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Home My WebLink About12-10-23 - Amendment #5 to CM@R with CW Driver - Central Library Clerestory RepairCITY OF 4 aEW PORT NEWPORT A H City Council Staff Report Agenda Item No. 11 October 23, 2012 TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL FROM: City Manager's Office Stephen G. Badum, Assistant City Manager 949 - 644 -3311, sbadumAnewportbeachca.gov PREPARED BY: Stephen G. Badum, Assistant City Manager APPROVED: TITLE: Central Library Clerestory Repair — Amendment #5 to the Newport Beach Civic Center Construction Contract ABSTRACT: Staff is requesting the approval and funding of an amendment to the construction contract with C.W. Driver to replace and repair the existing clerestory of the Central Library in conjunction with the current Library expansion project. RECOMMENDATIONS: 1) Approve Amendment #5 to the Construction Manager at risk Contract with C. W. Driver amending the Guaranteed Maximum Price to add the repair of the Central Library Clerestory to the Civic Center project at a cost not to exceed $720,913 and authorize the Mayor and the City Clerk to execute the amendment. 1) Approve Budget Amendment No. 13BA -018 appropriating $720,913 to the Newport Beach Civic Center Project Account No. 7410- C1002009 from Facilities Replacement Fund reserves. FUNDING REQUIREMENTS: Upon approval of the budget amendment, sufficient funds will be available in Account No. 7410- C1002009 for the repair of the Central Library clerestory. Central Library Clerestory Repair— Amendment #5 to the Newport Beach Civic Center Construction Contract October 23, 2012 Page 2 DISCUSSION: Construction of the Newport Beach Civic Center includes a 17,000 square foot expansion of the Newport Beach Central Library to provide a vital link between the Civic Center and the Library. During the construction of the expansion, our Civic Center contractor, C.W. Driver, removed portions of the existing library structure to tie in the new construction. During this process, it was discovered that the clerestory wall on the north face of the Central Library was improperly constructed and waterproofed. As such, there is a concern about rainwater leakage. where the new addition joins the existing library. With the clerestory wall partially disassembled, staff requested a proposal to replace the existing clerestory wall and windows. The Central Library has had a long history of water leakage issues along the clerestory wall. The City's Civic Center waterproofing consultant, Allana Buick & Bers (ABB), believes that the problems stem from a combination of design issues and construction workmanship associated with the construction of the library. The City's architect, Bohlin Cywinski Jackson (BCJ), ABB, and C.W. Driver have worked closely together to redesign the clerestory to eliminate these issues. The proposed design calls for a new window system and structure that closely matches the original appearance. Staff believes that this repair work is remedial work.to the Library building and should be funded by the City's Facilities Master Plan, and not an expense of the Civic Center project. The cost to repair and replace the existing clerestory wall is $720,913. With the addition of this Library repair work, the total appropriation to date under the contract with C.W. Driver is $106,504 „125. CM @R Contract Scope Amount Ori inal General Conditions /Basic Services $7,169,255 Original GMP #1 — Mass Grading and Shoring Wall $7,336,439 Amendment #1 GMP #2 — Parking Structure Design/Build $7,426,853 Amendment #2 GMP #3 — City Hall, Library Addition & Park $82,374,384 Amendment #3 GMP #4 — San Miguel Pedestrian Bride $1,000,000 Amendment #4 GMP #5 — Signage and deferred Electrical $476,281 Existing contract Total $105,783,212 Amendment #5 Existing Libra Repair $720,913 New Total $106,504,125 ENVIRONMENTAL REVIEW: Staff recommends the City Council find this action is not subject to the California Environmental Quality Act ( "CEQK) pursuant to Sections 15060(c)(2) (the activity will not result in a direct or reasonably foreseeable indirect physical change in the environment) and 15060(c)(3) (the activity is not a project as defined in Section 15378) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it z Central Library Clerestory Repair - Amendment #5 to the Newport Beach Civic Center Construction Contract October 23, 2012 Page 3 has no potential for resulting in physical change to the environment, directly or indirectly. NOTICING: The agenda item has been noticed according to the Brown Act (72 hours in advance of the meeting at which the City Council considers the item). Submitted by: Stephen G. Ba um Assistant City Manager Attachment: A. Amendment #5 — Newport Beach Civic Center and Park B. Budget Amendment 3 AMENDMENT NO. FIVE TO CONSTRUCTION MANAGER AT RISK CONTRACT WITH C.W. DRIVER, INC. FOR NEWPORT BEACH CIVIC CENTER AND PARK (CENTRAL LIBRARY