HomeMy WebLinkAboutCO 1 CITY OF RENTON G-19-029, Co #1-19
Public Works Department
CONTRACT CHANGE ORDER AGREEMENT
CONTRACT: Kennydale Reservoir-Schedule B CAG 19-029 C.O.# 1
CONTRACTOR: McClure and Sons Inc.
SUMMARY OF PROPOSED CHANGE:
Provide all labor, equipment,subcontracting, bonding, insurance, overhead and profit to complete the
additional work as summarized below and as shown on the contractor's change order proposals.
Change
Order
Proposal Amount with
No. Qty. Description Unit Price 10%sales tax
Lump
5R sum Changes to rebar cage for additional tension load $10,600.77 $11,660.85
Lump
6 sum Revisions to overflow grate $1,423.44 $ 1,565.78
Lump
7 sum Recoring of vaults M5 and M6 to match existing pipes $ 3,067.30 $ 3,374.03
Total this
change order $16,600.66
There are four additional working days added to the contract completion time for this change order.
ORIGINAL CONTRACT AMOUNT CURRENT CONTRACT AMOUNT NET CHANGE CONTRACT
THIS ORDER TOTAL AFTER CHANGE
$5,188,392.00 $5,188,392.00 $16,600.66 $5,204,992.66
SIGNATURES: k
--)17-‘Contractor: ,(lie Date: //7/v-/
Les :, . eside t,Mc��e andSons,Inc.
Project Engineer: �r--t-• Date: "hap
Eric 0 Water Utility Engineer ' 9
Approved By: Date: 14 tali i I
Ro I J.Straka,Utlli Sy ems Director
Approved By: !!(�/ / /�� ��L Date: 2 3 /q
PP /��//////�� ////rr///�/''{,�in/i/st///�rJa�
Greggtimme= n, ubllcW kSA m'nistr'ator
Approved By: Date:
Shane Moloney,Renton CityAttorrl/
\\RV12RFPS02\Depts\PW\File Sys\WTR-Drinking Water Utility\WTR-27-Water Project Files\WTR-27-03956-Kennydale Reservoir Sch
B Reservoir Const\CONTRACT_Constructlon-CAG-19-029\ChangeORDERS\Change Order No.1\Change Order No 1 rev.doc\AG
!!...,,...,.<< CHANGE ORDER PROPOSAL
Kennydale Reservoir Schedule B WTR-27-3956
McClure&Sons Inc.Project No.: 3323 Owner: City of Renton
ChangeDescription:Order Descri tion: DeWitt Construction requests a change g order for changes
es to
rebar cage and dywidag bars to carry the tension load in the(2)
outer rings of the pile that did not account for the correct
tension load in the bid documents and for increasing the
tension test load from 150%(377kips)to 200%(425kips)
Change Order Proposal#: 5R Date: November 1,2019
CCI No. RFI#: ASK#
FO#: FLDR#:
11.03.C.4.a DIRECT LABOR COSTS
Trade Wage Rate Proposed Hours Cost
See Worksheet $ -
$ -
$ -
$ -
$
Labor Cost $
Direct Supervision
Safety
Small Tools&Consumables
Subtotal Direct Labor Cost $
29
11.03.C.4.b DIRECT MATERIAL COSTS
Description Quantity Units Unit Cost Cost
See Wort heet $ $
$ $
$ $
Material Cost $
21%
11.03.C.4.c CONSTRUCTION EQUIPMENT USAGE COSTS
Description Rate Propsed Hours Cost
See Worksheet $ - 0 $ -
$ - 0 $ -
$ - 0 $ - •
Equipment Cost $
21%
DIRECT COST SUMMARY
Subtotal Direct Costs $
OH&P on Direct Costs
11.03.C.4.d PRIME SUBCONTRACTOR'S PROPOSALS
Name Cost
$ 9,464.97
Subcontract Cost $ 9,464.97
OH&P on Subs by the Prime Contractor 12% $ 1,135.80
COST SUMMARY
Subtotal $ 10,600.77 --
Bond and Insurance
TOTAL COST OF PROPOSED ESTIMATE WITHOUT SALES TAX $ 1O EDi--
Cost of delay to contract due to this change may not be included in this proposal,
11/1/2019 Page 1 of 6 McClure and Sons, Inc.
CHANGE ORDER PROPOSAL
but will be accessed at completion of this change order.
Change in time to contract completion: + / - days
11/1/2019 Page 2 of 6 McClure and Sons,Inc.
COP WORKSHEET/BREAKDOWN
Summary of proposed Change Order costs for work performed exclusively by MSI.
Description of work:
DeWitt Construction requests a change order for changes to rebar cage and dywidag
Requested by: Co Proposal #: 5R
Work authorized by: W C D/CPR#: o
Authorization date: R Fl#: o
Proposal Date: November 1, 2019 ASI#: a
FO#: a
Proposal summary
Costs of delay to contract due to this change may not be included in this
proposal, but will be accessed at completion of this Change Order.
DIRECT COST SUMMARY
LABOR LABOR _ABOR LABOR MATERIAL MATERIAL MATERIAL MATERIAL EQUIP EQUIP EQUIP EQUIP
ITEM DESCRIPTION HOURS UNIT RATE TOTAL QTY UNIT UNIT COST TOTAL QTY UNIT RATE TOTAL
TOTALS 0 $ - $ - $0.00 b -
11 1/201 g Page 3 of 6 McClure and Sons,Inc.
