HomeMy WebLinkAboutPW18-357 - Change Order - #6 - Road Construction Northwest, Inc. - S 228th St UPRR Underground Utilities - 07/19/2019 RecordsManagem`
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KENT Document
W A S H i N G T ON
CONTRACT COVER SHEET
This is to be completed by the Contract Manager prior to submission
to City Clerks Office. All portions are to be completed.
If you have questions, please contact City Clerk's Office.
Vendor Name : Road Construction Northwest, Inc.
Vendor Number: 178105
JD Edwards Number
Contract Number: PW18-357
Project Name: S 22811 St. Union Pacific Railroad Underground Utilities
Description: ❑ Interlocal Agreement ® Change Order ❑ Amendment ❑ Contract
❑ Other:
Contract Effective Date: 9/13/2018 Termination Date: 60 Working Days
Contract Renewal Notice (Days):
Number of days required notice for termination or renewal or amendment
Contract Manager: Susanne Smith Department: PW Engineering
Contract Amount: $1,923,246.25 -- - - ---_`_
Approval Authority: (CIRCLE ON Department Director , Mayor City Council
Detail: (i.e. address, location, parcel number, tax id, etc.):
Change Order #6
As of: 08/27/14
•
KEN T
W.5..1 v.TO
CHANGE ORDER NO. #6
NAME OF CONTRACTOR: Road Construction Northwest, Inc., ("Contractor")
CONTRACT NAME & PROJECT NUMBER: S. 228th St. Union Pacific Railroad Underground Utilities
ORIGINAL CONTRACT DATE: September 13, 2018
This Change Order amends the above-referenced contract; all other provisions of the
contract that are not inconsistent with this Change Order shall remain in effect. For valuable
consideration and by mutual consent of the parties, the project contract is modified as follows:
1. Section I of the Agreement, entitled "Description of Work," is hereby modified to add
additional work or revise existing work as follows:
In addition to work required under the original Agreement and any prior
Amendments, Contractor shall provide all labor, materials, and
equipment necessary to:
Equitable adjustment for variations in estimated plan quantities
exceeding 25% under per WSDOT Standard Specification 1-04.6. Road
Construction Northwest requested an equitable adjustment for
unavoidable fixed cost and overhead expenses related to items of work
that did not require a minimum of 75% of planned quantity.
2. The contract amount and time for performance provisions of Section II "Time of
Completion," and Section III, "Compensation," are hereby modified as follows:
Original Contract Sum, $1,923,246.25
(including applicable alternates and
WSST)
Net Change by Previous Change Orders $104,822.93
(incl. applicable WSST)
Current Contract Amount $2,028,069.18
(incl. Previous Change Orders)
Current Change Order $39,645.86
Applicable WSST Tax on this Change $0.00
Order �
Revised Contract Sum $2,067,715.04
CHANGE ORDER - 1 OF 3
Original Time for Completion 60 working days
(insert date)
Revised Time for Completion under 0 working days
prior Change Orders
(insert date)
Days Required (f) for this Change Order 0 calendar days
Revised Time for Completion 60 working days
(insert date)
In accordance with Sections 1-04.4 and 1-04.5 of the Kent and WSDOT Standard
Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this
Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor
agrees to waive any protest it may have regarding this Change Order and acknowledges and
accepts that this Change Order constitutes final settlement of all claims of any kind or nature
arising from or connected with any work either covered or affected by this Change Order, including,
without limitation, claims related to contract time, contract acceleration, onsite or home office
overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the
Contractor from strict compliance with the guarantee and warranty provisions of the original
contract, particularly those pertaining to substantial completion date.
All acts consistent with the authority of the Agreement, previous Change Orders (if any),
and this Change Order, prior to the effective date of this Change Order, are hereby ratified and
affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order
shall be deemed to have applied.
The parties whose names appear below swear under penalty of perjury that they are
authorized to enter into this contract modification, which is binding on the parties of this contract.
3. The Contractor will adjust the amount of its performance bond (if any) for this project
to be consistent with the revised contract sum shown in section 2, above.
IN WITNESS, the parties below have executed this Agreement, which will
become effective on the last date written below.
i CONTRACTOR: CITY OF KENT:
By.-- .. .�c _ By:
(signature) i ature)
Print Name:_T_ffreyM. Kanyer Print Name: Timothy J. LaPorte, P.E.
Its President Its- Public Works Director
title ( le)
DATE: DATE: 7// 7/
CHANGE ORDER - 2 OF 3
ATTEST: APPROVED AS TO FORM:
(applicable if Mayor's signature required)
Kent City Clerk Kent Law Department
[In this field,you may enter the electronic fllepath where the contract has been saved]
CHANGE ORDER - 3 OF 3
KENT FILE NO: 200.2
CHANGE ORDER WORKSHEET NO. 6
Construction Management Division — Public Works
Project: S. 228th St UPRR Underground Project No.: 07-3022C
Utilities
Project Engineer: Mark Madfai Fed-Aid No.: N/A
Owners Rep: Jason Barry Contractor: Road Construction NW
Date: 5/2/19
I. PROPOSED CHANGE
Equitable adjustment for variations in estimated plan quantities exceeding 25% under per
WSDOT Standard Specification 1-04.6.