CLERESTORY REPAIR) THIS AMENDMENT NO. FIVE TO CONSTRUCTION MANAGER AT RISK CONTRACT ( "Amendment No. FIVE "), is entered into as of this day of , 2012, by and between the CITY OF NEWPORT BEACH, a Califomia Municipal Corporation ( "City "), and C.W. DRIVER, INC., a California Corporation whose address is 15615 Alton Parkway, Suite 150, Irvine, California 92618 ( "CM "), and is made with reference to the following: RECITALS: A. On June 7, 2010, City and CM entered into a Construction Manager at Risk Contract ( "CM Contract ") for the Newport Beach Civic Center and Park Project ( "Project "). B. On September 3, 2010, City and CM entered into Amendment No. One to the CM Contract ( "Amendment No. One "), as contemplated in the CM Contract, Article Six, Section 6.1.%e), to add the Design Build 450 stall parking garage and to increase the Guaranteed Maximum Price ( "GMP "). C. On February 22, 2011, City and CM entered into Amendment No. Two to the CM Contract ( "Amendment No. Two ") for additional services not included in the CM contract or Amendment No. One, to add the construction of the City Hall Office Building, Central Library Expansion, Parks and miscellaneous items of work for the Newport Beach Civic Center; to increase the CMP by $82,374,384.00 for a total GMP of $104,306,931.00; and to update the insurance provisions consistent with the City's election to implement an Owner Controlled Insurance Program ( "OCIP "). D. On November 29, 2011, City and CM entered into Amendment No. Three to the CM Contract ( "Amendment No. Three "), to reflect the City's option to construct the San Miguel Pedestrian Bridge as part of Phase Three as originally contemplated in the CM Contract, Article One, Section 1.3, and increase the GMP to $105,306,931.00 utilizing $1,000,000.00 of the Owner's Contingency along with $1,000,000.00 of the Construction Contingency to fund the costs of construction. E. On April 24, 2012, City and CM entered into Amendment No. Four to the CM Contract ( "Amendment No. Four") for additional services not included in the CM contract or prior amendments' to add the fabrication and installation of project signing and the installation of dry utilities modifications to increase the GMP by $476,281.00 for a total GMP of $105,783,212.00 4 F. City desires to enter into this Amendment No. Five for additional services not included in the CM Contract, or prior Amendments and to increase the GMP by $720,913.00 for a total GMP of $106,504,125.00. G. City and Consultant mutually desire to amend the Contract, as provided below. NOW, THEREFORE, it is mutually agreed by and between the undersigned parties as follows: 1. SCOPE OF WORK City and CM acknowledge that the above Recitals are true and correct and are hereby incorporated herein by reference. Article Two of the CM Contract shall be supplemented to include the Scope of Work dated October 10, 2012, which is attached hereto as Exhibit A, and incorporated herein by reference. The City may elect to delete certain tasks of the Scope of Work at its sole discretion. 2. GUARANTEED MAXIMUM PRICE Section 6. 1.1 of the CM Contract shall be amended to increase the GMP to One Hundred Six Million, Five Hundred Four Thousand, One Hundred Twenty - Five Dollars and no/100 (106,504,125.00). 3. INTEGRATED CONTRACT Except as expressly modified herein, all other provisions, terms, and covenants set forth in the CM Contract as amended shall remain unchanged and shall be in full force and effect. C.W. DRIVER, INC. Page 2 5 IN WITNESS WHEREOF, the parties hereto have executed this Amendment No. Five on the dates written below. APPROVED AS TO FORM: CITY ATTO N Y2 OFFICE Date: /� RV. Aaron C. Harp City Attorney ATTEST: Date: By: Leilani I. Brown City Clerk CITY OF NEWPORT BEACH, A California municipal corporation Date: By: Nancy Gardner Mayor CONSULTANT: C.W. DRIVER, INC., a California Corporation Date: By: John Thornton Executive Vice President Date: By: Bessie Kouvara Chief Financial Officer Attachments: Exhibit A — Scope of Work Dated October 10, 2012 C.W. DRIVER, INC. Page 3 C.W. Driver BUILDERS SINCE 1919 October 10, 2012 Mr. Steve Badum City of Newport Beach 3300 Newport Boulevard Newport Beach, CA 92663 PROJECT: NEWPORT BEACH CIVIC CENTER AND PARK PROJECT SUBJECT: FO -41 1.1: Existing Library Clerestory Revisions Change Order Request No. 256 Dear Steve: 15615 Alton Parkway Suite 150 Irvine, CA 92618 Fax 949.261.5 167 Telephone 949.261.5100 Sent: Email I Hand Please review this Change Order Request in the amount of $720,913 to demo existing clerestory mullions, stucco at columns, replace clerestory, replace stucco columns and construct temporary barricade at clerestory windows. Attached for your review is supporting information. Sincerely, William Hahn Senior Project Manager File: 10012 -22256 Los Angeles Irvine By: Title: Date: Signature above authorizes C W. Driver to proceed pursuant to the terms of this Change Order Request. +0i Ontario