WA 98021
P: 425,951.5426
C: 206,697.2584
www.rh2.com
DAILY INSPECTION DIARY
0 REPORT �t
DAY: k4Q12DATE:. / WORK PERIOD: a.m./p.m. to a.m./p.m.
WEATHER TEMP. MAXOF MIN°F PRECIPITATION.:
WORK ACCOMPLISHED TODAY:
CONTRACTOR SIGNATURE
DATE:
If
SIGNATURE
Davidson -Maori Sweeping, Inc.
12020 SE 32nd Street
i Suite 4
Bellevue WA 98005-4121
425-289-1145
425-289-1146 fax
Billed To: G°Hc
Invoice
Invoice#: 148026
Date: 0312112014
Project: Misty Cove Lift Station
5021 Ripley Lane North
Renton WA
Terms: 30DY
Due Date: 0412012014
Customer P4 #: 14-01
Customer Job#•
Ticket# Service Date
Description
Quantity
Price Ext Price Taxable
11601 03/18/14
Vactor Service
2.25
219.00 492.75 Y
dewatering
11601 03/19/14
Vactor Service
5.50
219.00 1,204.50 Y
dewatering
Decant Fee
1.00
81.00 81.00 Y
A service charge of 18,00% per annum will be charged on all amounts
overdue on regular statement datea
Thank you for your prompt payment!
Non -Taxable Amount: 0.00
Taxable Amount:
1,778.25
Sales Tax:
168.94
Amount Due
1,947.19
Ticket No.
or
,,,avidson-Mac Sweepin., Inc. 11601
12020 SE 32nd St. Suite 4, Bellevue, WA98005-4121 Phone: 425-289-1145 or866-45-SWEEP Fax.:426-289-1146
r Ain c
& Vid
!y (C)(OW 6 Name
f lCotinipan� Name
A) �311 Date 3 �/_/LY_Time
Billing Address . -
(j 00 �7/ JobAddress 6-0.2-/ PIP6641e,
Phone X,
Contact
M
,
Ordered by:
Phone
Job Location I Driving Directions: TV Truck
New Construd(loh
Exisfin, 'Systern F1
Zaln'� '13 v 9 Wage
r
Dump Site Locatior
0.6
IT,
ra prppn
Ins'tru6ti6iris
Gomments
,�abor br Per our
Per Hour H
Job Charge Per Hour Travel
D6mp Fees: Approx Quanity �argie
Travel Start: Z3 e? —Job Start:- Job Stop: %/• Travel Stop:
Date..37,14"/ Vehicle No:
Driver Operator
Laborer
Vehicle No:
start: Stop: �15
Tel StartJob Start
rav,_
Datej;/`. / : Vehicle No:
Driver Operator.
Laborer —start _—stov 31 —Vehicle No:
Date:
Accepted BYWr Date: Accepted By,
King County Roads Maintenance
Scale System
Ticket: R55952
Scale: Renton
Date; 03/19/2014
Card: 100228
Org: DAVIDSON-MACRI SWEEP
Truck: 1FVXFZYS7YLF06956
Driver; PLUMLEE
Mat'l: Storm Liquids
Source; Other
Address: 5021 RIPPLEY LANE NORTH RENTON
In Wgt; 45420 Lbs 02:06PM
Out Wgt: 45420 Lbs 02:06PH
Net Wgt: 0 Lbs or 0,00 Tons
Entry Fee; $ 61.00
Load Fee; $ 0.00
Total Fee: $ 81.00
Thank You!
4376720 _
FORM C-700(SL)
16 18-2013)
U.S. DEPARTMENT OF COMMERCE
Economic and Statistics Administration
U.S. CENSUS BUREAU
CONSTRUCTION
PROJECT REPORT
STATE AND LOCAL GOVERNMENTS
IMPORTANT
Please refer to the Reporting Instructions
on the back of the form.