7-- « LABOR RATES
PROJECT: Kennydale Reservoir
BID DATE: 03/05/19
BASE FRINGE PAYROLL TOTAL
CRAFT TOTAL WAGE RATE RATE SICK TIME TAX L&I WAGE RATE
'General Foreman Carpenter 5 66.80 51.79 $ 15.01 $ 1.29 $ 6.20 $ 3.43 $ 77.72
Foreman Carpenter $ 64.55 $ 49.54 $ _ 15.01 $ 1.25 $ 5.93 $ 3.43 $ 75.16
Carpenter- Group 1 $ 60.04 _$ 45.03 $ 15.01 $ 1.16 $ 5.39 $ 3.43 $ 70.02
Operator- 30-50T $ 64.83 $ 48.63 $ 16.20 $ 1.25 $ 5.83 $ 3.43 $ 75.34
Operator- Forklift 3000 lbs $ 63.76 $ 47.82 $ 15.94 $ 1.23 $ 5.73 $ 3.43 $ 74.15
General Labor- Group 1 $ 48.90 $ 36.68 $ 12.22 $ 0.94 $ 4.39 $ 3.43 $ 57.67
Pipelayer $ 49.81 $ 37.36 $ 12.45 $ 0.96 $ 4.48 $ 3.43 $ 58.68
Cement Mason $ 60.07 $ 45.06 $ 15.01 $ 1.16 $ 5.40 $ 3.43 $ 70.06
Ironworker $ 69.28 $ 51.96 $ 17.32 $ 1.34 $ 6.22 $ 3.43 $ 80.27
Plumber/ Pipefitter $ 85.69 $ 64.27 $ 21.42 $ 1.65 $ 7.70 $ 3.43 $ 98.47
PAYROLL TAXES: 11.98%
FICA 7.65%
FUTA 0.60%
SUTA 3.71%
SICK 0.0193
11/1/2019 Page 4 of 6 McClure and Sons, Inc.
EQUIPMENT RATES
' II
Rental Equipment Bare for MSI Owned Equipment Only
Does not include delivery,return,fuel,operator,markups,operating cost or rental equipment.
Hourly Rate
Pumps
44,000 gph $18.50,
125,000 gph $28.60
25' Hose $2.00
1-Ton Truck $18.50
Water Truck $28.16
Dump Truck 10yd $54.14
Marooka Dump Track $59.67
Tractor $30.00
580 Backhoe $34.51
345/992 Excavator $154.00
330 Excavator $130.00
200 Excavator $79.30
312 Excavator $56.00
Mini Excavator $28.00
Bucket Thumb $15.85
Hoepak $17.00
Boom Truck $15.67
Grout Pump $44.56
Drill Motor(APE or equal) $86.54
Leads (110+) $13.96
Auger(90') $15.00
Pickup (360) S19.93
Forklift S35.00
Dozer D-5 N LGHP $51.85
Komatsu D39PX-21 $48.00
Crane 70 Ton Lattice $197.90
Crane Grove RT750 $120.38
Crane P&H 40 $113.60
Crane Grove RT58E $77.00
Boom Extensions $5.00
6000 lb rough terrain fork lift $33.81
10,000 lb rough terrain fork lift $46.59
Sheep Foot Compactor $76.00
Trench Compactor $32.00
Roller $81.00
Skid Steer $22.00
Loader $48.00
Generator 175kw $33.50
Jumping Jack $11.50
11/1/2019 Page 5 of 6 McClure and Sons, Inc.
CHANGE ORDER PROPOSAL
mccuL 1&SONS.IN( FOR CONTRACT TIME EXTENSION
McClure & Sons Inc. Project No.: 3323 Owner No:
Change Order Description: DeWitt Construction requests a change order for changes
to rebar cage and dywidag bars to carry the tension load in
Change Order Proposal #: 5R Date: November 1, 2019
WCD / CPR#: 0 RFI #: 0 ASI# 0
McClure and Sons, Inc. submits that due to no fault, act or omission on the part of
McClure and Sons, Inc. the work and circumstances involved with above Change
Order were effected by the conditions and sole actions of the Owner and/or Owners
Representative. McClure and Sons, Inc. further submits that the above change was
the sole cause of the time extension impact and could not have been avoided by any
reasonable means. McClure and Sons, Inc. has made all reasonable efforts to prevent
and mitigate the effects of the delay but herein requests a Contract Time Extension
due to the following:
1. The delay was caused by the Owner and was of an unknown scope at the time the delay arose.
2. The Owner required the Contractor to address the additional work by WCD which directly impacted
the Contractor's capability to perform the original work. In particular, due to the nature of the above
work the Contractor was unable to concurrently perform originally contracted work in this structure.
Consequently the Contractor was unable to resequence or reorganize the work such that the CPM
and Project cash flow would remain unaffected.
3. This delay, as substantiated by supporting documentation, did effect the CPM and in particular the
work on this structure and thereby negatively effected the timely completion of Work under the
Contract or timely completion of a portion of the Work for which time of completion was specified.
4. The additional work will prevent McClure and Sons, Inc. from completing the Project within the
current Contract completion date.
Cost of delayto contract due to this change maynot be included in this proposal,
III
g p p
but will be accessed at completion of this change order.
Price good for 30 days.
Change in time to contract completion: + / . o days
11/1/2019 Page 6 of 6 McClure and Sons, Inc.
PMB 201
13023 NE Hwy.99.Ste 7
Vancouver,WA 98686
13909 NE 10th Avenue
Vancouver,WA 98685
(360)576-8755 Office
(800)952-8808 PILEDRIVING SHORING AUGER(AST DRILLING
(360)574-8599 Fax
I www.dewittconst.corn
DeWITT
CONSTRUCTION.INC.
