HomeMy WebLinkAbout19-S-04 CCO 074.1.pdf COUP County of Fresno
C Department of Public Works and Planning
Development Services&Capital Projects Division
FRES� Steven E.White,Director
PROJECT MANAGEMENT CONSTRUCTION CHANGE ORDER REQUEST
This Document is for Fresno County Internal Use Only
Project: Fresno County Sheriff Area 2 Substation
Contract No.: 19-S-04
Date: 7/26/2022
Contractor: Klassen Corporation
Architect: Roger Davidson
Change Order No.: CCO#074.1
Construction Contract Dollar Amount(as awarded on 08/10/20) $11,364,500.00
Change Order Allowance: $568,225.00
Director's Change Order Limit: $210,000.00
Contract Time(Calendar Days): 322
Construction Start Date: 11/09/20
Original Construction Completion Date: 9126/21
Change Order Scope of Work:
Structural pour back-Storage Building
Excavate,form,epoxy dowel,reinforce and pour 50"deep concrete footing per SC-07 symbol"A"
Epoxy dowel,reinforce and pour+/-195 SF of 5-1/2"SOG per SC-07
Native earthwork to be used as backfill material
Attachment(s):
CO Coversheet,PCO Proposal and support documents
Net Additive Change Order Dollar Amount: $22,094.02
Net Additive Calendar Days: �0
Net Deductive Change Order Dollar Amount:
Net Deductive Calendar Days: �p
Total Change Order Dollar Amount To Date $354,456.41
Adjusted Contract Dollar Amount: $11,718,956.41
Total Adjusted Calendar Days To Date: 80
Director's Change Order Limit Balance: -$144,456.41
Adjusted Construction Completion Date: 12/15/21
Reviewed: Roger Davidson �da�idfah
r davidson(D,,1. Uj: PDT)
Architect
Reviewed: LaRue Goossen G— 1,2-11:38PDT)
Project Manager
I
Reviewed: Mandeep S. Sekhon
Construction Manager
Reviewed: William M.Kettler
Division Manager
Approved: Steven E. White s E w!,
SevenE W"ire(Au 2.1011 t1'.DI VDi
Dire or
Approved: Brian Pacheco
Board of Supervisors Chairman
Approval Date: 3 E P 1 202?
Scan and forward Director Approved Copy to: CAO Paul Nerland
Sheriffs Office Thomas Trester
PWP Business Office Jamie Sylvester
Staff Analyst Linda Guerra
F c0 County of Fresno
r Department of Public Works and Planning
O S p Development Services&Capital Projects Division
ES� Steven E.White,Director
CONTRACT CHANGE ORDER
Project: Fresno County Sheriff Area 2 Substation
Contract No.: 19-S-04
Date: 7/26/2022
Contractor: Klassen Corporation
2021 Westwind Drive
Bakersfield,California 93301
(661)324-3900
Change Order No.: CCO#074.1
Construction Contract Dollar Amount(as awarded on 08/10/20): $11,364,500.00
Original Construction Completion Date: 09/26/21
CCO#074.1 is hereby approved by the County.
Change Order Scope of Work:
Structural pour back-Storage Building
Excavate,form,epoxy dowel,reinforce and pour 50"deep concrete footing per SC-07 symbol"A"
Epoxy dowel,reinforce and pour+/-195 SF of 5-1/2"SOG per SC-07
Native earthwork to be used as backfill material
Attachment:
CO Coversheet,PCO Proposal and support documents
Net Additive Change Order Dollar Amount: $22,094.02
Net Additive Calendar Days: �p
Net Deductive Change Order Dollar Amount:
Net Deductive Calendar Days: �p
Total Change Order Dollar Amount To Date: $354,456.41
Adjusted Contract Dollar Amount: $11,718,956,41
Total Adjusted Calendar Days To Date: g0
Adjusted Construction Completion Date: 12/15/21
LaRue Goossen LaRue Goossen(Jul 26,2022 08:44 PDT)
Project Manager Signature
Date: Jul 26,2022
By signing acceptance of this Change Order,the Contractor shall agree to the following:
1.Provide all equipment,material,labor and services required to complete the Scope of Work specified in
this Change Order
2. The revised adjusted Contract dollar amount and time extension shown in this Change Order as payment in full.
In the event the Contractor does not sign acceptance of this Change Order,Provisions under the Agreement 16-S-05,
Article VI shall apply.