San Diego License No. 102 7 C.W. Driver ItUIL.D F :RS SINCE: 1919 NEWPORT BEACH CIVIC CENTER AND PARK PROJECT CHANGE ORDER REQUEST #0256: F. 0.411 1411.1 - Library Existing Clerestory Replacement 10110,12 Item Description Contactor Labor Math Subcontracts Toral 001 Demolition of existing windows and pilasters Miller Environmental 36,530 36.530 002 Additional cost to remove existing angle iron for installation of new HSS Miller Environmental 3,023 3,023 002 Additional costs to install tube steel window support out of sequence SME 22.988 22,988 003 Remove W 14x30 and replace with W 18x71 to maintain eonsistant look SMHSouchwest 8.000 8,000 OD3 Remove existing WT at head SMF/Southwest 15.000 15,000 004 Add f rework finhings and shec {metal. CMF ISJ61 15.161 005 Repairs to copper soft CMF 10,000 10.000 006 Furnish and Install new clerestory windows Tower Glass 230,000 230.000 007 Furnish and install new aluminum panels Tower Glass 100,000 100,000 008 Temp support for existing column wraps Superior Wall Systems 8901 890 009 Construct temporary partition behind clerestory Superior Wall Systems 21,642 21.642 010 Reframe plaster pilasters I furnish and Install new lath and plaster Superior Wall Systems 35,225 35,225 Oil Remove temporary partition upon completion and restore finishes Superior Wall Systems 25,000 25,000 Olt Reinstall existing motorized roller shades Contract Decor 7,500 7,500 013 Finish paint Western Painting 15.000 15.000 014 Remove I restore fire protection as required Underwriters 5,000 5,000 015 Rewire motorized shades I lights, etc Rosendin Electric 5,000 5,000 016 Remove I restore fire alarm & security, retest and recertify uopn completon Rosendin I First Fire 5,000 5,000 016 Miscellaneous patch Various 5,000 5,000 017 Testing Smith Emery 15,000 15,000 018 CWD Direct expenses (see attached for breakdown) C. W. Driver 24,568 20,8401 45,408 ]Prime Subtotals Direct Cost 24,568 20,8401 580,959 626,367 Contingency Liability Ins. (0.71 %of Cost) Fee (3.25 6/6 of Cost+ Liab. Ins.) Contr. Bond (0.650 / of Cost+ Liab. Ins. + Fee) 62,637 4,892 22,393 4,624 TOTAL AMOUNT OF CHANGE ORDER REQUEST 720,913 Qualifications & Exclusions 1. Pricing assumes that existing copper soffit does not need to be replaced. 2. Price includes replacement of all clerestory windows between lines E and N at the North elevatrion of the existing library only. We include warranty for all new work associated with this proposal. We cannot Warrant the watertight integrity of the remainder of the existing library exterior envelope. Page 1 of 1 Miller Environmental, Inc. Newport Beach Civic Center Park COR #4 - PCO #256 - Demo Work @ Library windows Job Name: Newport Beach Civic Center & Park (MEI Job No. 2941) COR #4 - PCO #256 - Demo Work o@ Library windows Description Units Quantity Unit Price Extension Materials iiu"ee'f;4: kE' �? 5'�fi�K)' l!'k6�!E `.ter si "w� iu'�? l t' 's,FA 6x20 FR Poly Roll 3.00 $112.00 $336.00 4x20 FR Poly Roll 0.00 $108.00 $0.00 4x20 Black Poly Roll 0.00 $95.00 $0.00 420 Clear Poly Roll 0.00 $98.00 $0.00 6x20 Clear Poly Roll 0.00 $102.00 $0.00 Duct Tae CS 1.00 $142.00 $142.00 Masking Tae CS 0.00 $98.00 $0.00 Spray lue CS 0.00 $25.50 $0.00 Protective Suits CS 0.00 $70.00 1 $0.00 Standard Respirator Filters Pk. 0.00 $5.00 $0.00 Organic Respirator Filters Ea. 0.00 $6.25 $0.00 PAPR Respirator Filters Ea. 0.00 $7.25 $0.00 Air Cassettes Bx 0.00 $37.17 $0.00 Clear Bas Roll 2.00 $75.00 $150.00 Printed Bas Roll 0.00 $53.00 $0.00 Shower Filters Ea. 0.00 $1.55 $0.00 1/2 Face Filters Pr. 0.00 $1.98 $0.00 Glove Bas Roll 0.00 $131.201 $0.00 Dorado Lead Strip 2021 Pl. 0.00 $165.00 $0.00 Enca sulant Pl. 0.00 $47.00 $0.00 Fiberlock IAQ 2000 Fungicide Ea. 0.00 $12.00 $0.00 4" Replacement Blades Pk. 0.00 $2.10 $0.00 Knit Ras CS 0.00 $26.00 $0.00 White Disposable Towels CS 0.00 $22.06 $0.00 Peel Away SP -1 PI. 0.00 $74.50 $0.00 Saws All Blades Pk. 3.00 $55.00 $165.00 Full Body Harness w/ Lanyard Ea. 6.00 $125.001 $750.00 Lead Signs Ea. 0.00 $0.60 $0.00 Cotton Gloves Ea. 0.00 $1.25 $0.00 Gunn Leather Palm Gloves Dz. 0.00 $17.19 $0.00 Safety Glasses Fa. 0.00 $2.16 $0.00 Hudson Sprayer Ea. 0.00 $13.97 $0.00 Smoke Test Kit Ea. 0.00 $55.00 $0.00 Mastic Remover PI. 0.00 $39.00 $0.00 50' Water Hose Ea. 0.00 $35.00 $0.00 Sprayer 3 allon Ea. 0.00 $19.201 $0.00 Negative Air Primary Prefilter Bx 0.00 $22.75 $0.00 Neciative Air Secondary Prefilter Bx{{�� 0.00 $38.83 $0.00 Subtotal Materials y�, .... ti r I d � � �o i _.:,r..'$`i. $1.543.00 $150.44 Sales Tax 9.75% �.(, 'Wt.`• p , ilfil:t `� .�Eu )Gkbp��4'p9p�ip#�5` � Labor �� - •kl i. p - 4 ;�..