DUE DATE: APR 19, 2014
U.S. Census Bureau
1201 East 10th Street
Jeffersonville, IN 47132-0001
1-800-845-8245
www.census.gov/econhelp/cprs
u)vib ivo. ubui-u 156: Hpprovai txpires ub/s ilzu ib
In any correspondence pertaining to this report,
refer to the control number shown below.
DATE SV S WGT TC NEWTC ST NEWAA STATUS
201312 821 18.91 76 1317 53 3 1
4376720 1 0501424 L2
CITY OF RENTON UTILITY SERVICES
ATTN JOHN HOBSON PROJECT MGR
WASTEWATER UTILITY ENGINEER `
1055 S GRADY WAY - 5TH FLR D .(1`� (/9 057
RENTON WA
Use your unique User ID and original password. FAX (425) 430-7241 PHONE (425) 430-7279 �
User ID: 0501424 Password: Rmri# 14 ## (Please correct any error in name and address including ZIP Code, telephone and fax number)
PROJECT IDENTIFICATION . r SQUARE FEET
The construction project described below is associated with your 7. Based on exterior dimensions, how many square
organization according to published sources. Please correct any errors or feet of enclosed floor area (including basements)
fill in any blanks in items 1 and 2. If necessary, make your corrections in will be created by this project?
item 10, Remarks, or use a separate sheet. IF YOU HAVE ANY QUESTIONS
CONCERNING THIS FORM, PLEASE CALL 1-800-845-8246. Exclude nonbuilding projects
1. PROJECT DESCRIPTION and existing floor space Square feet
MISTY COVE LIFT STATION REPLACEMENT that is being remodeled.
CAG13178 If none, enter "0."
MONTHLY CONSTRUCTION
CAG13178
PROGRESS REPORT
2. PROJECT LOCATION
5021 RIPLEY LN N
RENTON WA
• Continue with item 8 if project has started; otherwise,
skip to section F.
• Report the value of construction put in place each month.
Include only those construction costs defined in item 5c.
DO NOT include costs reported in item 6.
• Report costs in the month in which work was done
(including any monthly retainage being withheld
from contractors) rather than in the month in which
OWNERSHIP AND START DATE
3. TYPE OF OWNERSHIP -Mark (X) one box.
Is this project ❑ State Government or Agency
payment was made.
❑ Privately -owned OR Owned by: ❑ Federal Government or Agency
• When project is completed, enter month and year in item 9.
8. WiONTHLY VALUE OF CONSTRUCTION PUT IN
7-1 Local Government or Agency
PLACE ON PROJECT DESCRIBED IN ITEM 1
4. START DATE OF CONSTRUCTION
Month and year of actual
Month and year
report period
(a)
Value of construction put
in place during month
as defined in item 5c
(Thousands of dollars)
(b)
When did actual construction work on the
site start, or when do you estimate it will
Y
start? Enter month and year.
or expected start date
FEB 2 014
COST ESTIMATES
INCLUDE . Site preparation and outside construction such as sidewalks
and roadways
MAR 2014
$ Z g ,000.00
• Mechanical and electrical installations which are integral parts
of the structure, such as elevators, heating equipment, etc.
FEB 2014
$ 271 000.00
EXCLUDE • Land and pre-existing structures
• Architectural, engineering, and owner's overhead and
miscellaneous costs - See item 6
$ 000.00
$ '000.00
• Furniture, furnishings, and other movable equipment
• Contingency funds
FOR HEAVY NONBUILDING PROJECTS
$ '000.00
SEE SPECIAL INSTRUCTIONS ON BACK
$ '000.00
NOTE: If project is on a "cost plus" basis, enter your best estimate of the final cost.
$ '000.00
5a. CONTRACT CONSTRUCTION COST
(Amounts to be paid to contractors and
Construction costs
(Thousands of dollars)
$ 821
,000.00
subcontractors)
$ '000.00
$ '000.00
5b.OWNER SUPPLIED MATERIALS
AND LABOR
(Construction materials supplied by owner and the
value of work done by project owner's own
construction employees assigned to the project.)