ply
Accepted By., Klassen Corporation Rod Paine(Aug 1,2022 07:49 PDT)
Authorized Signature
Date: Aug 1,2022
When completed by the Contractor, please scan and return Hard Copies and Color PDF copy to:
Linda Guerra,Staff Analyst
Fresno County Department of Public Works and Planning,Development Services&Capital Projects Division
2220 Tulare Street,Eighth Floor
Fresno,CA. 93721
CHANGE ORDER SUMMARY
Project Sheriff Substation
App. DVWW1JN=$)
1,11Z. Credit Rejected Pending Adj. Days Description
CCO 001 8/30/2021 $685.00 0 Water board-SMARTS fee
CCO 002 $91,000.00 5 Revised site grades
CCO 003 8/30/2021 $0.00 2 Rain delays
CCO 004 8/30/2021 $0.00 2 Rain delays
CCO 005 8/30/2021 $0.00 13 Rain delays
CCO 006 8/30/2021 $6,870.55 5 Storage BLDG drain elevation
CCO 007 8/30/2021 $1,745.00 3 Substation floor sink install
CCO 008 8/30/2021 $7,614.33 5 Operable partition wall FTG
GGO 009 - N/A
CCO 010 8/30/2021 $89,889.80 0 Block wall for fencing
CCO 011 $572,775.76 0 Storage Bldg.electric
CCO 012 $32,245.91 0 Substation electrical
CCO 013 $112,372.79 0 Electrical plan update
CCO 014 $7,444.00 0 Blockout revised data room
CCO 015 $14,657.00 0 Additional work in large data room
CCO 016 8/30/2021 -$161,500.00 0 Delete Large Canopy
CCO 017 $7,563.80 0 Mechanical hangers
CCO 018 9/16/2021 $0.00 0 Date adjustments
CCO 019 9/21/2021 $2,884.00 0 Folding Wall Revisions
CCO 020 12/14/2021 $2,794.26 0 Fab.&Install metal sill flashing
CCO 021 11/16/2021 $3,399.23 0 Install Wedge Anchors at Exterior Wall
CCO 022 - N/A
CCO 023 12/14/2021 $3,093.25 0 Plumbing alterations per ASI 2&3
CCO 024 12/14/2021 $795.79 0 Revised Architecturals
CCO 025 11/22/2021 $8,355.00 0 Install Overflow pipe minus penetration of gutter
CCO 026 $0.00 56 Metal Building Delay#1
CCO 027 12/29/2021 $4,486.63 0 Fur out West Exterior Wall
CCO 028 12/29/2021 $2,097.75 0 Hardware changes from rev.in dwgs.ASI 7
CCO 029 $12,487.64 1 Reroute 2.5"and 3"fire mains per RFI 64
CCO 030 $71,190.79 0 Overhead door material price increase
CCO 031 12/29/2021 $10,008.10 0 Ceramic tile alterations
CCO 032 12/29/2021 $6,806.50 0 Add.Recessed TV and Databoxes
CCO 033 1/19/2022 $3,212.39 0 Tower Closure Strips
CCO 034 12/29/2021 $3,261.63 0 Provide power&connection to(5)hand dryers
CCO 034.1 $1,784.20 0 Provide power&connection to(5)hand dryers r2
CCO 034.2 7/5/2022 $1,784.20 0 Provide power&connection to(5)hand dryers r3
CCO 035 12/29/2021 -$5,345.00 0 ASI to omit interior stone veneer and finish gyp board
CCO 036 $38,224.99 0 Alternate Sectional Doors
CCO 037 - N/A
CCO 038 6/28/2022 28 Extended site rain/mud delays
CCO 039 - N/A
CCO 040 1/18/2022 $5,557.64 0 Lighting for Sheriff Star