� � �' ��, r�� t fi Straight Time Foreman hr 1 72.01 $53.001 $3816.00 Laborer hr 432.0 $52.00 $22,464.00 Over Time Foreman Overtime x 1.5 hr 0.0 $64.73 $0.00 Laborer Overtime x 1.5 hr 1 0.0 $62.15 $0.00 7/13/2012 9 Miller Environmental, Inc. Newport Beach Civic Center Park COR #4 - PCO #256 - Demo Work @ Library windows Description Units Quantity Unit Price Extension Subtotal Labor E ui ment t a e It $26,280.00 rMITRMERIP'siR Excavator 176,0001b hr 0 $300-001 $0.00 460 LX Excavator 100,0001b - Operated hr 0 $205.00 $0.00 Excavator 75,0001b hr 0 $110.00 $0.00 Excavator 28,8QOIb hr 0 $75.00 $0.00 7,500 Lb. Hydraulic Breaker hr 0 $95.00 $0.00 966 Loader day 0 $45.00 $0.00 Backhoe hr 0 $55.00 $0.00 Water Truck 2 000 al hr 0 $30.00 $0.00 Low Side End Dump hr 0 $95.00 $0.00 PAPR Respirator day 0 $20.00 $0.00 Diesel Fuel gal 0 $6.00 $0.00 55. Gallon Drum Ea. 0 $35.00 $0.00 Fork Lift day 0 $105.00 $0.00 Saw Cutting w/0 erator hr 0 $135.00 $0.00 Vec Loader - Operated hr 0 $125.00 .$0.00 Work Truck (lton) hr 0 $15.50 $0.00 Torch Kit with tools & fuel day 2 $125.00 $250.00 Negative Air Machine day 0 $50.00 $0.00 HEPA Vacuum day 0 $50.00 $0.00 Airless Sprayer da 0 $75.00 $0.00 Chop Saw day 2 $85.00 $170.00 Air Compressor w /tools day 0 $250.00 $0.00 Boom Lift day 1 $300.00 $300.00 Air /Jack Hammers, Rivet Boosters day 5 $40.00 $200.00 Skid.Steer Loader day 0 $200.00 $0.00 Grapple Bucket for Skid Steer day 0 $80.00 $0.00 Generator and lights day 0 $100.00 $0.00 Equipment o-aRireR a f�+ Subtotal OWN Eia i f ' , i �� @@ + $920.00 1 Subcontractor [ 5 Aerial lift LS 1.00 $1,800.00 $1,800.00 Waste Bin LS 1.00 $450.00 $450.00 Scaffold LS 1.00 $1,500.00 $1,500.00 LS 0.00 $0.00 $0.00 LS 0.00 $0.00 $0.00 LS 0.00 $0.00 $0.00 LS 0.00 $0.00 $0.00 LS 0.00 $0.00 $0.00 Subtotal Subcontractor i - . '99° .,.. �� + � ' , A� ° , o ii a " .a $375000 +,I'� + i $32,643.44 Subtotal Cost}."` I Markup Material 10.00% 6 $169.34 Markup Labor 10.00% $2 628.00 Markup Equipment 5.00% $46.00 Markup Subcontractor 5.00% �; + r� ii E $187.50 „' V �I'i��E�tl �l� l+f �i�lltllx �snk$ Subtotal' Chan a Order Re uest I` nsurrka�nnyacae &�nnnBonds �, . ;I 2.40% ; r [ $35,674.29 � � »!, � .w , ,, , i, i@ ttrycCyynn��pp,,,,��p;pp��eeffEEyy yy y � ,Y¢YFF.fik3a�.q ?i!' 2[elRII.A f£1 FCf85Y!!RYf "��i!YIl!'� FJNtl9t'�i�4dSrF Total Chan a Order Reg, est w . � ! �w , . 'a „ Cpyyk�JJ�qY2� �y$856.18 ' FfTilMLI Wi i� Lw�� $36530.47 7/13/2012 10 August 23, 2012 C. W. Driver 1100 Avocado Drive Newport Beach, CA 92660 Attention: Mr. Robert Stewart OR e -mail: rstewart@cwdriver.com Reference: Newport Beach Civic Center & Park SM- Steel Contractors Project No. 0565 ,--6 Subject: CW Driver Field Order #411.1, CWD RFI #11.40.1, Hand Install HSS I0x6, Seat Angles & Stiffeners (No CWD COR Number) SME COR #233 Dear Robert, We are hereby submitting our Change Order Request No. 233 for additional cost to had set HSS 10x6, change column angle connections and add support plates for stud framing as per CWD Field Orders 411.1 & 411. The total amount requested for this change to scope is $22,988.00. Documentation provided: 1. Attachment "A " - -- Listing of all applicable costs by working category. 2. Attachment "C " - -- Summary listing of field T &M daily tickets. 3. CWD Change Request Cover Sheet - -- Pricing and description. Other specifics regarding this change: 1. We estimated crane setting of HSS I Ox6 members along the existing columns at 1 line after lower support angle was welded in place which would have taken (1) hour with a (6) man raising gang. 2. These members had to be jerry- rigged in place by hand and with. chain falls. 3. The original setting angles had to be scrapped and replaced with L6x4xl/2. 4. New metal stud support plates were installed under the direction of CWD. 5. Prime painting and touch -up is by Western Painting. SBO1 WEST WELLS PARK ROAD PHONE B01 .2BO. ❑%1 1 WEST JORDAN, LIT 6406'1 WWW.SMESTEEL.COM FAX BO1.2S0.346O11 C. W. Driver Page 2 of 2 August 23, 2012 6. Detailing of changes per FO #411.1 & 411 is excluded. 7. Our field superintendent, Paul I3rietenbach, confirmed with the outside inspection agency that the work completed met requirements of Field Order 411.1 and 411 prior to leaving site. 8. If additional work is required relative to the aforementioned field orders, then this work will be addressed in a separate SME COR. Your approval is requested within (20) calendar days from the date of this letter. This quotation is based on the jobsite constraints and schedule requirements discussed to date. We have not anticipated disruptions, changes in sequence, delays and/or acceleration costs in this quotation. If you have any questions, please call. Sincerely, SME STEEL CONTRACTORS John Walter Sr. Project Manager 5801 WEST WELLS PARK ROAD WEST JORDAN, UT 64081 PHONE 801.2130.071 1'2 FAX 801 .280.3460 SME STEEL CONTRACTORS "Attachment A" 13 Customer: C.W. Driver Date: 8/23/2012 Project: Newport Beach Civic Center Project #: 0565 Reference:. CWD FO #411.1, RFI #1140.1, Revisions to Setting of HSS10x6 SME COR* 233 QesJcr_IptlQ--n ' . , ", Quanti' j. L;Uiiifl _T11ofiffl-, 0.- Steel Plate 612.00 Lbs x 0.65 $397.80 Steel - WF 0.00 Lbs x 0.63 KOO Steel - Ah§le (buy out ) I Lot x 1234.80 $1.234.80 Materials Steel - Bent Plate 0.00 Lbs, x 0.76 $0.00 Total Maiteirial WbIght-Added 613.00 Lbs $0.00 Bending / Rolling 0 Lot x 0.00 $0.00 Rainling' 0 Lbs X. $0.32 $0.00 Bolt Replacements I Lot X, $0.00 $040 Welding Consumsbles 1 Lot x .