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HomeMy WebLinkAbout19-S-04 CCO 068.2.pdf h COUP�y, County of Fresno Department of Public Works and Planning Development Services&Capital Projects Division �RES� 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: 7/25/2022 Contractor: Klassen Corporation Architect: Roger Davidson Change Order No.: CCO#068.2 Construction Contract Dollar Amount(as awarded on 08/10/20) r $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: 9/26/21 Change Order Scope of Work: CE#101-AS[06-03-2022-01 Courtyard Revisions -Since the creation of the originall PCCO which only included concrete,the current PCCO#068.2 includes all scope of work needed excluding"All Comercial Fencing CO"which will be provided at a later date. Attachment(s): CO Coversheet, PCO Proposal and support documents Net Additive Change Order Dollar Amount: $61,502.69 Net Additive Calendar Days: Net Deductive Change Order Dollar Amount: Net Deductive Calendar Days: �0 Total Change Order Dollar Amount To Date $274,767.07 Adjusted Contract Dollar Amount: $11,639,267,07 Total Adjusted Calendar Days To Date: 80 Director's Change Order Limit Balance: -$64,767.07 Adjusted Construction Completion Date: 12/15/21 P g'G[�/a'f0h Reviewed Roger Davidson ,dTyldyon Uui 27.202212:45 PDT, Architect Reviewed: LaRue Goossen Ia ,Ge�0.127 � i SPOT, Project Manager Reviewed: Mandeep S. Sekhon Construction Manager Reviewed: William M. Kettler Division Manager Approved: Steven E. White st��ML 11 w!� 5teve.ElNhite 1101$02101'.49 PDil Dir& OL Approved. Brian Pacheco Board of Supervisors Chairman Approval Date: S E P 0 ! 2022 Scan and forward Director Approved Copy to: CAO Paul Nerland Sheriff's Office Thomas Trester PWP Business Office Jamie Sylvester Staff Analyst Linda Guerra coU County of Fresno t5 Department of Public Works and Planning O s O Development Services&Capital Projects Division ESQ Steven E.White,Director CONTRACT CHANGE ORDER Project: Fresno County Sheriff Area 2 Substation Contract No.: 19-S-04 Date: 7/25/2022 Contractor: Klassen Corporation 2021 Westwind Drive Bakersfield,California 93301 (661)324-3900 Change Order No.: CCO#068.2 Construction Contract Dollar Amount(as awarded on 08/10/20): $11,364,500.00 Original Construction Completion Date: 09/26/21 CCO#068.2 is hereby approved by the County. Change Order Scope of Work: CE#101 -ASI 06-03-2022-01 Courtyard Revisions -Since the creation of the originall PCCO which only included concrete,the current PCCO#068.2 includes all scope of work needed excluding"All Comercial Fencing CO"which will be provided at a later date. Attachment: CO Coversheet,PCO Proposal and support documents Net Additive Change Order Dollar Amount: $61,502.69 Net Additive Calendar Days: Net Deductive Change Order Dollar Amount: Net Deductive Calendar Days: �0 Total Change Order Dollar Amount To Date: $274,767.07 Adjusted Contract Dollar Amount: $11,639,267.07 Total Adjusted Calendar Days To Date: 80 Adjusted Construction Completion Date: 12/15/21 LaRue Goossen LaRue Goossen(Jul 25,2022 16:27 PDT) Project Manager Signature Date: Jul 25, 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. holy&Z/19 Accepted By: Klassen Corporation Rod Paine(Jul 25,2022 16:33 PDT) Authorized Signature Date: Jul 25, 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 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 Q 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 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 I $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 1 7/25/2022 $17,372.89 0 Underground conduits Totals $442,199.72 -$167,432.65 $1,440,748.36 $72,255.10 80 K PCCO #068.2 