CCO 041 $267,768.79 0 Data Rack Revisions
CCO 041.5 6/20/2022 $66,691.06 15 Switchgear to 2000/Data Center Revisions
CCO 042 $7,334.25 0 Additional sunshade
CCO 043 3/30/2022 $3,633.89 0 Supply and Install"B"metal angle
CCO 044 2/16/2022 $3,352.40 0 Electrical for TV boxes
CCO 045 0 N/A
CCO 045.3 7/25/2022 $57,595.32 0 Extra work at force acc.for June
CCO 046 4/25/2022 $9,397.07 0 Submittal changes-Door hardware
CCO 047 3/8/2022 $3,082.34 0 Additional metal studs per new arch drawings
CCO 048 $53,421.75 - CE#068-Rule 16
CCO 048.1 6/10/2022 $44,855.53 0 CE#068-Rule 16
CCO 049 6/20/2022 $11,371.85 0 Install block wall
CCO 050 3/30/2022 $14,385.40 0 Tower and Entry Fascia Revision
CCO 051 4/8/2022 $4,459.67 0 Added circuits to IDU Units
CCO 052 - N/A
CCO 053 - N/A
CCO 054 4/20/2022 -$114.65 0 Delete Waste Dispensers&Add Hand Dryers
CCO 055 $71,905.65 0 Delayed lighting package order-ASI#03
CCO 056 6/28/2022 -$473.00 0 Memorial CMY wall alteration
CCO 057 4/22/2022 $3,054.20 0 Power&Connection to plumbing fixtures TP-1
CCO 058 6/28/2022 $308.85 0 Circulating pump power
CCO 059 - N/A
CCO 060 - N/A
CCO 061 $13,898.70 0 ASI 04-21-2022-01 Tower revisions
CCO 062 $8,108.54 - N/A
CCO 063 5/3/2022 $1,079.04 0 Install 6 footing sleeves
CCO 064 - N/A
CCO 065 - N/A
CCO 066 5/24/2022 $837.38 0 Cleanout relocation by TEV transformer
CCO 067 5/3/2022 $1,052.06 0 Additional CMU at removed gate
CCO 068 $75,413.07 6 N/A
CCO 068.1 $75,413.07 7 Courtyard Revisions
CCO 068.2 7/25/2022 $61,502.69 6 Courtyard Revisions
CCO 069 6/17/2022 $5,468.33 1 Enlarged mechanical pad
CCO 070 - N/A
CCO 070.1 7/5/2022 $2,946.78 0 Electrical room lighting
CCO 071.1 7/25/2022 $17,372.89 0 Underground conduits
CCO 072 - N/A
CCO 073 - N/A
CCO 074 - N/A
CCO 074.1 I 7/26/2022 $22,094.02 0 Storage BLDG structural pour back
CCO 075 - N/A
CCO 076 - N/A
CCO 077 - N/A
CCO 078 - N/A
CCO 079 - N/A
CCO 080 - N/A
Totals $521,889.06 -$167,432.65 $1,440,748.36 $72,255.10 80
KI!
PCCO #074.1
Klassen
corporation
Klassen Corporation Project:05-3-20035-Fresno County Sheriff Sub
2021 Westwind Dr 1129 North Armstrong Avenue
Bakersfield,California 93301 Fresno, California 93727
Phone: (661)324-3000 Phone:
Fax: (661)324-3900 Fax:
Prime Contract Change Order #074.1 : Storage Building Structural Pour
Back
CONTRACT COMPANY: Fresno Co.Dept of Public Works CONTRACT FOR: 05-3-20035 :Fresno County Sheriff Sub Prime
2220 Tulare Street,8th FI Contract
Fresno,California 93721
DATE CREATED: 7/21 /2022 CREATED BY: Emma Smith(KLASSEN CORPORATION)
CONTRACT STATUS: Pending-In Review REVISION: 01
CHANGE REASON: SCHEDULE IMPACT:
TOTAL AMOUNT: $22,094.02
DESCRIPTION:
Demo and concrete only.