$ '000.00
$ '000.00
$ 000.00
5c. TOTAL CONSTRUCTION COST
(Surn of 5a + 5b)
821
$ '000.00
$ 000.00
6. ARCHITECTURAL, ENGINEERING, AND MISCELLANEOUS
COSTS - If book figures are not available, reasonable estimates are acceptable.
INCLUDE . All fees for architectural and engineering services. If contractor
was authorized to "design and construct" this project, such cost
should be included in item 5a.
$ '000.00
• Cost of design work by owner's staff
If construction is complete except for some minor work
• Project owner's overhead and office costs
. Fees and other miscellaneous costs allocated
on owner's books to this project
or retainage (up to 3 percent of item 50, you may stop
reporting on this project by entering the completion date
in item 9 and indicating any remarks in item 10.
EXCLUDE •Cost of movable machinery and Architectural, engineering,
equipment, land, and furniture and and miscellaneous costs
furnishings (Thousands of dollars)
9. COMPLETION DATE
Enter date when all
Month and year
of completion
• All interest to be paid directly by
State or local governments $ 156 ,000.00
construction is
actually completed
NOTE: Be sure to complete section F on the back of the form.
REPORTING INSTRUCTIONS FOR
STATE AND LOCAL CONSTRUCTION PROJECTS
► Section A - PROJECT IDENTIFICATION
Correct any information in items 1 and 2 if necessary
For the project described in item 1 to be government owned,
it must be State or local government owned during
construction and involve the erection of a new structure(s) or
improvements to an existing structure(s) as defined below.
For the project described in item 1 to be privately owned, it
must be privately owned during construction and involve the
erection of a new structure(s) or improvements to an existing
structure(s) as defined below.
If the project is only maintenance and repairs, please note so
in item 10, Remarks, complete item 11, and return the form.
► Section B — OWNERSHIP AND START DATE
Item 3 —As noted, "ownership" for purposes of this survey,
depends on the owner during the construction phase.
Check the appropriate box.
Item 4 — The start date is defined as the date that actual
construction work first began on the project described in
item 1. If the project is to start at some future date, please
enter the date, complete item 11, and return the form.
► Section C — COST ESTIMATES
"Construction," for purposes of this survey, is defined as the
building of and/or improvements to fixed structures.
This INCLUDES:
a. New structures, additions, alterations, conversions,
expansions, rebuilding, reconstruction, renovations,
rehabilitations and major replacements (such as the
complete replacement of a roof or heating system).
b. Mechanical and electrical installations — Plumbing,
heating, electrical work, elevators, escalators, central
air-conditioning, and other similar building services.
c. Outside construction — Clearing and grading of
undeveloped land and the fixed, auxiliary structures
which the project owner builds within the property lines.
Also, roadways, bridges, parking lots, utility connections,
outdoor lighting, pools, athletic fields, piers, wharves and
docks, and all similar auxiliary facilities.
FOR HEAVY NONBUILDING PROJECTS
In addition to a, b, and c, construction INCLUDES:
d. Fixed works, such as power plants, dams, highways,
bridges, reservoirs and sewer and water facilities.
e. Machinery and equipment which are integral parts of
structures. Also fixed, largely site -fabricated equipment
such as storage tanks.
f. The following types of equipment: boilers, towers
and fixtures.
EXCLUDE: Movable machinery and equipment which
are not integral parts of structures. Also, for power
generation plants, exclude primary power producing
machinery such as generators, reactors, and steam
engines.
10. REMARKS
Item 5a — Estimate the total amount to be paid to
construction contractors by the project owner for work
done on this. project.
Item 5b — Estimate the total cost of labor by the owner's
construction employees working on the project, including
supervisory personnel assigned to the project. Include the
total cost of all construction materials supplied by the
owner, including those the owner expects to supply to the
contractor for installation in this project.
Item 5c — Sum of values reported in items 5a and 5b.