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 #068.2: ASI 06-03-2022-01 Courtyard Revisions 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: 6/14/2022 CREATED BY: Emma Smith(KLASSEN CORPORATION) CONTRACT STATUS: Pending-In Review REVISION: 2 CHANGE REASON: SCHEDULE IMPACT: 6 days TOTAL AMOUNT: $61,502.69 DESCRIPTION: CE#101 -ASI 06-03-2022-01 Courtyard Revisions Since creation of original PCCO(was only concrete),we have received all scopes of work needed. It includes the following below. This PCCO will not include All Commercial Fencing CO.This will be provided at a later date. ATTACHMENTS: COR#13 ASI 06.03.2022 Courtyard Slab COR with Price Options(Revised)(002).pdf POTENTIAL CHANGE ORDERS IN THIS CHANGE ORDER: PCO# Title Schedule Impact Amount 68 vor ASI 06-03-2022-01 Courtyard Revisions 61,502.69 TOTAL: $61,502.69 CHANGE ORDER LINE ITEMS: Klassen Corporation page 1 of 2 Printed On:7/20/2022 04:24 PM t PCCO #068 .2 1 Klassen corporation PCO#067:ASI 06-03-2022-01 Courtyard Revisions # Cost Code Description Type Amount Provide material,labor,&equipment to complete the following concrete 1 03-300-Cast-in-Place Concrete improvements:Form,pour,and finish 1,664 Sf of 5-1/2"thick concrete slab per Subcontractor $35,167.42 ASI 06-03-2022-01 Sheet A-1 2 03-300-Cast-in-Place Concrete Procure&install rebar per ASI 06-03-2022-01 Sheet A-1 Subcontractor $5,281.72 Provide&install one N-9 Christy box with 2-1 1/2"conduits to panel 3LA for 3 16-100-Electrical future sheriffs memorial.Install one concrete box in CMU Wall for card reader Subcontractor $7,599.02 and/or Maglock/solenoid.Provide and install one V conduit to IT Room Southern Interior Wall.Core drill holes. 4 02-900-Landscape&Irri at Credit only.Delete plant material from courtyard area.Keep live water line and Subcontractor p g valve located in area. ($2,415.39) 5 15-400-Plumbing Fixtures No cost. Subcontractor $0.00 6 08-100-Metal Doors&Frame(&Hardware Supply two mag locks.M490G. Subcontractor $2,589.92 7 02-300-Earthwork Grade for sloped concrete,rip water and compact,grade dirt swale by hand Subcontractor $6,495.00 between new concrete and block wall. Subtotal: $54,717.69 Fee:10.00%Applies to all line item types. 5,471.77 Insurance:1.40%Applies to all line item types. 766.05 Bond:1.00%Applies to all line item types. 547.18 Grand Total: $61,502.69 The original(Contract Sum) $ 11,364,500.00 Net change by previously authorized PCCO $425,935.88 The contract sum prior to this PCCO was $ 11,790,435.88 The contract sum would be changed by this PCCO in the amount of $ 61,502.69 The new contract sum including this PCCO will be $ 11,851,938.57 The contract time will be increased by this PCCO by 6 days Klassen Corporation Fresno Co.Dept of Public Works 2220 Tulare Street,8th FI Fresno California 93721 SIGNATURE DATE SIGNATURE DATE Klassen Corporation page 2 of 2 Printed On:7/20/2022 04:24 PM L�ov�s n�oF� �Qu�i�n�ENf GRADING AND PAVING CONTRACTORS EST. 1974 DATE: JULY 15, 2022 COMPANY: KLASSEN CORP FAX NUMBER: ATTENTION: ESTIMATING SUBJECT: COURTYARD GRADING FROM: MARK CARMICHEAL NUMBER of PAGES: 01 COURTYARD CONCRETE GRADING CHANGE ORDER REQUEST GRADE FOR SLOPED CONCRETE,RIP WATER AND COMPACT,GRADE DIRT SWALE BY HAND BETWEEN NEW CONCRETE AND BLOCK WALL. $6,495.00 7612 E. SHIELDS - FRESNO, CA 93737 - (559) 291-3937 - FAX (559) 291-3962 - CSLB#C622746 & BATH SPECIALISTS DESIGN HAHDWAHE COR 62943 REV 1 Date: 7/18/2022 DH Project#: 2 151 Project: Fresno County Sheriff Contractor: Klassen Jobsite Address: 1129 N. Arm strong Ave. Fresno, CA 93727 Attention: Em m aSm th Contact info. Reference: ASI 06-03-2022-01 Description: Supply two m zg locks. M 490G