11/1/19
DeWitt Construction Change Order Request#1
DeWitt Constructions requests a change order for changes to rebar cage and Dywidag bars to carry the
tension load in the (2) outer rings of pile that did not account for the correct tension load in the bid
documents, and for increasing the Tension test load from 150% (377Kips)to 200% (425Kips)
Dywidag Quote: CQ162139 $36,600.00
K&M Quote: JM19275 Rev 2 $67,240.00
$103,540.00
K&M Quote:JM19115 (original) $100,925.00
Total for Dywidag to accommodate Tension Load $2,615.00
Re-calibrate Load Cell for 425Kips, Invoice to follow $554.00
120LF of 2 %" GR150 Dywidag @ $26.SOLF $3,180.00
(2)2 '/z" Dywidag Couplers @ $83.65each $167.30
(4) 2 %" Dywidag Nuts @ $71,25each $285.00
Trucking from Vancouver, WA to Jobsite A&P Invoice#434507 $701.50
Labor, 5 Hours to reconfigure Test Frame to Higher Load
(1)Pile Buck Foreman 5 Hours @ $78.03Hr $390.15
(3) Pile Bucks 15 Hours @ $73.37Hr $1,100.55
Equipment, 5 Hours to reconfigure Test Frame to Higher Load
5 Hrs 100 Ton Crane at$269.60Hour(Blue Book Rates including operating costs) $1,348.00
5 Hrs Pettibone Super 20 Forklift at$197.15Hour $988.75
5 Hrs 400AMP Welder at$12.80Hour $64.00
5 Hrs Oxy/Acy Torch at $.60HR $3.00
Subtotal $11,397.25
10% Overhead S1,139.72
$12,536.97
City of Renton Charges ($3,072.00)
Total Change Order Request $9,464.97
'—" CHANGE ORDER PROPOSAL
Kennydale Reservoir Schedule B WTR-27-3956
McClure&Sons Inc.Project No.: 3323 Owner: City of Renton
, Response to RFI No.5 revise grating per Titan attached quote.
Change Order Proposal#: 6 Date: October 23,2019
CCI No. RFI#: ASK#
FO#: FLDR#:
11.03.C.4.a DIRECT LABOR COSTS
Trade Wage Rate Proposed Hours Cost
See Worksheet $ -
.St
Labor Cost $
Direct Supervision
Safety
Small Tools&Consumables
Subtotal Direct Labor Cost $
29%
11.03.C.4.b DIRECT MATERIAL COSTS
Description Quantity Units Unit Cost Cost
`See Worksheet $ - $ -
$ - $
$ - $
�• .�., ..�, $ - $ -
Material Cost S
21%
11.03.C.4.c CONSTRUCTION EQUIPMENT USAGE COSTS
Description Rate Propsed Hours Cost
See Worksheet $ - 0 $ -
$ - 0 $
$ - 0 $ -
Equipment Cost $
21
DIRECT COST SUMMARY
Subtotal Direct Costs $OH&P on Direct Costs
11.03.C.4.d PRIME SUBCONTRACTORS PROPOSALS
Name Cost
$ 1,270.93
Subcontract Cost $ 1,270.93
OH&P on Subs by the Prime Contractor 12% $ 152.51
COST SUMMARY
Subtotal $ 1,423.44 '
Bond and Insurance
TOTAL COST OF PROPOSED ESTIMATE WITHOUT SALES TAX $ 1,42a
Cost of delay to contract due to this change may not be included in this proposal,
but will be accessed at completion of this change order.
Change in time to contract completion: + / - _ days
10/23/2019 Page 1 of 5 McClure and Sons, Inc.
_.. iwir.....
COP WORKSHEET/BREAKDOWN
Summary of proposed Change Order costs for work performed exclusively by MSI.
Description of work:
Response to RFI No.5 revise grating per Titan attached quote.
Requested by: CO Proposal #: 6
Work authorized by: WCD/CPR#: o
Authorization date: RFI#: 0
Proposal Date: October 23,2019 ASI#: o
FO#: 0
Proposal summary
Costs of delay to contract due to this change may not be included in this
proposal,but will be accessed at completion of this Change Order.
DIRECT COST SUMMARY
LABOR LABOR LABOR LABOR MATERIAL MATERIAL MATERIAL MATERIAL EQUIP EQUIP EQUIP EQUIP
ITEM DESCRIPTION HOURS UNIT RATE TOTAL QTY UNIT UNIT COST TOTAL QTY UNIT RATE TOTAL
TOTALS 0 $ $ - $0.00 S
10/23/2019 Page 2 of 5 McClure and Sons,Inc.
r - LABOR RATES
Mcl'IVaf F t(l14).1NC.
PROJECT: Kennydale Reservoir
BID DATE: 03/05/19
BASE FRINGE PAYROLL TOTAL
CRAFT TOTAL WAGE RATE RATE SICK TIME TAX L&I WAGE RATE
General Foreman Carpenter 5 66.80 $ 51.79 $ 15.01 $ 1.29 $ _ 6.20 $ 3.43 $ 77.72
Foreman Carpenter S 64.55 $ 49.54 $ 15.01 $ 1.25 $ 5.93 $ 3.43 $ 75.16
Carpenter- Group 1 $ 60.04 $ 45.03 E $ 15.01 $ 1.16 $ 5.39 $ 3.43 $ 70.02
Operator- 30-50T $ 64.83 $ 48.63 $ 16.20 $ 1.25 $ 5.83 $ 3.43 $ 75.34
Operator- Forklift 3000 lbs $ 63.76 $ 47.82 $ 15.94 S 1.23 $ 5.73 $ 3.43 $ 74.15
General Labor- Group 1 $ 48.90 $ 36.68 $ 12.22 $ 0.94 $ 4.39 $ 3.43 $ 57.67
Pipelayer $ 49.81 $ 37.36 5 12.45 $ 0.96 $ 4.48 $ 3.43 $ 58.68
Cement Mason $ 60.07 $ 45.06 i $ 15.01 $ 1.16 $ 5.40 $ 3.43 $ 70.06
Ironworker $ 69.28 $ 51.96 ! $ 17.32 $ 1.34 $ 6.22 $ 3.43 $ 80.27
Plumber/ Pipefitter $ 85.69 $ - 64.27 i $ 21.42 $ 1.65 $ 7.70 $ 3.43 $ 98.47
PAYROLL TAXES: 11.98%
FICA 7.65%
FUTA 0.60%
SUTA 3.71%
SICK 0.0193
10/23/2019 Page 3 of 5 McClure and Sons, Inc.