This is the value to be reported in item 8, monthly value
of construction put in place.
Item 6 — Estimate the total amount of fees which the
project owner has paid or will pay to architectural and
engineering firms for work on this project. Also estimate
the total cost of all other construction items which the
project owner will allocate on his books to this project.
Include the project owner's overhead and office costs, the
cost of design work by the owner's staff, and other
miscellaneous construction fees and costs allocated on
the owner's books. DO NOT include the cost of movable
machinery and equipment, land, and furniture and
furnishings. If book figures are not available, reasonable
estimates are acceptable.
► Section E — MONTHLY CONSTRUCTION
PROGRESS REPORT
Item 8 — Report the monthly value of construction put in
place for the costs associated with item 5c. These costs
include:
a. Work done by contractors and/or subcontractors,
including any retainage being withheld until the work is
complete.
b. The cost of any materials installed which were provided
by the owner.
c. The work done by the project owner's own construction
employees, including supervisory personnel assigned
to this project.
Initially, report monthly values from the start month to
the most current month shown in item 8. Then each
month, when the form is returned to you, report for the
month shown and any revisions which you might have.
When entering monthly data, be sure to report the costs
in the month in which the work was done rather than in
the month in which payment was made.
If the contractor's bills are for periods other than monthly,
estimate a monthly amount. In each month where there is
no construction, enter a zero.
Item 9 — If construction is complete except for some
minor work or retainage (up to 3 percent of item 5c), you
may stop reporting on this project by indicating in item
10, Remarks, and entering the completion date in item 9.
► Section F — PERSON TO CONTACT REGARDING
THIS REPORT
Item 11 — Enter the name, title, address, telephone and
fax number of the person who can answer questions
about this report.
PERSON TO CONTACT REGARDING THIS REPORT — Please print or type
711a-Name b. Title I c. Telephone
Area code I Number I Extension
d. Organization
h UHM C-700(SL) (6-18-2013)
e. Address
f. Fax
Area code I Number
Gary Harper Construction, Inc.
14831223rd St SE, Snohomish, WA 98296
Ph: (360) 863-1955, Fax: (360) 863-1966
Pay Request No. 2
3/8/14 - 04/07/14
Misty Cove Lift Station Replacement
City of Renton Project ##WWP-27-3678
Bid
No.
Bid Item
Unit
Price
Qty
Amount
as Bid
Current Completion.
Amount %
Previous Completion
Amount %
Total Completion
Amount %
Balance to Complete
Amount %
1
Mob, demob, site prep & clean up
LS
45,100.00
0%
22,550.00
50%
22,550.00
50%
22,550.00
50%
2
Temporary erosion & sediment
control
LS
3,700.00
925.00
25%
1,850.00
50%
2,775.00
75%
925.00
25%
3
Traffic Control
LS
1,300.00
0%
1,300.00
100%
1,300.00
100%
-
0%
4
Temorary bypass pumping system
LS
24,500.00
0%
0%
-
0%
24,500.00
100%
5
Site work & utilities
LS
78,900.00
31,560.00
40%
31,560.00
40%
63,120.00
80%
15,780.00
20%
6
Trenchless gravity sewer