M aterial: 1,802.00 Tax: 171.19 Freight: 216.24 Engineering: 1 hrs x$85.00 8 5.00 Mark up: 15% 3 $ 15.49 Total: $2,589.92 Please sign and return to cgoodsell@ designhardw ae to proceed w th this change. Design Hardw ae w II follow this form up w th a change order with a Change order Num her. This form is to Proceed only w th Change order Authorized Signature 2151 Fresno County ASI 06-03-2022-01 Opening Qty Hardware 1 +1 Mag Lock M490G 901 1 Beer 3364 Gate S2 3Sgring hinges 996 6 New price: $1802 banner SOLUTIONS Categ ro ies / products a tjam e Schlage Electronic Q Advanced Search M49OG Electromagnectic Brands Gate Lock M49OG(EA/1) ti Hardware Electromagnetic Gate Lock R Automotive $901.00 ,E Services 12 In Stock View Warehouse ETA ft A cu t •• Elizabethtown,PA:6 Kansas City,MO:5 Longwood,FL:1 x Resources Image maynotrepresent actual color orproduct QTY 1 ADD TO CART V Promotions Q MY Account ED NEWS Description Specs Resources D Whitepaper M49OG Electromagnetic gate lock The Schlage M490G is a weather resistant electromagnetic gate lock with 1500 Ibs of holding force designed for use on all types of sliding and swinging gates.As a high security magnetic lock,it can accommodate misalignment problems while supplying superior holding force. A 1/2"compression connector is provided for installation of 1/2"EMT conduit,ensuring protection of hook- up wiring from weather and vandalism.Heavy-duty plating resists corrosion of mating surfaces,providing a low maintenance locking device. A modified top jamb mounting bracket allows a single M490G to be mounted in a variety of positions.The M490G gate lock may be mounted to any gate frame or post.Special brackets may be required to adapt the lock to a particular frame or post.It is important that the lock is mounted so that the armature pulls straight back from the magnet face. The M490G can be field configured for either 12 or 24 VDC operation.Magnetic Bond Sensor(MBS)and Gate Status Monitor(DPS)are standard. Features and benefits: 1500 lb.hold force rating Magnetic bond sensor(MBS)and gate status monitor(DPS) Field selectable 12 or 24VDC operation Built-in voltage spike suppressor Electroless nickel plated finish Corrosion and weather resistant for exterior use Universal mounting brackets for swinging 1/2"EMT compression fitting protects or sliding gate applications hookup wires from weather and vandalism 1/3 Electrical PowerSource ELECTRICAL 5796 S Elm Ave Fresno, CA 93706 559-268-2861 N = LI CENSE N UMBER 696663 Change Order #009 Courtyard Rev. 1 ASI 06-03-2022-01 BILL TO INVOICE# Klassen Corp. DATE 06.09.2022 2021 Westwind Dr. TERMS Due on receipt Bakersfield, Ca 93301 559-342-3000 DESCRIPTION AMOUNT Labor Cost: 44.48 Hr. $3,579.31 Material Handling: 1 Hr. $35.00 Estimating: 2 Hr. $150.00 Project Management: 1 Hr. $75.00 Total: $3,839.31 Description: 1. Provide and install one N-9 Christy box with 2- 1-1/2" conduits to panel KA for future sheriff's memorial. 2. Install one concrete box in cmu wall for card reader and/or Maglock/solenoid. Provide and install one 1" conduit to it room southern interior wall. 3. Core drill holes. 