$0.00 $0:00 1 $1,633 Tax Tax on Material f-6331$ x _8:75% $142.-891 $143 Drawings Detalling.(excluded) Detailing (Overtime) Engineering/Coordination Data Input/Production Control Drawing Reproduction (11x17) Drawing Reproduction (full) 0 Hrs x $70.00 $0.00 $220 0 Hrs x $0.00 $0.00 4 Hrs x $55;00 $220.00 0 Hrs x $55.00 $0.00 0 D. s x ' 0.00 $0.00 .0 Dwgs I.x 1 $0.00 Shop Labor Shop Labor Shop Labor (Load) Shop Labor (Blast & Paint) 0 Hrs x $55.00 $0.00 $0 rs Q $0!00,. Freight Freight (per load) 011-oad E=lFx $1 460.00 P$ $0.00 � $0 0 1 Los 13 Field Labor Field Labor Composite S.T. Field Labor, Composite O.T. Field Labor, Composite D.T. Safety/ Quality Control 166.0 Hrs x $82.43 $13.683.38 $13,683 0.0 Hrs x $110.30 $0.00 00 Firs- x $133.30 $0.00 0.0 Hrs x $0.00 $0.00 0.0 Hrs x $82.43 $0.00 Field Equipment Supplies Crane Forklift (offload) Generator Hilti Drill JLG Mag Drill Scissorlift Welder Torch Field Truck Chain Fall Service & Fuel Miscellaneous supplies -1.0 Hrs X, 460.00 ($460=) S 4,201 18.0 Hrs x 56.10 $1,009411 0.0 Hrs X, 23.24 $0.00 0.0 Hrs x 12.56 $0.00 -12.0 Hrs x 77.55 ($930.60) 0.0 Hrs X. 16.35 $0.00 80 Hrs x 19.94 $159.52 64.0 Hrs x 22.00 $1.188.00 32.0 Hrs x 11.00 $352.00 72.0 Hrs x 6.20 .$446.40 44.0 Lot x $5.60' $246.40 1.0 Lot x 529.77 $529.77 0.00. -Sub -Total (SME Work) $19,880 Subcontracts Painting (touchup) (excluded) I x MOO $0.00 $0,.. 1 ILot I x 1 $0.001 $0.00 Total Subcontracted Work) Overhead/Profit Overhead on Subs _..§ub $19;880.13 x 15% $2,982.02 $0.00 x 5% $0.00 Sub Total SME Contract $22,862 Bond Costs F___$22_.8_62 Lot- X 0.111155i $ 125.74, GRAND TOTAL $22,988 Clarifications, Exclusions & Time Extensions: See attached letter. By: j. walter 13 SME ®FAIL SUMMARY SKEET CWD Field Order 411.1, Connection Modification to HSS10x6 @ Library Curtain Wall COR #233 ATTACHMENT 99099 I:yiilWiUF,,T 7^-V 23 -Aun Date SME IW Field DFAR Reg Truck. No: Hrs Hrs Fk "lift Hours Chain Sc'lift Fail- Drill Hours Hours. JLG Hours Crane Torch Welder Hours Hours Hours ®�� 1� 11 11 11 11 11 1: � •1 1 11 11 1 11 11 •1 •1 �� 1 1 • 1 1 1 1 1 1 1� . 1 1: • ®' �� 1 1 1 1 1 1 1 1 1 1 : 1 • 1 �� 1 1 1 1 / 1 1 1 1 1 1 1 • 1 ----- - - - - -- Notes: 1. This work took place @ the Library along 1 line. 2. CWD provided elevation and dimensional location for setting of HSS10x6 per details 15&14/SR5.52. 3. The previously provided L5x5 per detail 14/SR5.52 has been changed to L6x4x1/2 per FO #411.1 4. All painting associated with work applicable to this change is by others. 5. We have provided a credit to crane set the HSS10x6 during normal sequential erection @ the Library. CeW.Driver BUILDERS SINCE 1919 M t a^ t.. RE CEIR % By ry EHD am lc o'amay `2023 �l 11, Request For InTormation 15615 Alton Parkway, Sulle 150 Irvin, CA 02618 Tel: 049.261.5100 Fox: 949.261.5167 Site: 1100 Avocado pdve Newport Basch, CA 92680 Fax 949.644.6392 Telephone 949.640.0516 Newport Beach Civic Center and Park Project Mr. Josh Keller Bohlin, Cywinski, Jackson 49 Geary Street, Suite 300 San Francisco, CA 94108 Fax No: 415.989.2101 Subject: Library - Clerestory Tube Steel and Beam Dimension Request Question Reference attachment, F0411, F0411.1 and RFI -1140 RFI #: 1140.1 July 27, 2012 RFI Initiated By. C.W. Driver RFI Importance: Critical Persuant to sheet ASK -584 of field order 411.1, a dimension from centerline of existing beam to outside face of 6x10 tube steel is not indicated. Please provide a dimension from center of beam to outside face of 6x10 tube steel. Please Respond By: 08103/12 Transmitted By: Kellar Harrell Project Engineer Response See attached sketches from ARUP Structural. Dimensions should be verified with Curtain Wall subcontractor to ensure they have adequate space for thier system and related waterproofing. Responded By Name: Josh Keller Company: Bohlin, Cywinski, Jackson Date: 7/31/2012 You are to proceed with the instructions contained herein. If these instructions involve cost or schedule Impacts, please notify C.W. Driver within (7) days of receipt and await direction before proceeding. Copies: Bruce Clemens, Anderson -Penna Date Sent: 7 /31/12 Dennis Jean, Architectural Glass and Aluminum Date Sent: 7131112 Bill Rodgers, Interwest Consulting Group Date Sent 7/31/12 Roger Peterson, Interwest Consulting Group Date Sent: 7 /31112 Henry Hamilton, Southwest Steel Date Sent: 7/31112 15 Bohlin Cywinski Jackson 49 Geary Street, Suite 300 RFI Response San Francisco, CA 94108 415.989.2100 Voice 415.989.2101 Fax Date In: 07/27/12 Date Due: 08108/12 RFI No: 1140.1 Date Returned: 07/31/12 Project Name: Newport Beach Civic Center and Park BCJ Project No: 08519 Submitted to: CW Driver Attn: Rick Shafer 15615 Alton Parkway Suite 150, Irvine, CA 92618 RFI responses are hereby defined as clarifications or interpretations of