EQUIPMENT RATES
Rental Equipment Bare for MSI Owned Equipment Only
Does not include delivery,return,fuel,operator,markups,operating cost or rental equipment.
Hourly Rate _
Pumps
44,000 gph $18.50
125,000 gph $28.60
25' Hose $2.00
1-Ton Truck $18.50
Water Truck $28.16
Dump Truck 10yd $54.14
Marooka Dump Track $59.67
Tractor $30.00
580 Backhoe $34.51
345/992 Excavator $154.00
330 Excavator $130.00
200 Excavator $79.30
312 Excavator $56.00
Mini Excavator $28.00
Bucket Thumb $15.85
Hoepak $17.00
Boom Truck $15.67
Grout Pump $44.56
Drill_M_otor (APE or equal) $86.54
ead Ls (110+) $13.96
Auger (90') $15.00
Pickup (360) $19.93
Forklift $35.00
Dozer D-5 N LGHP $51.85
Komatsu D39PX-21 $48.00
Crane 70 Ton Lattice $197.90
Crane Grove RT750 $120.38
Crane P&H 40 $113.60
Crane Grove RT58E $77.00
Boom Extensions $5.00
6000 lb rough terrain fork lift $33.81
10,000 lb rough terrain fork lift $46.59
Sheep Foot Compactor $76.00
Trench Compactor $32.00
Roller $81.00
Skid Steer $22.00
Loader $48.00
Generator 175kw $33.50
Jumping Jack $11.50
10/23/2019 Page 4 of 5 McClure and Sons, Inc.
CHANGE ORDER PROPOSAL
MC WO SONS.NC. FOR CONTRACT TIME EXTENSION
McClure & Sons Inc. Project No.: 3323 Owner No:
Change Order Description: Response to RFI No. 5 revise grating per Titan attached
quote.
Change Order Proposal #: 6 Date: October 23, 2019
WCD / CPR#: 0 RFI #: 0 ASI# 0
McClure and Sons, Inc. submits that due to no fault, act or omission on the part of
McClure and Sons, Inc. the work and circumstances involved with above Change
Order were effected by the conditions and sole actions of the Owner and/or Owners
Representative. McClure and Sons, Inc. further submits that the above change was
the sole cause of the time extension impact and could not have been avoided by any
reasonable means. McClure and Sons, Inc. has made all reasonable efforts to prevent
and mitigate the effects of the delay but herein requests a Contract Time Extension
due to the following:
1. The delay was caused by the Owner and was of an unknown scope at the time the delay arose.
2. The Owner required the Contractor to address the additional work by WCD which directly impacted
the Contractor's capability to perform the original work. In particular, due to the nature of the above
work the Contractor was unable to concurrently perform originally contracted work in this structure.
Consequently the Contractor was unable to resequence or reorganize the work such that the CPM
and Project cash flow would remain unaffected.
3. This delay, as substantiated by supporting documentation, did effect the CPM and in particular the
work on this structure and thereby negatively effected the timely completion of Work under the
Contract or timely completion of a portion of the Work for which time of completion was specified.
4. The additional work will prevent McClure and Sons, Inc. from completing the Project within the
current Contract completion date.
Cost of delay to contract due to this change may not be included in this proposal,
but will be accessed at completion of this change order.
Price good for 30 days.
Change in time to contract completion: ,' - o days
10/23/2019 Page 5 of 5 McClure and Sons, Inc.
PROJECT:KENNYDALE RESERVOIR-CITY OF RENTON Date Pricing Compiled: 10/23/2019
CONTRACT WITH. MSI-McClure&Sons,Inc.(Prime to CoRenton) Date Work Performed: N/A
WORK DESCRIPTION: Owner response to project RFI#005 provided additional information regarding the 48'diameter slotted grate that is located al the lop of the air- Change or Issue
gap/dechior manhole.At the time of bid there was no information within the project documents that would have allowed for a proper budget allowance for this item.As such, Tracking#:
TITAN had assumed a budget of$1,000 for this item at time of bid.As shown in the below Core and Main quote,the grate that TITAN has been directed to provide exceeds CE-002A 1 RFI A5
our budget for this item.TITAN is seeking compensation for the difference between what was reasonably assumed at bid time vs the actual cost resulting from the response Added Contract
to this RFI.REVISION CF002A NOTES:Jon V's 10/24/19 1041AM email directed use of square yetow plastic grating pictured below Days Requested:
0
LABOR COST HOURS RATE/HR TOTAL
CLASSIFICATION REG. O.T. DT Swing Night REG. OT DT Swing Night COST
TOTAL LABOR COST EQUIPMENT COSTS HOURS RATE TOTAL
DESCRIPTION/CLASSIFICATION UTILIZED STANDBY UTILIZED STANDBY COST
TOTAL EQUIPMENT COST -
MATERIAL,RENTAL,DISPOSAL AND SERVICES TOTAL
DESCRIPTION QTY: UNITS: f/UNIT: COST
TITAN budget for grate based on information available al bid time 1.00 LS 1.00i0 00) (1,000
Cost for plastic grate per Jon Varriano's 10/24/19 10.41AM email(See AMWF quote below) 1 00 LS 1.754 0: 1,754 00
Associated freight for special order item 1.00 I S 200 00 200.00
TOTAL MATERIALS,RENTAL AND DISPOSAL 954.00
DIRECT SUBCONTRACTORS/OTHER TOTAL
DESCRIPTION QTY: UNITS: UNIT PRICE COST
TOTAL SUBCONTRACTOR COST DIRECT REIMBURSEMENT ADDITIONS/CREDITS TOTAL
DESCRIPTION QTY: UNITS: UNIT PRICE COST
TOTAL OTHER COST LABOR-TOTAL DIRECT COST LABOR MARKUP 29.0%
EQUIPMENT-TOTAL DIRECT COST
EQUIPMENT MARKUP 21.0%
MATERIALS/DISPOSAL-TOTAL DIRECT COST !i54 co
USE/SALES TAX ON PERMANENT MATERIALS(if not identified above) 10.10% 96 35
MATERIALS/DISPOSAL/SERVICES MARK UP 21.0% 220 St
SUBCONTRACTOR/OTHER-TOTAL DIRECT COST SUBCONTRACTOR/OTHER MARKUP 12.0%
DIRECT REIMBURSEMENT ADDITIONS I CREDIT-TOTAL DIRECT COST
DIRECT REIMBURSEMENT ADDITIONS/CREDITS MARKUP(B&O taxes/etc.) 1.0%
GRAND TOTAL $ 1.270.93
From:AMWF<amwf@tds.net>
Sent: Wednesday, October 23, 2019 12:31 PM
To: Chris Pierce<chrispierce2001@hotmail.com>
Subject: Re: FW: FW: Kennydale Grate RFP
Sorry,yes (2) pieces 30" x 60" and (12)total SS Clips, (3) clips each end with SS Drop in Anchors and SS
Bolts&Washers. Updated cost$ 1,754.00.