4. ASI-06-03-2022-01 Courtyard Area Revision (4) Material: - 1" rigid conduit/elbows/fittings $3,068.89 - 1" PVC conduit/elbows/fittings - 1-1/2" rigid conduit/elbows/fittings - 1-1/2" PVC conduit/elbows/fittings - 4 square deep box with mud rings for CMU wall - N9 Christy box - Deep strut - Ride on trencher(one day) Exclusions: - Standard exclusions - Concrete - Staking if necessary for Christy box or cmu wall. Overhead/Profit 10%: $690.82 Change Order Amount: $7,599.02 6/9/2022 7:57:48 AM Electrical Power Source Inc. Page 1 Phone:559-268-2861 Fax:559-233-2414 Fresno County Substation :Courtyard Totals(Detailed)-Bid Summary: Default Job Number CO300-9 Bid Date 6/23/2020 Bid Time 7:43:00 AM Square Footage 0 Material Totals Division Total Factor Extended 01 Raceway, Fittings&Boxes $1,288.57 0.00% $1,288.57 06 Underground/Site 1,255.88 0.00% 1,255.88 07 Misc 27.90 0.00% 27.90 Total $2,572.35 $2,572.35 Quoted Material 1235020 - F08 Christy box 1.00 $270.00 $270.00 2-Distribution(Supplier#1) $270.00 Total $270.00 Sales Tax(7.97%) $226.54 Total Material $3,068.89 Labor Hours Division Total Factor Extended 01 Raceway, Fittings&Boxes 15.48 0.00% 15.48 06 Underground/Site 24.12 0.00% 24.12 07 Misc 4.88 0.00% 4.88 Total 44.48 44.48 Labor Rates Cateoory %of Total Hours Base Rate Burden Burden% Extended Electrician 80.000 35.584 $83.11 0.00 0.000 $2,957.39 4th year apprentice 20.000 8.896 69.93 0.00 0.000 622.10 Total 100.000 44.480 x $80.47 (average of labor rate w/burden)_ $3,579.48 Non-Productive Labor Description Hours Rate Factor Extended Material Handling 1.00 $35.00 0.00% $35.00 Estimating 2.00 75.00 0.00% 150.00 Project Manager 1.00 75.00 0.00% 75.00 6/9/2022 7:57:48 AM Electrical Power Source Inc. Page 2 Phone:559-268-2861 Fax:559-233-2414 Fresno County Substation :Courtyard Totals(Detailed)-Bid Summary: Default Total $260.00 Total Labor (48.48 hours) $3,839.31 Job Subtotal(Prime Cost) $6,908.20 Overhead(10.00%) 690.82 Profit(0.00%) 0.00 Job Total $7,599.02 Actual Bid Price $7,599.02 Material to Direct Labor ratio: 0.46 Prime Cost per square foot $0.00 Job Total per square foot $0.00 Actual Bid Price per square ft $0.00 Labor cost per square foot $0.00 Labor hours per square foot 0.00 Gross Profit% 9.09 Gross Profit$ $690.82 Net Profit% 0.00 6/9/2022 7:58:22 AM Page 1 Fresno County Substation :Courtyard Item# Description Quantity Price Ext Price Labor Ext Labor 1191 1-1/2"PVC Conduit 300.00 195.92 C 587.76 4.25 C 12.75 7067 6"Wx24"D Trench-Ditch Witch 1.00 410.00 E 410.00 5.00 C 0.05 1666 1-1/2"Myers Hub 8.00 46.93 E 375.44 0.32 E 2.56 1054 1-1/2"GRC 20.00 1,772.99 C 354.60 9.00 C 1.80 1351 1-1/2"GRC Elbow 6.00 4,575.07 C 274.50 0.75 E 4.50 1189 1"PVC Conduit 130.00 141.85 C 184.41 4.00 C 5.20 1626 1-1/2"LB Condulet w/Cover&Gasket 2.00 79.44 E 158.88 1.50 E 3.00 2118 1-112"PVC Coupling 36.00 128.34 C 46.20 0.12 E 4.32 1624 1"LB Condulet w/Cover&Gasket 1.00 45.16 E 45.16 0.80 E 0.80 6644 Unistrut(Deep) 2.50 1,115.04 C 27.88 20.00 C 0.50 1052 1"GRC 2.00 1,039.11 C 20.78 7.00 C 0.14 2572 4"Square x 1-1/2"Deep Box w/bkt(1/2&3/4 KO 1.00 1,960.60 C 19.61 0.30 E 0.30 2086 1-1/2"PVC Bell End 2.00 750.56 C 15.01 0.20 E 0.40 2280 1"1-Hole Strap 16.25 91.44 C 14.86 4.00 C 0.65 2726 4"Square-3/0 Plaster Ring-5/8"D 1.00 1,170.00 C 11.70 0.15 E 0.15 2116 1"PVC Coupling 13.00 68.88 C 8.95 0.08 E 1.04 2349 1-1/2"Unistrut Strap-Rigid 2.50 341.88 C 8.55 4.00 C 0.10 16546650 1"PVC Female Adaptor 2.00 177.46 C 3.55 0.18 E 0.36 16546648 1"Locknut 4.00 85.87 C 3.43 0.14 E 0.56 16546649 1"Plastic Bushing 2.00 53.17 C 1.06 0.14 E 0.28 13351 Core Existing Wall 1-1/2"Conduit 2.00 0.01 E 0.02 0.76 E 1.52 1809 1"Cut&Thread 2.00 0.00 E 0.00 0.32 E 0.64 6650 Cut 12 Gauge 1-5/8x1-5/8 Channel(labor) 5.00 0.00 E 0.00 0.26 E 1.30 13349 Core Existing Wall 1"Conduit 1.00 0.00 E 0.00 0.56 E 0.56 1235020 F08 Christy box 1.00 Quote 2 0.00 1.00 E 1.00 co ti County of Fresno DEPARTMENT OF PUBLIC WORKS AND PLANNING O� 1 56 O STEVEN E. WHITE, DIRECTOR Architect's Supplemental Instructions Date: June 311, 2022 Instruction Number: ASI 06-03-2022-01 PROJECT: Fresno County Sheriff Area 2 Substation 1129 N. Armstrong Avenue Fresno, CA 93727 Contract No. 19-S-04 ARCHITECT: Roger