ATTACHMENTS:
Footing Demo Storage MD pdf COR#17 Structural pourback for storage building pdf
POTENTIAL CHANGE ORDERS IN THIS CHANGE ORDER:
PCO# I Title Schedule Impact Amount
073 1 Storage Building Structural Pour Back 22,094.02
TOTAL: $22,094.02
CHANGE ORDER LINE ITEMS:
PCO#073:Storage Building Structural Pour Back
# Cost Code Description Type Amount
300-Cast-'..-Place Concrete Provide material,labor,&equipment to complete work. Subcontractor $13,895.93
2 MD Concrete $6,475.00
Subtotal: $20,370.93
Fee:10.00%Applies to all line item types. 1,389.59
Insurance:1.40%Applies to all line item types. 194.54
Bond:1.00%Applies to all line item types. 138.96
Grand Total: $22,094.02
The original(Contract Sum) $ 11,364,500.00
Net change by previously authorized PCCO $413,365.51
The contract sum prior to this PCCO was $ 11,777,865.51
The contract sum would be changed by this PCCO in the amount of $ 22,094.02
The new contract sum including this PCCO will be $ 11,799,959.53
The contract time will not be changed by this PCCO
Klassen Corporation Fresno Co.Dept of Public Works
2220 Tulare Street,8th FI
Fresno California 93721
SIGNATURE DATE SIGNATURE DATE
Klassen Corporation page 1 of 1 Printed On:7/21/2022 02:59 PM
V&G Builders, Inc.
Contractor License#887235—DIR Registration 1000013156—SB 45117—DBE 38151
COR#17 DATE:07/21/2022
TO: FROM:
Curtis Gardner Carlos Gonzalez
Klassen Corporation V&G Builders, Inc
2021 W estwind Dr 1444 Fulton St.,Suite 210
Bakersfield,Ca,93301 Fresno,CA 93721
P: (661)477-3232 P: (559)907-1068
curtisg@ klassencorp.com cpgonzalez@ vg-builders.com
We are pleased to offer the following pricing to com Bete the following concrete im p-ovem ants:
Substation Storage Building Structural Pour Back
Provide M aterial, Labor,and Equipm Ent to com bete the following concrete im p-ovem ants
1. Excavate,form,epoxy dowel, reinforce and pour 50"deep concrete footing per SC-07 sym bol 'A"
2. Epoxy dowel, reinforce and pour+/-195 SF of 5-%2"SOG Per SC-07
The total am aunt to com Bete the following im p•ovem ants is..............................$13,895.93
*Native earthwork to be used as backfill m aterial.
PRICE IS BASED ON(2) MOBILIZATIONS; BID PROPOSALS GOOD FOR 30 DAYS
Specific Exclusions:
1. Bonds/Allowances/Inspection Costs/Perm ts/Testing/Flatness Test/Surveying
2. Engineering/shop drawings/professional services
3. Dem dition/Saw-cutti rig to accom m date dem o
4. Hauling excavation spoils from site
5. Steel Handrails/Sleeves/Em beds
6. Earthwork, Rough Grading(grades to be within 1/10 of an inch)/Scarifying/
Over-excavation/Lim eTreatm Ent/Com iaction of existing subgrade/Hazardous M aterial Rem cval
/Shoring/Geogrid/Dewatering/M ucking Footings/Backfilling of retaining walls/foundation
7. Fence Footings/Sign Footings/Light Post Footings
8. Site Utilities/Electrical/Vaults/Precast Concrete Pads/Thrust Blocks/Splash Blocks/catch
basins/wheel stops/concrete encasem Ent for utilities/light pole standards/Precast Concrete
9. Signage/Striping/Painting/Sealers/Sealants&epoxy resin joint sealant
10. Concrete Washouts
11. Concrete Restoration work as a result of dam zge from other trades
12. Vapor barrier repair due to dam zge from other trades
13. M ockups(Can be done on T&M basis)other than above
14. Exposed Concrete/Polished Concrete/Colored Concrete/Shotcrete/Gunite
15. Concrete Em bedm efts
16. Concrete Hardener
17. Grouting other than m entioned above
Contractor License#887235 * 1444 Fulton Street* Fresno,CA 93721 * 559-907-1068
18. Overtim eAcceleration/Nightwork
19. Waterproofing/Drainage System /Rigid/Batt Insulation/Flashing/Fireblocking
20. Sum ppit
21. Concrete Benches/Skate stops/Caulking of joints/Truncated Dom ES/Gutter
22. Use of Jackham m es/Breakers to rem cve unforeseen rocks, boulders,etc.during excavation
23. Suspended Slab/Beam /Concrete over m Etal deck
24. Electrical/M echanical/Plum bng/Landscaping Concrete Pads
V&G Builders, Inc.reserves the right to cancel concrete pours for inclem eit weather,(dry,excessive
heat,rain,or wind)and is not responsible for any delay caused by circum stances outside its control.