On 10/23/2019 12:01 PM, Chris Pierce wrote:
Your drawing shows two 30" x 60" sections, but we can cut to size in the field if needed. You'll provide
hold down clips as well?When released for production, the PO#will be 1930.
From:AMWF<amwf@tds.net>
Sent: Wednesday, October 23, 2019 11:55 AM
To: Chris Pierce <chrispierce2001@hotmail.com>
Subject: Re: FW: FW: Kennydale Grate RFP
Hi Chris, please confirm 3'wide x 60" long each for the grating and what PO#? I'm ready to order the
material but waiting on updated pricing.They said there was an increase in October.
On 10/22/2019 4:35 PM, Chris Pierce wrote:
See below and attached...
I
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Note;A etal Welding and Fabrication/MHRA Inc.does not haven Engineer on staff and therefore can only after general ideas.Any fabricated [wroth Wirt Down Media 141 earn
part describe ere must be reviewed and either approved or changed as needed by a qualified Engineer before fabrication.
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CHANGE ORDER PROPOSAL
Kennydale Reservoir Schedule B WTR-27-3956
McClure&Sons Inc.Project No.: 3323 Owner: City of Renton
Change Order Description: Re-Coring M5 vault to match M6 vault elevations.Per Tital
description on change order
Change Order Proposal#: 7 Date: October 31,2019
CCI No. RFI#: ASK#
FO#: FLDR#:
11.03.C.4.a DIRECT LABOR COSTS
Trade Wage Rate Proposed Hours Cost
See Worksheet 0 $ -
$
$
Labor Cost $
Direct Supervision
Safety
Small Tools&Consumables
Subtotal Direct Labor Cost $
29%
11.03.C.4.b DIRECT MATERIAL COSTS
Description Quantity Units Unit Cost Cost
See Worm"sfieet $ - $ -
$ - $
$ - $
$ - $
Material Cost S
21%
11.03.C.4.c CONSTRUCTION EQUIPMENT USAGE COSTS
Description Rate Propsed Hours Cost
See Worksheet $ 0 $ -
$ 0 $ -
$ 0 $ -
Equipment Cost $
21%
DIRECT COST SUMMARY
Subtotal Direct Costs $
OH&P on Direct Costs
11.03.C.4.d PRIME SUBCONTRACTOR'S PROPOSALS
Name Cost
$ 2,738.66
Subcontract Cost $ 2,738.66
OH&P on Subs by the Prime Contractor 12% $ 328.64
COST SUMMARY
Subtotal $ 3,067.30 �---
Bond and Insurance
TOTAL COST OF PROPOSED ESTIMATE WITHOUT SALES TAX $---3,067 -
Cost of delay to contract due to this change may not be included in this proposal,
but will be accessed at completion of this change order.
Change in time to contract completion: + 4 days
10/31/2019 Page 1 of 5 McClure and Sons, Inc.
COP WORKSHEET/BREAKDOWN
Summary of proposed Change Order costs for work performed exclusively by MSI.
Description of work:
Re-Coring M5 vault to match M6 vault elevations. Per Tital description on change orc
Requested by: CO Proposal #: 7
Work authorized by: W CD/C P R#: 0
Authorization date: RFI#: 0
Proposal Date: October 31, 2019 ASI#: o
FO#: 0
Proposal summary
Costs of delay to contract due to this change may not be included in this
proposal, but will be accessed at completion of this Change Order.
DIRECT COST SUMMARY
LABOR LABOR LABOR LABOR MATERIAL MATERIAL MATERIAL MATERIAL EQUIP EQUIP EQUIP EQUIP
ITEM DESCRIPTION HOURS UNIT RATE TOTAL QTY UNIT UNIT COST TOTAL QTY UNIT RATE TOTAL
TOTALS 0 $ - $ - $0.00 $
10/31/2019 Page 2 of 5 McClure and Sons, Inc.
-- LABOR RATES
1/
Mt-'t iirtt A kN,.Nt..