Davidson, AIA, Supervising Architect CONTRACTOR: Klassen Corporation 2021 Westwind Drive Bakersfield, CA 93301 The work shall be carried out with the following Supplemental Instructions in accordance the with the Contract Documents without any change in Contract Sum or Contract Time. Proceeding with the Work indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. DESCRIPTION: PROVIDE DETAILED PCCO FOR THE FOLLOWING: 1. REINFORCED CONCRETE SLAB AS SHOWN IN THE DRAWINGS 2. CREDIT FOR INSTALLATION OF LANDSCAPE TREES AND SHRUBS 3. CREDIT FOR INSTALLATION OF IRRIGATION PIPES AND SPRINKLER HEADS ONLY PER THE ATTACHED DRAWINGS: ASI 06-03-2022-01, A-1 ASI 06-03-2022-01, A-2 PROCEED WITH THE FOLLOWING: 1. OMIT ASI 12-10-21-1 2. OMIT ASI 04-22-2022-01 3. INSTALL CANE BOLTS ON DOUBLE GATES PER ASI 06-03-2022-01, A-2 CAPITAL PROJECTS AND CONSTRUCTION MANAGEMENT DIVISIONS 2220 Tulare Street,Sixth/Fresno,California 93721 /Phone(559)600-4154/FAX(559)600-4544 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1;i 12 1 13 1 14 1 15 1 16 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 1 25 1 26 1 27 1 28 1 29 1 30 1 31 1 32 1 33 1 34 Y Y X I EVENLY GRADE X 5WALE TO MATCH CONTROL JOINTS TOP OF PAVEMENT 124.4' I (N.T.5) W MEGHANIGAL EQUIPMENT A/C AND W GE N YARD I TOOLED CONTROL JOINT5,TYP. ry � y I BROOM FINISH DIRECTION ILI LIGHT POLE 43 BASE 4'-O" LIGHT BROOM FINISH WITH 2"WIDE MIN.TOOLED U NG '� EDGES USING 3/8"RADIUS MECHANICAL PIPI U T = 2'MIN. — OF FENCE FG=34.65 a 2'MIN. T T STOP CONCRETE 1.4% WALK 1/2"OUTSIDE 12- - OF DOOR JAMB. - FG S3j I I HI"1 © S A-I DRAIN _ CONTROL JOINT v JOINTS, TYP P.510N JOI R OIT I r R EXPANSION JOINT A OMIT PLANTS E Court Yard IRRIGATION Q t i I FLUSH WITH WALK,TYP. I Q17 Concrete Finish Detail Q EXPANSION JOINT ScaleA/2"=V-0" ________ P I"CONDUIT FOR KEY INSTALL 5-V2"THICK P REINFORCEDGARD 1 LOCK AT G TE WITH GONGRETE SLAG, I a a 2 EA.PULL CORDS 2500 P5I,KITH#3 A DRAIN 51 STOP FELT I/2"BELOW TOP OF SLAB 0 18"O.G.EACH WAY CONTINUOUS FILL KITH 5ELF-LEVELING - Q CAULK(51KA-PRO OR EQUAL) a CONTROL JOINT GLEAN EXCESS SURFACE CAULK a 2' r < AFTER CURE 4 EXISTING G.M.U.WALL 4 FOOTING SEE NOTE#1 N LANDSCAPE N 3/4J 3/4� IRRIGATION PIPE 4'-0" TOP OF 3s 8'-0'SQUARE,TYP. o °o 1 0% GHRISTY BOX a{I, 3/8'EXPANSION JOINT TOOLED CONTROL JOINT, M 35.00 I EXISTING CONC.WALK I/2"RADIUS,TYP. CONT.3/8"EXPAN5ION JOINT TYP. 1/2'RADIUS,TYP. FINISH GRADE M FG=34.90 - —III III—III III—I I—III—I I— • THTI— -1 L III IIIII III III—III III ° III II1111—I s Ir1 1,76„ 4 Z RELOCATED q 111 111 s III 11, O.M.U.WALL a 2"SA OVER 95% INSTALL 5-1/2"THICK REINFORCED CONCRETE 5LAB, III —III a a III—I K o 9i U ND RELATIVE GOMPAGTED 501L 2500 P51,WITH#3®15"O.G.EACH WAY WITH STANDARD = = = = K N HOOKS AT SLAB EDGE.HORIZONTAL BARS CONTINUE 1 ° NEW GATE C�, < m THROWN EXPANSION JOINTS,TYP. IIIIII—III— ° ° = s9s o O a 2��CLEAR - 1 III U m Jam` _O. II J 12'-0" 12'-0" 12'-0" 12'-O" 48-0 in m All A_2 Future Sheriff Memorial H17 Concrete Slab Section Project: H ScaleA-1/2"=V-0" H Sheriff Substation 1129 N.Armstrong Ave. APN 8'-10" - NOTES: Issue Date: Project No. Q Q 1. INSTALL LANDSCAPE VALVES AND CONTROLS ONLY PER SHEET LA-2.1- File Path:G:\Capital\Projects\Building Numbers\00 Sheriff G `b OMIT SPRINKLER PIPE AND HEADS BEYOND VALVE.PROVIDE THREADED Area 2 Sub-Station 2018\1 REVISIONS-Post Bid\East CONNECTIONS FOR FUTURE LANDSCAPE IRRIGATION PIPE. Courtyard Exercise Area Sheet Content: F East Courtyard Area REVISIONS F DECOMPOSED 6, 6RANITE b, E � E D DepartmentQ �ublic Works and Planning •Capital n e G This replaces previously issued: 2220_sno are Street,8th FloorFr ,California 93721 AS 112-10-21 -1 Sheet No. B N AS 