Weather cancellations will be considered an excusable delay and will not be subject to prem iam
m akeup or dam ages.
This Proposal is for the work herein only and no other work is included or im died.
If you have any questions,please contact us.
Respectfully,
Carlos Gonzalez
V&G Builders, Inc.
2
Contractor's Work
N Ftg Per SC-07 S m bol"A" SHO Rr LO AD FEE C oncrete 1 .1 5 00.00 $ 550.00 $0.00
2'-6"#5 Dow ds 22 LF # 2 5 Rebar 2 2.06 $ 44.12
Footing Reinforcement 56 LF # 2 5 Rebar 3 2.06 $ 66.18
PI wood Formwa-k P 5 I wood 2 5.00 $ 110.00
Simpson SET3G 22-N E 9 poxy 1 0.00 $ 90.00
0.00 $ 0.00
0.00 $ 0.00
0.00 $ 0.00
0.00 $ 0.00 $0.00
5"Concrete Slab 195 SF SHO RrLOPD FEE C oncrete 4 .4 2 90.00 $ 1,276.00
230 SF Vapor Barrier 2 30 1 .50 $ 345.00 $0.00
Rebar 12"O CEW 361 LF # 3 Rebar 2 0 1 3.00 $ 260.00 $0.00
90.00 $ 0.00 $0.00
Simpson SET3G 72-N E 9 poxy 1 0.00 $ 90.00 $0.00
0.00 $ 0.00 $0.00
0.00 $ 0.00 $0.00
Total M aerials $ 2,831.30 $0.00
Equipment
Item Cost per D.
RAM 5500 3 6.92 2 2 HR$ 812.24
F250 2 5.14 2 2 HR$ 553.08
Air Com pressor 4 .46 8 .6 HR$ 38.36
Jumping Jack 9 H.32 8 R$ 74.56
$0.00
Total Equipment $ 1,478.24 $0.00
Labor
Description
N Ftg Per SC-07 Symbol"A"
Layout U.12fild son Foreman 9 5.18 1 1 ncluded in LR$ 95.18
0.125 ement Mason 8 5.36 1 1 ncluded in LR$ 85.36
0 0 1 ncluded in LR$ 0.00
0 0 1 ncluded in LR$ 0.00
Excavate Labor 0 a291 son Foreman 9 5.18 2 1 ncluded in LR$ 190.36
0.26 ement Mason 8 5.36 2 1 ncluded in LR$ 170.72
0 0 1 ncluded in LR$ 0.00
Formwork Labor 0 a191 son Foreman 9 5.18 1 .2 1 ncluded in LR$ 114.22
0.16 2 ement Mason 8 5.36 2 .4 1 ncluded in LR$ 204.86
0 0 1 ncluded in LR$ 0.00
Drill and Epoxy Labor x10 0 a191 son Foreman 9 5.18 1 .2 1 ncluded in LR$ 114.22
0.26 ement Mason 8 5.36 4 1 ncluded in LR$ 341.44
0 0 1 ncluded in LR$ 0.00
Backfill/Compaction 0 a791 son Foreman 9 5.18 6 1 ncluded in LR$ 571.08
C 1 2 ement Mason 8 5.36 1 6 1 ncluded in LR$ 1,365.76
0 0 1 ncluded in LR$ 0.00
Pour footing 0 a N6 1 son Foreman 9 5.18 4 1 ncluded in LR$ 380.72
OM 2 ement Mason 8 5.36 8 1 ncluded in LR$ 682.88
0 0 1 ncluded in LR$ 0.00
5"Concrete Slab 195 SF
Layout 0 0 1 ncluded in LR$ 0.00
0.26 ement Mason 8 5.36 2 1 ncluded in LR$ 170.72
0 0 1 ncluded in LR$ 0.00
Drill and Epoxy Labor 0 a161 son Foreman 9 5.18 1 .2 1 ncluded in LR$ 114.22