II. REASON AND BACKGROUND FOR CHANGE
RCNW requested equitable adjustment for unavoidable fixed cost and overhead expenses related
to items of work that did not require a minimum of 75% of planned quantity. WSDOT Standard
Specification 1-04.6 Variation in Estimated Quantities allows for recovery under such conditions.
A value of 12% was applied to the difference between actual amounts paid and 75% of originally
estimated quantities. Summary spreadsheet attached.
III. METHOD OF PAYMENT
NEW PAY ITEM(S) ❑ Not Applicable
Change Order No _ FOR ACCOUNTING USE ONLY
Sch. No. Item Description Total Qty this Unit i Unit Price Total Estimated Cost of
Est. Qty PE Item
1 Variation in Estimated 1 1.00 LS I $39,645.86 $39,645.86
Quantities Cost Adjustment
Complete
® Independent Estimate Attached ! ❑ CREATE PAY ITEM — Reimbursement to be r ® PAY THIS PAY ESTIMATE
-,REQUIRED based on actual work performed.
❑ Material ubmittals Required —5.� 4n�trur�Qn �ogrdi qr New Sub Reqrd? No
DELETE EXISTING PAY ITEM(S) per 1-09.5 ® Not Applicable
Change Order No. j _ FOR ACCOUNTING USE ONLY
Sch. No. B.I. No. Item Description Qty Unit Unit Price Cost of Item
❑ Independent Estimate Attached -REQUIRED ❑
INCREASE/DECREASE TO EXISTING PAY ITEM(S) ® Not Applicable
r Change Order No. p� j FOR ACCOUNTING USE ONLY
1 REV. DATE: 1/10/18
KENT FILE NO: 200.2
Sch. No. B.I. No. Item Description Qty Unit Unit Price Cost of Item
Independent Estimate Attached -REQUIRED F
TOTAL ESTIMATED COST OF CHANGE ORDER * $39, 545.86
*Total of the Cost of Item Columns
THIS PAY ESTIMATE $39,64 -86
IV. WORKING DAYS
Original Contract 60 Due This Change Order* 0 Previous Total 60
IDATE: DATE:
* Exelanation13ustificatiQn Rnuired:
TOTAL WORKING DAYS* 60
*This Change Order + Previous Total
All work, materials and measurements to be in accordance with the Standard Specifications
and Contract Special Provisions for the type of work described.
Prepared By: - Date: J f
Bar y
Construction Supervisor: Date:
Paul Kuehne
Construction Manager: Date:
Eric Connor
2 REV, DATE; 1/10/18
ADMINISTRATION
Timothy J. LaPorte, P.E.
Public Works Director
K E N T 400 West Gowe
W A S N I N O T O N Kent, WA 98032
PHONE: 253-856-5500
May 2, 2019
George Tucker
Road Construction Northwest, Inc.
5851 NE 4" St.
Renton, WA 98059
Re: Request for Equitable Adjustment (Quantity Under-Runs/Deleted Work)
S. 228t" St. Union Pacific Railroad Underground Utilities
Project No: 07-3022
George:
Thank you for the letter and calculation regarding the request for equitable adjustment due to
variations in estimated quantities. The City has reviewed the request and agrees a cost
adjustment is due.
WSDOT Specification Section 1-04.6 Variation in Estimated Quantities, item 2 Decreased
Quantities, bullet c. allows for an adjustment due to unavoidable fixed cost and overhead, but
limits the scope to the units representing the difference between the adjusted final quantity and
75% of the original plan quantity. The calculation provided by RCNW used the difference between
the adjusted final quantity and 100% of the original plan quantity. The City re-calculated the
adjustment using the method specified and determined a total value of $39,645.86. The
calculation attached is for your review.
Please let me know if RCNW would like the City to move forward with this adjustment or if you
would like to schedule a time to discuss further.
Sincerely,
s7onBason Barry
pital Projects Manager
Cc: Eric Connor, Construction Engineering Manager
Carla Maloney, PE, Design Engineering Manager
Mark Madfai, PE, Design Engineer
a, Paul Kuehne, Construction Engineering Supervisor
Q Cameron Bloomer, PE, KBA Resident Engineer
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Road Construction Northwest, Inc.