104-22-2022-01 A-1 A Al Courtyard Site Plan (ASI 06-03-2022-01) 1 2 7 4 5 1 6 7 8 9 10 11 1 12 1 13 1 14 1 15 16 17 18 1 19 1 20 1 21 1 22 1 23 1 24 1 25 1 26 28 _ r1ot,�d -Mir Lo yr 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 25 26 1 27 1 28 1 29 1 30 1 31 1 32 1 33 1 34 Y Y Interior Side 0 0 X 50LID GROUT 1/2"DIAMETER X 6"THREADED EMBEDS, — X WITH LOCK WASHERS INSTALL LON VOLTAGE IN TUBE STEEL FOR KEY GARD AGGE55 WITH MA6 1 2"x4'x3/I6"T.S. LOCK WITH 2 EA.PULL CORDS I SELF CLOSING B ESARREL HING W Mll W A2 �- —— V L 29 ALLOW BOLT ATTACHMENT TO T TO GATE PER ARCH.SHEET EII/A1.6 EMBED5 U GATE U 6"MIN SWING A.D.A.COMPLIANT 24 VOLT DG MA6 LOCK FASTENED TO ' PULL HANDLE TUBE STEEL P05T AND GATE(SIMILAR TO 5GHLA6E M4906 MA6 LOCK.MIN 1000 - « LEIS.PULL FORGE). I I SELF CLOSING I I HINGES,NO Exterior Side HARDWARE T S1 Swing Gate- Section Cut 51M. AIT I I S IL ,I SELF CLOSING I I HAROV NO I I HARDWARE,ADD I I - _ I, - _ I, I CANE BOLTS I I R This replaces previously issued : - - I 1 R t 1 Al _ G AS 112-10-21 -1 4'b' 3'4 (+/-) 2 GL A-I /j - I - - I - - - _ _ G I I I AS 1 04-22-2022-01 P Vehicle ; ; • •• • P Storage ; Bldg. - I 0 o N N M17 Partial Site Plan M26 Site Plan - Gate Locations M Scale:3"=V-0" Scale:1/64"=V-0" M L L FACE OF SUBSTATION BUILDING K K 2'-b" 4'-b"OPENING 2'-0" J 2"x4"x3Ab"TUBE STEEL JAMB5. J 2"CLEAR G.MU. PAINT TO MATCH GATE 1/2"DIA. EMBEDS GAP,INSTALL AFTER LOW 5PAGING FOR SELF VOLTAGE INSTALL Project: CLOSING BARREL HINGES H v :o Sheriff Substation N 1 - - - - 1129 N.Anns[rong Ave. APM Issue Date: Project No. G iv File Path:GACapital\Projects\Building Numbers\00 Sheriff G 51 Area 2 Sub-Station 2018V REVISIONS-Post Bid\East N CENTER OF MA6 LOCK Courtyard Exercise Area A-2 Sheet Content: F c ❑ CENTER OF GARD READER East Courtyard Area REVISIONS v +ae" CENTER OF PULL HANDLE +34"-44" E O 4 L—Lt L_ N p • • • • Flesno County Department oflublic Works and Planning COU D CANE BOLT - - - O rP D • • • • TOP OF CONCRETE N 1Floor c o FRESH _II II_I� Fresno,California 93721 METAL SLEEVE Sheet No. B GATE PER ARCH. EMBED SPACING E 4'-0" SHEET Ell/Alb A A17 Cane Bolt Detail at Double Gates- Interior Side Elevation A17 Swinq Gate Elevation (ASI 06-03-2022-01) Scale:l-1/2"=V-0" Scale:3l4"_ '-0" 1 2 4 1� _ t3 14 15 V 17 18 _ __ 2122 1 23 1 24 1 25 1 26 1 27 1 28 _n MIAoC.vr Emma Smith From: Mike Lansford <mike@tptplumbing.com> Sent: Thursday,June 23, 2022 7:40 AM To: Emma Smith Subject: Re: Courtyard Revision ASI 06-03-2022-01 Morning, I didn't see any work related to our scope on this one. On Thu,Jun 23, 2022 at 7:37 AM Emma Smith <emmas@klassencorp.com>wrote: Good afternoon Mike, Can you please send over pricing ASAP for this ASI? We would like to send in plumbing ASAP so we can get this approved. 5-rHra sorld Project Administrator 661.489.4965 direct � K lessen scorporation emmas@klassencorp.com I www.kiassencorp.com "A tradition of excellence in design and construction" From: Emma Smith Sent:Thursday,June 16, 2022 10:32 AM Subject: Courtyard Revision ASI 06-03-2022-01 Good morning all, i I just wanted to make sure you all are aware of the newest ASI for the Courtyard Revision. This does omit ASI 12-10-21-01 and ASI 04-22-2022-01, so if you have already submitted for these ASIs, these are now considered void. So please review this newest ASI, revise your change order, and note it is for the newest ASI 06-03-2022-01. Pleas send to me ASAP. Thank you- 1&rma YIWI%4 Project Administrator 661.489.4965 direct � K lf�l S corporation emmas@klassencorp.com I www.kiassencorp.com "A tradition of excellence in design and construction" Mike Lansford- Manager T.P.Thomas Plumbing, Inc. P.O. Box 835 * Dinuba, Ca. 