the Contract Documents that do not Impact the project cost or project time. Proceeding with the Work In accordance with the information contained Ina RFI response constitutes agreement by the Construction Manager and all parties affected by the response given that no change In the Contract Sum or Contract lime Is required by the RFI response. if the Construction Manager or any other entity contends that a change in the Contract Sum or Contract Time Is warranted by this RFI response It shall notify the Architect immediately and before performing any Work required by the RFI response. Subject: Ubrary - Clerestory Tube Steel and Beam Dimension Request Discipline(s) Affected: ® Architectural ❑ Electrical []Landscape ❑ Plumbing ❑ Sustalnabllity ❑AV ❑Fire ❑ Lighting ❑Security ❑Telecomm ❑Civil ❑Food Service ❑Mechanical ❑Structural ❑Waterproofing Related Documents: 140.1 - Response .pdf Response: Please see attached for the RFI response. Issued By: Josh Keller, BCJ E QDL ILooRM6 Klkck�-- SIZLl- I M1 ' IN A V•tl'^6. I.RiFi�' GXIO LAPS+ RPTD Aa^F ED6E / �lik5" RING TB66 I�FO�MEO FLg911rb Ism SrL P' "ERi�a RPN BcQ.7'T. K2EP CLSAIL N• ICiLNINAiIM1. ( "('F'w FEA.SjeL�ICOI'SUL w/ PaD. Newport Beach Civic Center & Park 1f0UA+aaCO'Alete,Itrp%t BeaCLGS6H1 F. 0. 411 DE W°' 6.2.6.2012 SILL PAN FASRING NEW o61�rJL. BWAAtlIWmlm SWO DAM BP(0ND BOW QjMnSld J=kSM CLE =STOruj WIA/Dow CSROWN LN VI ) A14D R oop - %Fc:XlorJ 84- %:I NL'IS(9 . PPGssU?e BF- G 3i,s r 7- PP,RtF- P9E55011e BAR' �. c&A -��i SET IERIIO.L LEG �P SILL Fwm � NOT AVAILABLE BY AGAR rIhSZER- FLAswws iN A FU" BED op moyme ALUM. C.Nfi I P4Ltis n- SL LONG SEp(ANi OR "IMDe TO CReAgE mAswr YE[LTItAI Cier - SLT PoF12c NfAt LEG aF SLLL PAN FLP$RING IN HUnL SEjv,� GoMPKCaSION W[i1 LEG OF SILL PAN r- t*tMNG _ r'ELF-ADNE{LING S AS SAew U. _ ' Fw G MEB. 6-00 hwn.SILL Pl[Smm m I N CEp DAS H£D) ._ PtA5 Hw CPA+NICei PAINT" ALA'` --� —� COUAf1eRFLASfN NG ICI %I, Ga NT• 2¢-F1�65M TEFMINRIIPN BAR,w M ��r ALONG S .. To PQOVIDE vERm LAL INAT ON FILLET CDNluxWS AWP& - o� PVC- FLNSHIUG J[ ., •: SELF RD�hERIUG "tMEMN. 11nn.... vc L P RISN N6. +rl FL FLAawlue QDL ILooRM6 Klkck�-- SIZLl- I M1 ' IN A V•tl'^6. I.RiFi�' GXIO LAPS+ RPTD Aa^F ED6E / �lik5" RING TB66 I�FO�MEO FLg911rb Ism SrL P' "ERi�a RPN BcQ.7'T. K2EP CLSAIL N• ICiLNINAiIM1. ( "('F'w FEA.SjeL�ICOI'SUL w/ PaD. Newport Beach Civic Center & Park 1f0UA+aaCO'Alete,Itrp%t BeaCLGS6H1 F. 0. 411 DE W°' 6.2.6.2012 pBmi " YC. - NEW o61�rJL. BWAAtlIWmlm BOW QjMnSld J=kSM CLE =STOruj WIA/Dow �.• . °° �"..�"`°° a aaaavlmq.e�uun A14D R oop - %Fc:XlorJ 84- %:I NL'IS(9 V Ul I L4 C4 I wPION .3 .5-- al t4 I ro Z 0 Im a cii qL a Q- Q.-Li 00 3 I ta tu 6) IQ -z I o. W. 3. o FL A -7 IL ILL - MMIZ� .3 VA 0 0 1H ARUP 2D Vyi I Sheet No. . Rey. Job Tide GVtY �.�9vY�� WL)Vi / —ice BPAV2-Y Q. Rd. Made By U'-t : Dale ZD'Z Chd. TA e, Is -C, f N oM lro�aC- of Al-traI'v -0 t$s H ss 10", 6w 51$ Z- pY "I /Z X Z.b" l-o�-A , Tli a FLA-m L,6 FA(-6 0�- CAL I Of 1 I t I 1 7 f f HOml tl 81MOdM3N 30 IIEIi4l it li � rc SUBCONTRACTOR CHANGE REQUEST COVER SHEET PROJECT: NEWPORT BEACH CIVIC CENTER AND PARK PROJECT SUBCONTRACTOR: DATE: CWD CDR / PCO NO. SUBC. CDR NO. SOURCE OF CHANGE'. (Bulletin, Field Order, RI Superior Wall Systems 5/14/2012 PCO # 21222 EWA # 12110 PCO # 21222 =1, etc.) DESCRIPTION OF CHANGE Provide temporary support for the existing column wraps at the library expansion COST OF CHANGE: NO COST / ADD / DEDUCT $ 890.00 (circle one) Subcontractor shall attach full labor, material and cost breakdown and associated backup documentation for the above cost as required to fully explain the all components of the cost in accordance with Exhibit B, Item 17 . allowable markups are as defined in Exhibit B, Item 18. Upon acceptance of the above cost, Subcontractor shall execute a Subcontract Change Order which shall constitute acceptance by Subcontractor that (a) The above price adjustment includes all costs associated with the change(s) including but not limited to direct andlor indirect costs, damages and all overhead and profit for any and all impacts and /or delays arising out of or relating to the changed work on the project, including any schedule extension, compression or revised sequencing; (b) no further adjustment to this provided herein shall be made; and (c) all the terms and conditions of the Subcontract, except as modified by this and any previous Change Orders, shall remain in full force and effect and apply to the work as so changed. Submitted by: Chris McGhie Title: Senior Project Manager Office Phone: 714.278.0000 Cell Phone: 714.519.8629 Email: cmcahieOsuoerionyg4 ystems.com 22 SUBCONTRACTOR CHANGE REQUEST COVER SHEET PROJECT: NEWPORT BEACH CIVIC CENTER AND PARK PROJECT SUBCONTRACTOR: Superior Wall Systems DATE: 6/11/2012 CWD COR / PCO NO. N/A SUBC. COR NO. RFC # 043 SOURCE OF CHANGE: As Requested (Bulletin, Field Order, RFI, etc.) DESCRIPTION OF CHANGE Total cost to add a temporary wall and ceiling on