LS
120,500.00
46,995.00
39%
73,505.00
61%
120,500.00
100%
-
0%
7
Unscheduled excavation
39.00
50 CY
1,950.00
390.00
10 CY
0 CY
390.00
10 CY
1,560.00
40 CY
8
Unscheduled structural backfill
26.00
50 CY
1,300.00
260.00
10 CY
0 CY
260.00
10 CY
1,040,00
40 CY
9
Trench safety & shoring
LS
119,900.00
35,970.00
30%
77,935.00
65%
1 113,905.00
95%
1 5,995.00
5%
10
Dewatering
LS
48,100.00
6,734.00
14%
38,480.00
80%
45;214.00
94%
2,886.00
6%
11
Asphalt pavement
233.00
70 Ton
16,310.00
0%
0%
-
0%
16,310.00
100%
12
Existing Lift Station conversion
LS
13,200.00
0%
0%
-
0%
13,200.00
100%
13
Lift Station structural
- LS
39,800.00
0%
0%
-
0%
39,800.00
100%
14
Electrical building structural
LS
40,600.00
0%
0%
-
0%
40,600.00
100%
15
Misty Cove Lift Station pumps &
motors
LS
37,800.00
24,200.00
64%
0%
24,200.00
64%
13,600.00
36%
16
Devils Elbow Lift Station pump &
motor
LS
24,200.00
20,800.00
86%
0%
20,800.00
86%
3,400.00
14%
17
Mechanical
LS
30,000.00
0%
2,700.00
9%
2,700.00
9%
27,300.00
91%
18
Electrical
LS
75,300.00
3,427.50
5%
0%
3,427.50
5%
11,872.50
95%
19
Finishes
LS
19,700.00
0%
0%
-
0%
19,700.00
100%
20
O&M manuals and on -site owner
training
LS
2,500.00
0%
0%
-
0%
2,500.00
100%
21
Construction records
LS
5,000.00
0%
0%
-
0%
5,000.00
100%
Totals
$ 749,660.00
$ 171,261.50
23%
$ 249,880.00
33%
$ 421,141.50
56%
$ 328,518.50
44%
WSST 9.5%
16,269.84
23,738.60
.40,008.44
-
Less 5% Retention
(8,563.08)
(12,494.00)
(21,057.08)
Less Previous Payments
1
(261,124.60)
(261,124.60)
Amount Due:
$ 178,968.27 1
11
$ - 1
11
$ 178,968.27
1300000507009
BASIN,FRP TOP-150 EA
WITH KIT
Notes:
6199910
CONNECTION,DISCH EA
TOP 3X3"RH Cl
Notes:
6200010
CONNECTION,DISCH EA
TOP 3X3"LH Cl
1 Notes:
Invoice �Ij .�< IS-f.I
3� Invoice Number: 75637
1.00
Serial Mot Information
1.00
SeriallllLot Information
1.00
Serial N/l.ot Information
5565101
Notes:
VALVE,FLUSH-MIX EA
T1.00
T
Serial #/Lot Information:
V
31718300002
NP2754 35/460/3 50' S82 EA
1.00
_
FM+ FLS FV
4 — G /a/ csf44..r-r
Notes.
Sei fNLot Information.
Ae P;t-,r J P�
31718301410001
30851900136
NP256-3 4/46013 50' FM EA
2.00
_
FLS FV+ GPH
Notes:
Serial WWI Information:
30851901410175, 30851901410174
QUOTE
Per WECI Quote EA
1.00
Notes,
Serial OlLot Information:
NP 3085 & 3171
Page: 2 of 2
Subtotal:
45,000.00
Freight:
0.00
Misc. Charge:
0.00
Sales Tax:
0.00
Pre -Allocated Credit
0.00
Total Due:
45,000.00
Advanced Power LLC
PO Box 13705
Mill Creek, WA 98082
Bill To
Gary Harper Construction Inc
14831 223rd Si SE
Snohomish WA 98296-3989
Invoice
Date
Invoice #
4/1l2014
25214
P.O. No.
Terms
Project
1319-01
Net 30
1319-Misty Cove Lir...
Description
Est Amt
Prior Amt
Prior %
Curr %
Total %
Amount
MISTY COVE LILT STATION
REPLACEMENT
ELECTRICAL PANELS
21,325.00
16.07%
16.07%
3,427.50
LIGI•ITING
3,200.00
0.00%
0.000/0
0.00
UNDERGROUND ELECTRICAL &
11,395.00
0.00%
0.00%
0.00
VAULTS
PUMP STATION ELECTRICAL
31,902.00
0.000/0
0.00%
0.00
INSTRUMENTATION
4,000.00
0.00%
0.00%
0.00
Total $3,427.50
Advanced Power LLC
PO Box 13705
Mill Creek, WA 98082
Name / Address
Gary Harper Construction Inc
I4831 223rd St Si
Snohomish WA 98296-3989
Schedule ®f Values
Dale
3/28/2014
Project
1319-Misty Cove Lir..