93618 559-591-6499 Phone * 559-802-3306 Fax 2 V&G Builders, Inc. Contractor License#887235—DIR Registration 1000013156—SB 45117—DBE 38151 COR#13 DATE: JUNE 14,2022 TO: FROM: Em ma Sm 1h 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)489-4965 P: (559)907-1068 em rras@Idassencorp.com cpgonzalez@vg-builders.com Project:05-3-20035-Fresno County Sheriff Sub Location: 1129 North Arm strong Ave Fresno,Ca 93727 W eare pleased to offer the following pricing to com Oete the following concrete im p ovem eats: ASI 06-03-2022-01 Page A-1 Provide M aterial, Labor,and Equipm Ent to com Bete the following concrete im p-ovem eats 1. Form,pour and finish 1,664 Sf of 5%:"thick concrete slab per ASI 06-03-2022-01 Sheet A-1 The total am aunt to com Bete the following im p•ovem ants is..............................$35,167.42 Price Option#1 1. Procure and install rebar per ASI 06-03-2022-01 Sheet A-1 The total am cunt to com Oete the following im p•ovem ants is..............................$5,281.72 n#2 1. Form,pour a roxim ztely 270 SF of enlarged m e hanical pad as requested per supplem ental instructions from �provem �ents eet A 1 The total am aunt to com Oete the following im ............................. 4, 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 bads 6. Earthwork, Rough Grading(grades to be within 1/10 of an inch)/Scarifying/ Over-excavation/Lim eTreatm Ent/Com Kaction 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 Contractor License#887235 * 1444 Fulton Street* Fresno,CA 93721 * 559-907-1068 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 eats 16. Concrete Hardener 17. Grouting other than m eitioned above 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 king/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 plied. If you have any questions,please contact us. Respectfully, Carlos Gonzalez V&G Builders, Inc. 2 ShippingContractor's Work 5-1/2"Thick Concrete Slab 1,664 SF C oncrete 3 2.6 1 80.00 $ 5,868.00 $0.00 V-0"Wide Thickened Ede 166 LF C oncrete 4 80.00 $ 720.00 $0.00 166 LF Formwa-k Forms2x6 1 2 2 3.50 $ 282.00 $0.00 Cure @200 SF Per G al Cure 1 .7 7 5.00 $ 127.50 $0.00 120 LF Expansion.Expansion Joh 120 0 .75 $ 90.00 $0.00 16 Tons of Sand ISand 1 615 0.00 $ 800.00 $0.00 0.00 $ 0.00 $0.00 Total Materials $ 7,887.50 $0.00 Equipment 0 Item M�r D. F250 2 5.144 4 HR$ 1,106.16 $0.00 RAM 5500 3 6.92 4 4 HR$ 1,624.48 $0.00 750 Skidsteer 2 H 5.35 8 R$ 202.80 $0.00 Line Pump 2 500 1 $ 2,500.00 $0.00 $0.00 $0.00 Total Equipment $ 5,433.44 $0.00 DescriptionLabor L 5-1/2"Thick Concrete Slab 1,664 SF Layout 0.5 1 Mason Forem a 95.18 4 1 ncluded in LR$ 380.72 C 0.5 1 em ent Mason 8 5.36 4 1 ncluded in LR$ 341.44 0 0 1 ncluded in LR$ 0.00 Formwork 166 LF 0 .5 1 Mason Forem a 95.18 4 1 ncluded in LR$ 380.72 C 0.5 2 em ent M asonj 8 5.36 8 1 ncluded in LR$ 682.88 0 0 1 ncluded in LR$ 0.00 Excavate Perimtter footing 1 Mason Forem a 95.18.8 1 ncluded in LR$ 761.44 C 1 2 em ent Mason 8 5.36 1 6 1 1 ncluded in LR$ 1,365.76 0 0 1 ncluded in LR$ 0.00 Initall 2"Sand Base 1 Mason Forem a 95.18 8 1 ncluded in LR$ 761.44 C 1 4 em ent Mason 8 5.36 3 2 1 ncluded in LR$ 2,731.52 0 0 1 ncluded in LR$ 0.00 Pour 37 CY 2 Mason Forem a 95.18 1 6 1 ncluded in LR$ 1,522.88 C 2 6 ern ent Mason 8 5.36 9 6 1 ncluded in LR$ 8,194.56 L 2 1 aborer 7 6.81 1 6 1 ncluded in LR$ 1,228.96 0 0 1 ncluded in LR$ 0.00 Strip/Cleanup 0 L .5 1 aborer 7 4.28 4 1 ncluded in LR$ 297.12 0.0 1 ncluded in LR$ 0.00 010 I 1 1 ncluded in LR$ 0.00 216 T otal Labor $18,649.44 $0.00 Subtotal $31,970.38 $0.00 Contractor Subtotal $ 31,970.38 10%C ontractor O P $3,197.04 Total $35,167.42 Subtotal $ 35,167.42 0% G L 0.00 Project Time Impact 5.5 Days T otal $ 35,167.42 LS 1 Unit Price $ 35,167.42 ShippingContractor's Work M Aerials . 