top of the existing temporary wall. COST OF CHANGE: NO COST / ADD / DEDUCT $ 21 (circle one) Subcontractor shall attach full labor, material and cost breakdown and associated backup documentation for the above cost as required to fully explain the all components of the cost in accordance with Exhibit B, Item 17. allowable markups are as defined in Exhibit B, Item 18. Upon acceptance of the above cost, Subcontractor shall execute a Subcontract Change Order which shall constitute acceptance by Subcontractor that (a) The above price adjustment includes all costs associated with the change(s) including but not limited to direct and /or indirect costs, damages and all overhead and profit for any and all impacts and /or delays arising out of or relating to the changed work on the project, including any schedule extension, compression or revised sequencing; (b) no further adjustment to this provided herein shall be made; and (c) all the terms and conditions of the Subcontract, except as modified by this and any previous Change Orders, shall remain in full force and effect and apply to the work as so changed. Submitted by: Chris McGhie Title: Senior Project Manager Office Phone: 714.278.0000 Cell Phone: 714.519.8629 Email: cmcghie a)..suoedorwallsystems.com 23 /A^ln — -x'77 C� June 11, 2012 SU` nor WALL SYSTEMS INC. 1232 East Orangethorpe Ave. - Fullerton, CA 92831 - (714) 278 -0000 - Fax (714) 278 -0090 Mr. David Edwards Via: Email CW Driver Contractors 468 N. Rosemead Blvd. Pasadena, CA 91107 RE: Newport Civic Center Superior Job No. 558 RFC # 043 Gentlemen: Please find below costs associated with this request for Change Order for the above referenced project. Cost associated with Temp Wall. RFC # 043 Total cost to add a wall and ceiling on top of the existing S 18,541.30 temporary wall at the Library. 15% 0 8 P $ 2,781.20 1.5% Bond $ 319.84 TOTAL Request for Change Order S 21,642.00 Qualifications 1 Pricing does not include overtime. 2 The price indicated is for this change only and does not include any compensation for costs which may be incurred as a result of delays or accelerations. 3 Cost excludes, taping and insulation 4 Cost includes Drywall on the interior and densglass on the exterior 5 The price indicated is valid for thirty (30) days. Should you have any questions or require additional information, please call. Sincerely, Superior Wall Systems, Inc. Chris McGhie Senior Project Manager Attachments: 24 SuperiorWall Systems Bid Summary Temp Wall Bid No. 1 Selected Sections: 09250 Drywall Selected Typical Areas: Selected Areas: (unassigned), L01 Lower level, South Saddle, North Saddle, Library, 2nd Library, 1st Library, 2nd Fir DE, 2nd Fir F, 1st Fir F, 1st Fir DE, Basement, 1st Fir AB, 2nd Floor AB, 2nd Floor BC, 2nd Floor CD, 1st Fir BC, 1st Fir CD, L02 Upper level, EAST Library, Center Library, WEST Library, 1st Floor, L03 Roof, CC00 Lower level, CC Exterior, CC01 1st level, Bay A, Bay B, BAy C, BAy D, Bay E, Bay F, CCO2 2nd level, CC03 Roof, Council 01 1st floor, Council 02 Roof Estimator: Job Class: Job Status: Bid DateRme: 11/17/2010 12:00:00 PM Wage Type: Union Plans Date: 11117/2010 Job Site: 92663 Material 8 Labor Total: 18,541.30 Grand Total: $18,541.30 25 06/11/2012 6:58 am Page 1 Unit Pricing No. Condition Height Quantity - -- - --- - Mat. a �. - -- eta Total Price 1 Add Temp wall vertical above existing temp wall 12'0" 156.83 LF 3.14 3.61 6.741 SF 12,693.09 2 Add Temp wall horizontal Lid above existing temp TO" 157.25 LF 4.28 8.11 12.40 / SF 5,848.21 wall Material 8 Labor Total: 18,541.30 Grand Total: $18,541.30 25 06/11/2012 6:58 am Page 1 SuperiorWall Systems Payroll Report Temp Wall Bid No. 1 Selected Sections: 09250 Drywall Selected Typical Areas: Selected Areas: (unassigned), L01 Lower level, South Saddle, North Saddle, Library, 2nd Library, tsl Library, 2nd Fir DE, 2nd Fir F, 1st Fir F, 1st Fir DE, Basement, 1st Fir AB, 2nd FloorF 2nd Floor BC, 2nd Floor CD, 1st Fir BC, 1st Fir CD, L02 Upper level, EAST Library, Center Library, WEST Library, 1st Floor, L03 Roof, CC00 Lower level, CC Exterior, CC01 1st level, Bay Bay B, BAy C, BAy D. Bay E, Bay F. CCO2 2nd level, CC03 Roof, Council 01 1st floor, Council 02 Roof Estimator: Job Status: Job Class: Bid Date/Time: 11/17/2010 12:00:00 PM Wage Type: Union Plans Dale: 11/1712010 Job Site: 92663 (Union) Lay out (Union) 61.64 0.00 0.00 0.00 0.00 61.64 493.12 8.38 0.00 516.27 Totals 0.00 0.00 0.00 0.00 187.76 0.00 10,617.13 N 0611112012 6:58 am Page 1 Hourly Daily Payroll Class Base Fees Insurance Tax BURDEN -L Wage Wage Hours Per Diem Gross Pay ABOR Drywall Framer 55.86 0.00 0.00 0.00 0.00 55.86 446.88 83.76 0.00 4,678.59 (Union) Drywall Hanger 55.86 0.00 0.00 0.00 0.00 55.86 446.88 39.42 0.00 2,202.11 (Union) GENERAL LABOR 55.86 0.00 0.00 0.00 0.00 55.86 446.88 12.88 0.00 719.36 (Union) Hanger (Union) 55.86 0.00 0.00 0.00 0.00 55.86 446.88 29.42 0.00 1,643.51 Job Supervision "A° 61.64 0.00 0.00 0.00 