PO Box 2228 Renton, Washington 98056 (425) 254-9999 (425)254-1334 fax
April 4, 2019
City of Kent
Public Works Department
220 4th Avenue South
Kent, WA 98032
ATTN.: Mr. Jason Barry
RE: City of Kent— S. 228th Street Union Pacific Railroad Underground
Utilities
SUBJ: Request for Equitable Adjustment (Quantity Under-Runs/Deleted
Work)
Gentlemen,
Road Construction Northwest, Inc. (RCNW)reviewed what we believe to be the Final Pay Quantities and
Billing on the above project. As expected, our contract work underran its estimated value by
approximately $670,000.00. Of this, $602,952.98 was from bid items that exceeded the 25% decrease
criteria as outlined in 2018 WSDOT Standard Specification section 1-04.6 Variation in Estimated
Quantities or fall under Section 1-09.5 Deleted and Terminated Work.
As you know, RCNW bid this project with certain fixed costs allocated to the job and each bid item. After
project award, City of Kent either deleted or adjusted the amount of much of the contract work.
Additionally, some of the underrun likely resulted from mis-estimated bid quantities in the contract
documents. We discussed this issue at length some months ago with the City and agreed to re-visit this
issue after all quantities were known. We are now returning to the topic as agreed.
Per 2018 WSDOT Standard Specifications Section 1-09.4 Request for Equitable Adjustment, we are
requesting compensation for our 12%fixed overhead costs on those items which were deleted, or which
underran by 25% or more. Please see the attached breakdown.
Total Request for Equitable Adjustment (REA) is$72,354.36. Please note that this amount requested is
only to recover out fixed overhead and home office costs and EXCLUDES any profit we would have
expected to make on these items.
We have enjoyed working with you on this project and look forward to our next opportunity to work with
the City of Kent. Please contact me with any further questions as we close this project out.
Sincerely,
George Tucker
Project Manager
o
2
OTY. OwT 1TOA DIMC1I111014 WD PRICE BIDTOTAL RC NJJ Amount 12R of
ITEM Cutoff Dale-EOM PER krNT AMOUNT TOTAL COmr•lptp lNiderrun tArd411 Yn
Oehadole I-Str►Ol
01-015 20 67Y Rmr UishrWRanforced C1n1 Con,DWIFn-L $3300. 06000 000 000% $660.00 $79.20
01.020 100 Sy R-e Cement Conc.Sde-M $17 00 1.70400 10.66 16,66% $1.416.78. $170.01
f 01-025 350 LF RelrOVe Cenenl Concrele Curb L Gutter S6 00 2100.00 205.00 58.57% $870.00 $104.40
01-030 370 LF Renove Cenenl Concrele Lxlruded Curb $6.00 122000 274,00 74.05°70 $576-00 S69.12
01-050 1220 -LF Saw Cut Fxishng Asdlaa Concrele Pavenom 12.25- 2.7g500 83600 68.52% $064,00 $103.68
01-055 50 LF Saw Cut E-fin Cement Concrete Pavement S0,00 40000 U2 Q00% $400.00 548.00
01.060 250 Cy Roadway 6wval.n Incluon Huo $4S00 11.25000 0.00 0.00% $11 250.00 S7 350.00
01.665 500 TN 111-10arow,N.,Joe.+-'tYaul$Co'7�aclor� $22.00 1100 00 6t,09 12.22%. $965fi.02 $1.158.72
Ot 000 500 IN Gushed Su+fa-Too Course 518 lnah 1-, S45001 22500.00 3206 6-41%1 $21 057.30 $2 526.88
01-095 100 TN HMA Class 112.R;5EV 22 $220.00 44.000D0 47,44 23.72% $33.563,20 $4 027.58
01-125 20 TN Ibt Pans W for Te orar Ravened Palch
I $220 oo 4,40o.o0 0.00 0.00% $4400.00 5528.00
01-205 - 350 LF Cenenl Conc.Curb and Gutle+ $40.00 14.00000 0.00 0.00% $14 000.00 $1.680.00
01 210 370 t F Cem 1 Concrele Lylruded Curb 21100 4,07000 0.00 O.DD% $4.070.00 $488.40.
01-710 1 FA qd)&islinY CB Grate or Cur61nle1 Galt to Fin-rl C aa- I I1000 7SQ90 000 O.DO% $750.00 $90.DO
D1-27D 75 Lr Te„enrar e,'main Liok Ftn�t $E 75 506.25 0.00 0-00% $606.25 $60.75
.12 F k� �r F ,arm Gal,, s 3r, 60140 0.00 0.00% $600.00 $72.00
01-296 7 FA p;F 2Ali1,z;a 53:;p of 60000 0,00 D.00% $600.00 1 $72.00
$123 501 25.