PROJECT: Kennydale Reservoir
BID DATE: 03/05/19
BASE FRINGE PAYROLL TOTAL
CRAFT TOTAL WAGE RATE RATE SICK TIME TAX L&I WAGE RATE
General Foreman Carpenter $ 66.80 $ 51.79 S 15.01 $ 1.29 $ 6.20 $ 3.43 $ 77.72
Foreman Carpenter $ 64.55 $ 49.54 $ 15.01 $ 1.25 1 $ 5.93 $ 3.43 $ 75.16
Carpenter- Group 1 $ 60.04 $_ 45.03 $ 15.01 $ 1.16 $ 5.39 $ 3.43 $ 70.02
Operator- 30-50T $ 64.83 $ 48.63 $ 16.20 $ 1.25 $ 5.83 $ 3.43 $ 75.34
Operator- Forklift 3000 lbs $ 63.76 $ 47.82 $ 15.94 $ 1.23 $ 5.73 $ 3.43 $ 74.15
General Labor- Group 1 $ 48.90 $ 36.68 $ 12.22 $ 0.94 $ 4.39 $ 3.43 $ 57.67
Pipelayer $ 49.81 $ 37.36 $ 12.45 $ 0.96 $ 4.48 I $ 3.43 $ 58.68
Cement Mason $ 60.07 $ 45.06 $ 15.01 $ 1.16 $ 5.40 $ 3.43 $ 70.06
Ironworker $ 69.28 _$ 51.96 $ 17.32 $ 1.34 $ 6.22 $ 3.43 $ 80.27
Plumber/ Pipefitter $ 85.69 $ 64.27 ; $ 21.42 $ 1.65 $ 7.70 $ 3.43 $ 98.47
PAYROLL TAXES: 11.98%
FICA 7.65%
FUTA 0.60%
SUTA 3.71%
SICK 0.0193
10/31/2019 Page 3 of 5 McClure and Sons, Inc.
EQUIPMENT RATES
MC•WRk SONS.NC.
Rental Equipment Bare for MSI Owned Equipment Only
Does not include delivery,return,fuel,operator,markups,operating cost or rental equipment.
Hourly Rate
Pumps
44,000 gph $18.50
125,000 gph $28.60
25' Hose $2.00
1-Ton Truck $18.50
Water Truck $28.16
Dump Truck 10yd $54.14
Marooka Dump Track $59.67
Tractor $30.00
580 Backhoe $34.51
345/992 Excavator $154.00
330 Excavator $130.00
200 Excavator $79.30
312 Excavator $56.00
Mini Excavator $28.00
Bucket Thumb $15.85
Hoepak $17.00
Boom Truck $15.67
Grout Pump $44.56
Drill Motor(APE or equal) $86.54
Leads (110+) $13.96
Auger(90') $15.00
Pickup (360) $19.93
Forklift $35.00
Dozer D-5 N LGHP S51.85
Komatsu D39PX-21 $48.00
Crane 70 Ton Lattice $197.90
Crane Grove RT750 $120.38
Crane P&H 40 $113.60
Crane Grove RT58E $77.00
Boom Extensions $5.00
6000 lb rough terrain fork lift $33.81
10,000 lb rough terrain fork lift $46.59
Sheep Foot Compactor $76.00
Trench Compactor $32.00
Roller $81.00
Skid Steer $22.00
Loader $48.00
Generator 175kw $33.50
Jumping Jack $11.50
10/31/2019 Page 4 of 5 McClure and Sons, Inc.
CHANGE ORDER PROPOSAL
MC %0NS.NC-. FOR CONTRACT TIME EXTENSION
McClure & Sons Inc. Project No.: 3323 Owner No:
Change Order Description: Re-Coring M5 vault to match M6 vault elevations. Per Tital
description on change order
Change Order Proposal #: 7 Date: October 31, 2019
WCD/ CPR#: 0 RFI #: 0 ASI# 0
McClure and Sons, Inc. submits that due to no fault, act or omission on the part of
McClure and Sons, Inc. the work and circumstances involved with above Change
Order were effected by the conditions and sole actions of the Owner and/or Owners
Representative. McClure and Sons, Inc. further submits that the above change was
the sole cause of the time extension impact and could not have been avoided by any
reasonable means. McClure and Sons, Inc. has made all reasonable efforts to prevent
and mitigate the effects of the delay but herein requests a Contract Time Extension
due to the following:
1. The delay was caused by the Owner and was of an unknown scope at the time the delay arose.
2. The Owner required the Contractor to address the additional work by WCD which directly impacted
the Contractor's capability to perform the original work. In particular, due to the nature of the above
work the Contractor was unable to concurrently perform originally contracted work in this structure.
Consequently the Contractor was unable to resequence or reorganize the work such that the CPM
and Project cash flow would remain unaffected.
3. This delay, as substantiated by supporting documentation, did effect the CPM and in particular the
work on this structure and thereby negatively effected the timely completion of Work under the
Contract or timely completion of a portion of the Work for which time of completion was specified.
4. The additional work will prevent McClure and Sons, Inc. from completing the Project within the
current Contract completion date.
Cost of delay to contract due to this change may not be included in this proposal,
but will be accessed at completion of this change order.
Price good for 30 days.
Change in time to contract completion: + / - 4 days
10/31/2019 Page 5 of 5 McClure and Sons, Inc.