Description
oly
Cost
Total
MISTY COVE LIFT STATION REPLACEMENT
ELECTRICAL PANELS
1
21,325,00
21,325.00
LIGHTING
1
3,200.00
3,200.00
UNDERGROUND ELECTRICAL & VAULTS
1
11,395.00
11,395.00
PUMP STATION ELECTRICAL
1
31,902.00
31,902.00
INSTRUMENTATION
1
4,000.00
4,000.00
Total $71,822.00
Phone #
425-481-8260
Designed Groundwater Services, LLC
PO Box 366, Puyallup, WA 98371
Phone 251-682-7330 Fax 253-841-2013
Jamie@designedgroundwater.com
GARY HARPER CONSTRUCTION, INC
14831 222rd ST SE
SNOHOMISH, WA 98296
INVOICE
Invoice No- 14.01.02
Dater April 03. 2014
PROJECT
PAYMENT
CONTRACT
NUMBER
PROJECT NAME
TERMS
NUMBER
Misty Cove Lift
Contract
1401
Station
Terms
WWP 21-3678
DESCRIPTION
CONTRACT
AMOUNT
CONTRACT
QUANtTY
UNIT PRICE
UM
COMPLETED TO
DATE
INVOICED TO
DATE
TOTAL %
INVOICED
PRIOR QUANITY
PRIOR AMOUNT
PRIOR %
CURRENT
QUANtTY
CURRENT %
CURRENT
AMOUNT
DEWATERING SYSTEM
$44,615.00
1
544.615.00
LS
0.95
$42,384.25
95.00%
0.8
535,692.00
80.00%
0.15
15.00%
$6,692.25
TOTALS
544,615.00
$42,384.25
S35.692.00
SUBTOTAL
Non -Taxable
TOTAL
$6.692.25
$6,692.25
Page 1 of 1
�MAO% Armadillo Boring, Inc. n
�P �O P.O. Box 12219 f I
Salem OR 97309-0219 I
503-58"050 r `
License: CCB# 197195 Tk0
Billed To: Gary Harper Construction Inc
14831 223rd Street SE
Snohomish WA 98296-1966
Due Date: 04/18/2014
Description
Terms: 30DY
Supplied and Installed 20" OD steel casing as per contract /Z/70
Credit: if payment Is received in full by 4/15/14 (charge back amt)
A service charge of 18.00 % per annum W11 be charged on at/ amounts
overdue on regular statement dates.
Thank you for your prompt payment!
Contract Invoice �]
Invoice#: 14-7008 57
Date:03119/2014
Project: GHC-Renton
Swr.
Renton WA
Order#
Amount
29,800.00
-1.428.00 ��
Non -Taxable Amount: 28,372.00
Taxable Amount: 0.00
Sales Tax: 0.00
Amount Due 28,372.00
Gary Harper Construction, Inc. Pay Request No. 1 Revised Misty Cove Lift Station Replacement
14831223rd St SE, Snohomish, WA 98296 2/6/14 - 03/07/14 City of Renton Project #WWP-27-367f
Ph: (360) 863-1955, Fax: (360) 863-1966
Bid
No.