2,564 LF # 3 Rebar 1 1 3011 1.50 $ 1 1,495.00 $0.00 0.00 $ 1 0.00 $0.00 Total M aterials $1,495.00 $0.00 Equipment Item Cost per Days/Un Total Extra T otal Credit F250 3 16.92 8 R$ 295.36 $0.00 RAM 5500 2 15.14 8 R$ 201.12 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Equipme $496.48 $0.00 Labor Description of Work/Notes D AYS# Trade Labor Hours Pro- Days T otal Extra T otal Credit Install Rebar 1 I son Foreman 0 5.1818 I 1 1 ncluded in LR$ 761.44 C 1 3 em ent Mason 81 5.36 2 4 1 ncluded in LR$ 2,048.64 010 I 1 ncluded in LR$ 0.00 32 T otal Labor $2,810.08 $0.00 Subtotal $4,801.56 $0.00 Contractor Subtotal $ 4,801.56 10%C ontractor O P $480.16 Total $5,281.72 Subtotal $ 5,281.72 0% G L $1.00 Project Time Impact 1 Days T otal $ 5,281.72 LS 1 Unit Price $ 1 5,281.72 Estimate WEST SCAPES DATE ESTIMATE NO. PO BOX 1150 Hanford, CA 93232-1150 6/30/2022 3288 Westscapeslnc.com NAME/ADDRESS Fax# E-mail Klassen Corporation 559-582-5017 erin@westscapes.net 2021 Westwind Drive Bakersfield, CA 93301 Phone# CA Contractors License#901810 559-583-8066 County requested to take off DG. Credit only REP PROJECT ORDERED BY needed. Sheriff Area 2 Substation ITEM DESCRIPTION QTY COST TOTAL Delete plant material from courtyard area. Keep live water line and valve located in area Add stabilized DG per drawing. Remove plants from Courtyard area per ASI 06-03-2022- replacing 12-10-21 Plant Material Landscaping Plant Material -1 860.00 -860.00 Tree Stake 8' 8'x 2"Treated Tree Stake+straps -28 2.21913 -62.14 LAB00067-3 GENERAL STATE PREVAILING LABOR AVERAGE- -9.5 57.31 -544.45 FRESNO COUNTY-(NON-UNION)-Journeyman- plant labor LAB00067-3 GENERAL STATE PREVAILING LABOR AVERAGE- -9.5 35.36 -335.92 FRESNO COUNTY-(NON-UNION)-Tradesman-plant labor other Drip Irrigation Material(.25 per sq.ft) -580 0.25 -145.00 LAB00067-3 GENERAL STATE PREVAILING LABOR AVERAGE- -2.9 57.31 -166 20 FRESNO COUNTY-(NON-UNION)-Journeyman-Drip labor LAB00067-3 GENERAL STATE PREVAILING LABOR AVERAGE- -2.9 35.36 -102.54 FRESNO COUNTY-(NON-UNION)-Tradesman-Drip labor Mulch-Almond Fi... Mulch-Almond Fine -5 25.00 -125.00 LAB00067-3 GENERAL STATE PREVAILING LABOR AVERAGE- -0.8 57.31 -45.85 FRESNO COUNTY-(NON-UNION)-Journeyman- Spread labor-wood mulch LAB00067-3 GENERAL STATE PREVAILING LABOR AVERAGE- -0.8 35.36 -28.29 FRESNO COUNTY-(NON-UNION)-Tradesman- Spread labor-wood mulch ft @ 3"-TONS TOTAL SIGNATURE Pagel Estimate WEST SCAPES DATE ESTIMATE NO. PO BOX 1150 Hanford, CA 93232-1150 6/30/2022 3288 Westscapeslnc.com NAME/ADDRESS Fax# E-mail Klassen Corporation 559-582-5017 erinCawestscapes.net 2021 Westwind Drive Phone# Bakersfield, CA 93301 CA Contractors License#901810 559-583-8066 County requested to take off DG. Credit only REP PROJECT ORDERED BY needed. Sheriff Area 2 Substation ITEM DESCRIPTION QTY COST TOTAL LAB00067-3 GENERAL STATE PREVAILING LABOR AVERAGE- 12 5 687. FRESNO COUNTY-(NON-UNION)-Journeyman- Stabilized DG labor-spread material,water and roll out. LAB00067-3 GENERAL STATE PREVAILING LABOR AVERAGE- 24.32 FRESNO COUNTY-(NON-UNION)-Tradesman- Stabilized DG labor-spread material,water and roll out. SUBTOTAL FOR Delete plant,irrigation at courtyard, i,H6. install DG. other 15%Mark up —15.9 $-2,415.39 TOTAL -$2,089.45 Undersigned hereby authorizes the above work to be done along with the necessary material,labor and hereby grant you and your employees permission to access property during the lenght of the project. An express SIGNATURE mechanic's lien is hereby acknowledged on above until to secure the amount of work/repairs thereto. Page 2