-T�3 t, L
PROJECT:KENNYDALE RESERVOIR-CITY OF RENTON Date Pricing Compiled: 1 0/3112 01 9
CONTRACT WITH:MSI-McClure&Sons,Inc.(Prime to CoRenton) Date Work Performed: 9/25&10/01
WORK DESCRIPTION:9/24-All City on-site re-coring M5 vault to match MO vault elevations.Plans called out for floor elevations that werenot the same.M5 had a Change or Issue
floor elevation of 208.60,where as M6 had a floor elevation of 208.90.There was not enough room to make the run from M5 to M6.10/1-Re-core holes in vault M5 on Tracking#:
South end 1 ea.20"core and 1 ea.14"core.New coring required 1 hour additional labor and 2 bags of fast patch material in order to fill the void between the pipe and CE-008
the origional cores. Added Contract
Days Requested:
N/A
LABOR COST HOURS RATE/HR TOTAL
CLASSIFICATION REG. O.T. DT Swing ' Night REG. OT DT Swing Night COST
OPERATOR(G2) 1.00 81.04 107.92 134.81 - - 81(14
LABORER(GrdChkr-G5) 1 00 66.35 90.48 114 60 - . 66 35
TOTAL LABOR COST 147.39
EQUIPMENT COSTS HOURS RATE TOTAL
DESCRIPTION/CLASSIFICATION UTILIZEDISTANDBY UTILIZED I STANDBY COST
TOTAL EQUIPMENT COST -
MATERIAL,RENTAL,DISPOSAL,AND SERVICES TOTAL
DESCRIPTION QTY: UNITS: 5/UNIT: COST
Basalhe Fast Patch I 2.00 FA 25.00 511.00
TOTAL MATERIALS,RENTAL AND DISPOSAL 50.00
DIRECT SUBCONTRACTORS/OTHER TOTAL
DESCRIPTION QTY: UNITS: UNIT PRICE COST
All City Sawing and Drilling Invoice#14860 1.00 LS 776.00 776.00
All City Sawing and Drilling Invoice#14833 1.00 LS 1,440.00 1 440 01)
TOTAL SUBCONTRACTOR COST 2.216.00
DIRECT REIMBURSEMENT ADDITIONS/CREDITS TOTAL
DESCRIPTION I QTY: I UNITS: I UNIT PRICE COST
TOTAL OTHER COST -
LABOR-TOTAL DIRECT COST 147.39
LABOR MARKUP 29.0% 42.74
EQUIPMENT-TOTAL DIRECT COST -
EQUIPMENT MARKUP 21.0% -
MATERIALS/DISPOSAL-TOTAL DIRECT COST 50.00
USE/SALES TAX ON PERMANENT MATERIALS(if not identified above) 10.10% 5.05
MATERIALS/DISPOSAL/SERVICES MARK UP 21.0% 11.56
SUBCONTRACTOR/OTHER-TOTAL DIRECT COST 2.216.00
SUBCONTRACTOR/OTHER MARKUP 12.0% 265.92
DIRECT REIMBURSEMENT ADDITIONS/CREDIT-TOTAL DIRECT COST -
DIRECT REIMBURSEMENT ADDITIONS/CREDITS MARKUP(B&O taxes/etc.) 1.0% -
GRAND TOTAL $ 2,738.66
_A DEMOLITION
EARTHWORK FIELD RESOURCE TRACKING SHEET
-7.—i . -• L.A.,as ii— UTILITIES
Customer: Date: Job#: Tracking #:
0/2/C Cl/i-,,,-,e.— •kf-- S—c-7?-S • 1 --e..)Y'l 9 /13 o _ of-/4-/Z,0
, )
Project:
dt4 "-e/g/ i.,//1;Employes On On Project: Class: Hours: Description of Work/Comments:
44///' ,,,, • - f "fi 'l 1.-e_,00
't")---7(3---I ii}/y I-4 /1-.-',Ani,./4,—/77-
,---iii--/cY--- ./0.- 7`;;,---e--)1.V.Ze-e----ei-7 1;11. ."'1:\.)
3-el-Ai
,,
,2.cs O'z> I/-2-7 . . / k 4-Jived
-,-7 e
7-0 j
Equipment On Project: #: Hours:
4?// el 2-:;iA*6. ;1/4Z)/
Materials,Trucking, Subs, Other: Qty: Units:
"97/ --C.—.1, 4..--;Ti. •-7,-"c1
(Circle Appl.) Steel sheets? Shoring? Temp Fence?
Pumps? Traffic Devices? Confine, pace Kit?
TITAN coring or cutting? Exc-7iVe admin. effort?
Owner's Representative Signature: Date: TITAN Earth r n„ ire: Date:
,--7,-----. ,--;_,,5 .•'.--;//.-,:,
White- Office Job File / Yellow - Foreman / Pink- Customer
TITAN Earthwork,LLC at 1585 Valentine Ave SE, Pacific,WA 98047
Phone 206-325-3004 Fax 888-325-3004
DEMOLITION
EARTHWORK FIELD RESOURCE TRACKING SHEET
.7. `. . l'-„. - , L►1.`J,a— UTILITIES
Customer: Date: Job#: Tracking #:
/7C(/V/( 1- So?v i o-/-/ ' /`j /c.,-,-/ -2-
Project: 4,./12
. c/ � N 1 j '/D i1
Employee 7On Project: Class: Hours: Description of Work/Comments:
f,//�
Equipment On Project: #: Hours:
Materials,Trucking, Subs, Other: Qty: Units:
r
7// Ci Setrt:/44 ... ../i/ 1-/-;: -/V #.).i 2, -7 7
(Circle Appl.) Steel sheets? Shoring? Temp Fence?
Pumps? Traffic Devices? Confine Space Kit?
TITAN coring or cutting? Exce ve admin. effort?