Bid Item
Unit
Price
Qty
Amount
as Bid
Current Completion
Amount %
Previous Completion
Amount %
Total Completion
Amount %
Balance to Complete
Amount %
1
Mob, demob, site prep & clean up
LS
45,100.00
22,550.00
50%
0%
22,550.00
50%
22,550.00
50%
2
Temporary erosion & sediment
control
LS
3,700.00
1,850.00
50%
0%
1,850.00
50%
1,850.00
50%
3
Traffic Control
LS
1,300.00
1 1,300.00
100%
0%
1 1,300.00
100%
-
0%
4
Temorary bypass pumping system
LS
24,500.00
0%
0%
-
0%
24,500.00
100%
5
Site work & utilities
LS
78,900.00
31,560.00
40%
0%
31,560.00
40%
47,340.00
60%
6
Trenchless gravity sewer
LS
120,500.00
73,505.00
61%
0%
73,505.00
61%
46,995.00
39%
7
Unscheduled excavation
39.00
50 CY
1,950.00
0%
0%
-
0%
1,950.00
100%
8
Unscheduled structural backfill
26.00
50 CY
1,300:00
0%
0%
-
0%
1,300.00
100%
9
Trench safety & shoring
LS
119,900.00
77,935.00
65%
0%
77,935.00
65%
41,965.00
35%
10
Dewatering
LS
48,100.00
38,480.00
80%
0%
38,480.00
80%
9,620.00
20%
11
Asphalt pavement
233.00
70 Ton
16,310.00
0%
0%
-
0%
16,310.00
100%
12
Existing Lift Station conversion
LS
13,200.00
0%
0%
-
0%
13,200.00
100.%
13
Lift Station structural
LS
39,800.00
0%
0%
-
0%
39,800.00
100%
14
Electrical building structural
LS
40,600.00
0%
0%
-
0%
40,600.00
100% j
15
Misty Cove Lift Station pumps &
motors
LS
37,800.00
0%
0%
-
0%
37,800.00
100%
16
Devils Elbow Lift Station pump &
motor
LS
24,200.00
0%
0%
-
0%
24,200.00
100%
17
Mechanical
LS
30,000.00
2,645.31
9%
0%
2,645.31
9%
1 27,354.69
91%
18
Electrical
LS
75,300.00
0%
0%
-
0%
75,300.00
100%
19
Finishes
LS
19,700.00
0% 11
0%
-
0%
19,700.00
100%
20
O&M manuals and on -site owner
training
LS
2,500.00
0%
0%
-
0%
2,500.00
100%
21
Construction records
LS
5,000.00
0%
0%
-
0% 11
5,000.00
100%
Totals
$ 749,660.00
$ 249,825.31
33%
$ -
0%
$ 249,825.31
100%
$ 49.9,834.69
0%
WSST 9.5%
23,733.40
-
23,733.40
Less 5% Retention
(12,491.27)
11
-
(12,491.27)
Amount Due:
$ 261,067.45
$ -
$ 261,067.45
Designed Groundwater Services, LLC
PO Box 366, Puyallup, WA 98371
Phone 253.682.7330 Fax 253.841.2013
JamieCfdesignedgroundwater.com
GARY HARPER CONSTRUCTION, INC
14831 222rd ST SE
SNOHOMISH, WA 98296
INVOICE
Invoice No: 14.01.01
Date: March 05, 2014
PROJECT
[ PAYMENT-
CONTRACT
NUMBER ..
PROJECT NAME
TERMS
'NUMBER
Misty Cove Lift
Contract
14.01
Station
Terms
WWP-27-3678
_DESCRIPTION
CONTRACT;'
AMOUNT
CONTRACT -
'QUANITY-
' .. -
- UNff PRICE,
-
UM =:
COMPLETED TO
_ DATE
-INVOICED TO
+DATE, -
TOTAL,%
INVOICED:. _
PRIOR QUANITY-
PRIOR AMOUNT
PRIOR % .,
- CURRENT
, _ QUANITY i
CURRENT %
CURRENT
- AMOUNT
DEWATERING SYSTEM
$44,615.00
1
$44,615.00
LS
0.8
$35,692.00
80.00%
0
$0.00
0.00%
0.8
80.00%
$35,692.00
TOTALS
$44,615.D0
$35,692.00
$0.00
SUBTOTAL
Non -Taxable
TOTAL
$35,692.00
535,692.00
Page 1 of 1