SL h40Y10111.Jot LR111 7lO
03-014 Soo LF Jonl Jbli lrencn'2 Vvdt 7Mr.Ccatn S6S00. 19.500,00 10000 33.33% $13000.00 $1560.00
03-015 30a SY He-[sow 45cltar.C,,- t Faremenl S75.00 "MCLOO 42.DD 14 00% $3.870.00 $464.40
0$-017 550 TN Crushed Sorlacul lop Course.5/8 Inch Mnus $45 0 2475000 157.53 26.64% $17661.15 $2,119.34
03-020 350 TN Sand for Couaul Bedding - $4600 15.750,00 15430 44,09% S8806,50 $1,056.78
D,}tw 51) Cy Comrolled Dens4 FA $155-00 7.750DO 000 0.001Y. $7750.00 $930.00
03-115 70 TN HWA pass 1rz".PG SOV-22 MGM 15.10000 46 SB 68.S1141 $5.152.40 $618.29
0.115S 40CD SF Shodn 4r&fra&cavallon Class B 3,1120 20.80000 19tq.00 47,85% $10847,20 $1.301.66
03-315 25 EA PotholeLtuB;es S700.D0 1150000 700 28-00%6 $12,600.00 $1512,00
175.950.00
,S<heaufe IV.R{01 m Sew4t
04-000 20 LF Cl Storm Sev.arA_ f DAf1CIM 1205.00 S410U.00 14.20 71.00% $1189.00 $14268
04-010 4 1CoAMv Ex alm 12" a-PAsw 60r IOFF SkPllne $1.42500 5,700.00 zoo 50.00% $2 850.00 $342.00
04.013 3 FA Cbfltgt/&47gp 1t' NL y.50$6Fy1i1M R60 0 7800.00 2.00 6 67% $26600.00 a31z.00
Oa-015 600 IF SI+I ne 72 CMP Storm Sewer Roe with l#F Storm Sewer-Class 400.Go Da 1725 DO 4354DOO 00 386.00 54.17% $155.875 00 $19 705.00
04-030 1 FA I IDPE pass 400 Soled Wall Beveled S FMI win Bel W d,60'ID S100D 300 10,30000 000 0.00% S10 300.00 S1 236.00
04-031 1 FA IUI;Class 400 Sop WallSoWS 1a Fhumed E,r 60'li' $20,30000 2030000 600 0.00% $2030000 $2436.00
04- 1 EA HEIR:Class 160-96'DIVH-410'Tall $71 00.00000 71000 0.00 0.00% $71000.00 $8120.00
04-147 147 1 EA Storm Sewer,CUnne,l- $10,000.00 10.000.00 0,00 0.00°k $10.000.00 E7,200.00
04.150 10000 Ste Shot-or Extra Excavation Class B $5.20 52.000O 5284,00 52.84% $24 523,20 S2 942 78
04-170 1500 TN Poe gene Bedd'n St 0 tSEM20(L00
00D00" 635.07 42.34% $0.849.30 $1,037.92
.L4-175 230 TN Crushed Sutfacin To Coulee.518 lrlch Mrrus 145,00 0,00 0.00% $10 350,00 $1 242 00
04.177 t50 CY Onsuaable Fo+a4aIIon ExcavaWn IrlcD+ona Haul gS45 00 00 0.00% S6 750.00 810.00
04-180 $000 IN Bank Run Gravel for Trench BacklO $4.00 1223.62 4.47% $15105.52 E1812.66
04-790 600 TN Petneable Badasl $6200. 80 37 13.39% $32 220.76 $3 866.42
Schedule V-Traffic Control -
05-005 1500 HR D,fflc Conlrul Labor El 0:1 $05.500.00 L 1126.00 75 07%1 $21.318 00 $2.55Q16
05-015 450 HR 7ralhc Control Su ervisor iE2u0 27.80000 259,50 57.67% S71811.00 $1,417,32
05-060 20 FA T p,h BarricadelRoa_ay 6 Pedestda+�j :3so Cm 7.00D OO 12.00 60.00%1 $2 800.00 $336.00
05-080 1000 IF I",ora,y Pavement Marking 100000 0.00% $1000.00 $120.00 yi
E 111.4 0000
Schedule Vl-Declrica'.
06-020 - LF SupPl 8hs1a112 pw Schedule 80 PVC C-clul 1 $6 r5 S140500 0.00 0.009E $1485.00 $178.20
Schedule V0.US C
07-005 250 LF Fther Fabric Fehce won as huo8felmrE $5.50 137500 $0.00 20.00% $1100.00 S132.00
07-010 400 LF lHghVieflah Fence Sys 130"0 0,00 0.00% $1300,00 S156.00
07-015 10 EA Irdet Roleclwn. ,.-...... $100,00 100000 0,00. 0.00% $100000 S120-00
01-020 500 Sy
Slaw Mulch $100 1.50000 _ 0.00 a00% $1 500.00 $180-00
77 030 60 pY LSC Lead $50,00 3 00006 0.00 0.00% $3 000 00 $360.DO
$8 17500
$602,962.96 $72,354,36