0.26 ement Mason 8 5.36 2 1 ncluded in LR$ 170.72
0 0 1 ncluded in LR$ 0.00
Install Vapor Barrier 0 a161 son Foreman 9 5.18 1 .2 1 ncluded in LR$ 114.22
0.26 ement Mason 8 5.36 2 1 ncluded in LR$ 170.72
0 0 1 ncluded in LR$ 0.00
Install Rebar 0 a161 son Foreman 9 5.18 1 .2 1 ncluded in LR$ 114.22
(C5 1 ement Mason 8 5.36 4 1 ncluded in LR$ 341.44
0 0 1 ncluded in LR$ 0.00
Pour SO G 1 Nken Foreman 9 5.18 8 1 ncluded in LR$ 761.44
C 1 3 ement Mason 8 5.36 2 4 1 ncluded in LR$ 2,048.64
0 0 1 ncluded in LR$ 0.00
94.4 T otal Labor $8,323.12 $0.00
Subtotal $12,632.66 $0.00
Contractor Subtotal $ 12,632.66
10%C ontractor O P $1,263.27
Total $13,895.93
Subtotal $ 13,895.93
0% G L $0.00
Project Time Impact 4.525 Days T otal $ 13,895.93
LS I1
Unit Price $ 1 13,895.93
-°iftio.-
**A- A TED Proposal
Concrete Cuttinq and Demolition Group DIR Registration #1000000369
Formerly MD Concrete Cutting and Demolition CLSB#292529
To: Curtis Gardner Date: 14-Jun-22
Company: Klassen Corp. From: JC Torres
Phone: 661-477-3232 Mobile: (559)972-0568
Fax: Phone: (559)492-1511
Email: curtisg(abklassencorp.com E-mail: atorres(r)mdccd.com
Project: Sheriff Storage Concrete Demo Proposal # 18518JC
Location: N Armstrong Ave E Turner Ave Fresno
****WE OFFER GPR SCANNING****
Respirable Crystalline Silica Program available upon request
Scope of work:
Saw cut and demo approx. 6'x13'x5"thick concrete.
Saw cut and demo approx. 15'x6'x4"thick concrete sidewalk. $ 2,875.00
In the case of having to chip footing approx.N wide 3: long and 3' in depth not to exceed. $
Price includes prevailing wages. 3' 6' 37600.00
Haul off all demo debris.
Discussed 6/15 Changes with JC in Red
Total Cost:
Price is based on: One move on; normal working hours;
Exclusions:
Layout, traffic control, access, standby, testing/removal of hazardous materials, excavation,
shoring, backfilling and compaction, protective covers, damage to un-marked utilities,
site security and perimeter fencing, barricades, pedestrian safety signage and path of travel,
de-rooting of trees, unforeseen buried structures, permits and fees.
Terms: Due net 30
Please sign and return upon approval
JC Torres
Approved by/ Title Project Manager
AMERICAN INCORPORATED
1345 N. American Ave.
Visalia, CA 93291