7) Owner's Representative Signature: Date: TITAN atth or na ar . Date:
7 , ,,, ---____ /d--'/—/,
White- Office Job File / Yellow- Foreman / Pink- Customer
TITAN Earthwork,LLC at 1585 Valentine Ave SE, Pacific,WA 98047
Phone 206-325-3004 Fax 888-325-3004
ALL CITY SAWING AND DRILLING,LLC 1673005)
PO BOX 7118 Invoice
COVINGTON,WA 98042
(888)939-1717 allcitycuts4u@live.com Date Invoice#
(253)639-1717 FAX #(253)639-5199
9/25/2019 14833
Bill To:
TITAN EARTHWORK,LLC
1585 VALENTINE AVE SE
PACIFIC,WA 98047
DAILY TICKET# JOB NUMBER TERMS DUE DATE WORK DATE JOBSITE
21271,21272 1930 DUE ON RECEIPT 9/25/2019 9/25/2019 RENTON
Description Amount
DAILY TICKET#21271
09/24/2019
CORE DRILLING
1 -20"X 6"CONCRETE VAULT 420.00
1 - 14"X 6"CONCRETE VAULT 300.00
STAND BY- 1/2 HOUR TO ACCESS VAULT 60.00
PICK UP&DROP OFF OF SPECIAL EQUIPMENT AT SHOP- 14"&20"BITS
DAILY TICKET#21272
09/25/2019
WALL SAWING
1 - 12'X 12"CONCRETE VAULT LID 540.00
1 -6'X 12"CONCRETE VAULT LID
CHAIN SAWING:4- 12"CONCRETE END CUTS 120.00
TRUCK WATER
TRUCK POWER
Received
OCT 042019
1404 N 30TH ST RENTON
CONTACT:TRAVIS TITAN Earthwork, LW
JOB#1930
Subtotal $1,440.00
We appreciate your business! Sales Tax (0.0%) $0.00
Total $1,440.00
1.5%PER MONTH ON PAST DUE ACCOUNTS
AUTOMATIC LIEN FILED IN 80 DAYS
ALL CITY SAWING AND DRILLING,LLC ) pj(S)
PO BOX 7118 Invoice
COVINGTON,WA 98042
(888)939-1717 allcitycuts4u@1ive.com Date Invoice#
(253)639-1717 FAX #(253)639-5199
10/1/2019 14860
Bill To:
TITAN EARTHWORK,LLC
1585 VALENTINE AVE SE
PACIFIC,WA 98047
DAILY TICKET# JOB NUMBER TERMS DUE DATE WORK DATE JOBSITE
21277,21278 1930 DUE ON RECEIPT 10/1/2019 10/1/2019 RENTON
Description Amount
DAILY TICKET#21277
10/01/2019
CORE DRILLING-TWO VAULTS
1 -20"X 5"CONCRETE VAULT WALL 420.00
1 - 14"X 5"CONCRETE VAULT WALL 300.00
PICK UP&DROP OFF OF SPECIAL EQUIPMENT- 14"&20"BITS
DAILY TICKET#21278
10/01/2019
CORE DRILLING
-4"X 10"CONCRETE VAULT WALL 56.00
Received
OCT 1 4 2019
(TAN Earthwork, LLC
1404 N 30TH ST RENTON
CONTACT:NEILS
JOB#1930
Subtotal $776.00
We appreciate your business! Sales Tax (0.0%) moo
Total $776.00
1.5%PER MONTH ON PAST DUE ACCOUNTS
AUTOMATIC LIEN FILED IN 80 DAYS
I '
BASALITE® FAST PATCH
111111111e Concrete Products, ULC
FAST SET CONCRETE PATCH
DESCRIPTION: FAST PATCH is a sanded, cement-based,fast- Test Method Trowellable
setting concrete patch. FAST PATCH is formulated to set in fif- Flow ASTM C 928 50-100%
teen minutes and gain strength rapidly. It will not slump,allow-
ing for application without formwork. Compressive ASTM C 109
Strength MPa (PSI)
USES: FAST PATCH can be used for: 1-Hour 7(1015)
• General purpose concrete patching. 1-Day 10(1450)
• Patching or repairing connections in concrete pipe, 7-Day 30(4350)
precast concrete,overhead beams and floors. 28-Day 40(5800)
• Quick patching repairs on sidewalks,curbs and
driveways. Set Time ASTM C 266 Initial-7 minutes
• Underwater concrete patching. Final-15 minutes
Bleeding CAN A 23.2-18 Nil
ADVANTAGES: (ASTM C 940)
• Controlled 15-minute set time. Segregation CAN A 23.2-1B Nil
• High early strength, 7 MPa (1015 PSI) in one hour. (ASTM C 940)
• Superior bonding characteristics. Density-kg/m3(lb/ ASTM C 185 2171 (136)
• Usable on vertical and overhead surfaces. ft )
• Non-chloride.
• Can be tooled and shaped. Yield-m3/bag(ft3/ ASTM C 185 0.013 (0.47)
• Ready to use;just add water. bag)
LIMITATIONS: Adhering to recommended water additions is
PROCEDURES: SURFACE PREPARATION: All surfaces to be in very important. Exceeding the maximum recommended water
contact with FAST PATCH must be entirely free of oil,grease or content per sack will result in inferior physical properties.
other foreign substances. Roughen surface and clean thoroughly FAST PATCH should not be used in applications where thickness
with potable water leaving the concrete saturated but free of exceeds 50 mm (2 inches).
standing water. • FAST PATCH is designed as a trowellable concrete repair
material. For structural applications requiring flowable
MIXING: FAST PATCH should be thoroughly mixed to the desired consistencies and fast set, NON-SHRINK GROUT FAST SET
consistency by varying the amount of water used. FAST PATCH is should be used.
not designed to be a pourable patch. It is important not to ex- • FAST PATCH set time and strength gain will slow noticeably
ceed the recommended water requirements. Mortar mixers, when used in temperatures below 5 degrees C(41° F).
drill and paddle, barrel-type mixers and hand mixing are suitable • FAST PATCH is not designed for resurfacing large areas(15
for blending FAST PATCH. ft2 and over) In cases over 15 ft2 use Traffic Patch Fine.
CONSISTENCY RECOMMENDED MAX.WATER/25 KG (55 LB) • Liability for damages or defective goods shall be limited to
the refund of the purchase price or product replacement.
4.0 litres(4.2 US quarts)
PACKAGING: FAST PATCH is packaged in 25 kg(55 lb)triple-
lined paper bags,and tubs sized
PLACEMENT: FAST PATCH may be dry-packed or trowelled into 2 kg(5 lb.), 5 kg(11 lb.)and 10 kg(22 lb.).
place. Only mix the amount of material that can be easily placed All Basalite Dry Mix can be custom packaged to meet specific
in fifteen minutes.
project requirements.
CURING: It is desirable to moist cure FAST PATCH for at least
SAFETY PRECAUTIONS: FAST PATCH contains Portland cement
eight hours after initial set. and other carefully selected additives. Normal safety wear
such as rubber gloves, dust mask and safety glasses, used
TECHNICAL DATA: The data outlined below is representative of to handle conventional cement based products,should be
typical values achievable under controlled laboratory conditions. worn. Material Safety Data Sheets are available upon request.
02/14
Toll Free 800-596-3844 (1 DASALITE' www.basalite.com