0.00 61.64 493.12 13.91 0.00 857.30 (Union) Lay out (Union) 61.64 0.00 0.00 0.00 0.00 61.64 493.12 8.38 0.00 516.27 Totals 0.00 0.00 0.00 0.00 187.76 0.00 10,617.13 N 0611112012 6:58 am Page 1 SuperiorWall Systems Section Markup Temp Wall Bid No. 1 Selected Sections: 09250 Drywall Selected Typical Areas: Selected Areas: (unassigned), L01 Lower level, South Saddle, North Saddle, Library, 2nd Library, 1st Library, 2nd Fir DE, 2nd Fir F, 1st Fir F, tsl Fir DE, Basement, 1st Fir AB, 2nd Floor AB, 2nd Floor BC, 2nd Floor CD, 1st Fir BC, 1st Fir CD, L02 Upper level, EAST Library, Center Library, WEST Library, 1st Floor, L03 Roof, CC00 Lower level, CC Exterior, CC01 1st level, Bay A, Bay B, BAy C, BAy D. Bay E, Bay F, CCO2 2nd level, CC03 Roof, Council 01 1st floor, Council 02 Roof Estimator: Job Status: Job Class: Bid Date/Time: 11/17/2010 12:00:00 PM Wage Type: Union Plans Date: 11117/2010 Job Site: 92663 Bid Material Mat. Cost Code Quantity Unit Cost Total Cost 1/2" COX FIR PLYWOOD, 1' x 1', (PLYI2CDFR 1) 895 - WOOD 320.00 SF 1.00 320.00 MATERIALS Stud 3 -5/8 1 89 Cee, 9', (S35818C) 901 (METAL 389.19 LF 1.21 472.09 FRAMING) Stud 3 -5 /8 18ga Cee, 12', (S35818C) 901 (METAL 1,552.65 LF 1.21 1,883.36 FRAMING) Layout / LF„ (LO) 901 (METAL 314.08 LF 0.08 25.13 FRAMING) Cont Angle for Framing, 4" 14 Ga, (AGL HVY GA) 901 (METAL 361.20 LF 1.27 460.16 FRAMING) Track 3-5/8 18ga, 10', (T35818) 901 FRAMING 690.98 LF 1.07 735.90 MATERIAL 518° GP Densglas Gold Sheathing, 4' x 8', (DENSGOLD58) 902 (GYPSUM 2.589.12 SF 0.60 1,540.53 BOARD/ SHEATHING) 5/8" F/S Wallboard, 4' x 12', (X58) 902 DRYWALL 1,976.10 SF 0.25 494.02 5/8" F/S Wallboard, 4' x 9', (X58) 902 DRYWALL 495.34 SF 0.25 123.83 7116' #10,Teks„ (PHTEXT) 903 FASTENERS 0.13 Boxes 75.00 9.54 Pan Heads Tek Points„ (PHT) FASTNER 1,130.70 EA 0.03 28.27 314 Concrete Pin /Load„ (SPC) FASTNER 329.79 EA 0.30 98.94 Tek Screws 1- 114 „(DTS114) FASTNER 0.35 Boxes 75.00 26.48 Screw 1 -1/4 Reg„ (DS114) FASTNER 5,649.00 EA 0.03 141.22 Not Bid Material Total: 6,359.48 Lab. Cost Code Wage Type Quantity Prod /Hour Unit Cost Total Cost Hang ext sheathing (220 (HANG BOARD EXT)) Union 2,353.75 SF 80.00 0.70 1,643.51 HANG PLYWOOD (221 - HANG PLYWOOD) Union 320.00 SF 32.00 1.75 558.60 Layout (400 (LAYOUT)) Union 314.08 LF 37.50 1.64 516.27 Interior frame walls (411 FRAME INT WALLS) Union 314.08 LF 3.75 14.90 4,678.59 Hang int gyp walls (421 HANG GYP WALLS) Union 2,353.75 SF 80.00 0.70 1,643.51 Net Labor Total: 9,040.47 27 06/11/2012 6:58 am Page 1 Section Markup Temp Wall Bid No. 1 Grand Total: $18,541.30 28 06/11/2012 6:58 am Page 2 Material Labor Equipment Other Total Not Totals 6,359.48 9,040.47 0.00 0.00 15,399.95 Stock 994.73 0.G0 - - 994.73 Cleanup 0.00 719.36 - - 719.36 Supervision - 857.30 - - 857.30 Escatallon 0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00 Tax/Burden 7.75% 569.95 6.00 %. 0.00 0.00% 0.00 0.00% 0.00 569.95 PerDiem - 0.00 - - 0.00 Sub Total 7,924.17 10,617.13 0.00 0.00 18,541.30 Overhead 0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00 Profit 0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00 Bid total 7,924.17 10,617.13 0.00 0.00 18,541.30 Grand Total: $18,541.30 28 06/11/2012 6:58 am Page 2 iS IN - ..f---- ---- .44 . .... ...... --- - - - - — - — - — — — ";7 J3 d i . . . . . . . . ... . . . . . ... all I Q: T i. jail! 9 LL LO LL -j Lor, 3: CL E CO CD O. E -.c: .(n .2 cn 0) N .a (D > 0 X N .0 m (D -0 O .0 co 0 N 0 > m 3: ca 3 CL OL E E Fes— CD - ..f---- ---- .44 . .... ...... --- - - - - — - — - — — — ";7 J3 d i . . . . . . . . ... . . . . . ... all I Q: T i. jail! 9 SUBCONTRACTOR CHANGE REQUEST COVER SHEET PROJECT: NEWPORT BEACH CIVIC CENTER AND PARK PROJECT SUBCONTRACTOR: Superior Wall Systems DATE: 7/19/2012 CWD COR / PCO NO. N/A SUBC. CDR NO. RFC # 039 R1 SOURCE OF CHANGE: Requested by Kellar (Bulletin, Field Order, RFI, etc.) DESCRIPTION OF CHANGE Plaster existing columns from the new library roof to the existing Library roof to include reframing the columns. COST OF CHANGE: NO COST / ADD / DEDUCT (circle one) 3901 Subcontractor shall attach full labor, material and cost breakdown and associated backup documentation for the above cost as required to fully explain the all components of the cost in accordance with Exhibit B, Item 17. allowable markups are as defined in Exhibit B, Item 18. Upon acceptance of the above cost, Subcontractor shall execute a Subcontract Change Order which shall constitute acceptance by Subcontractor that (a) The above price adjustment Includes all costs associated with the change(s) including but not limited to direct and /or indirect costs, damages and all overhead and profit for any and all impacts and /or delays arising out of or relating to the changed work on the project, including any schedule extension, compression or revised sequencing; (b) no further adjustment to this provided herein shall be made; and (c) all the terms and conditions of the Subcontract, except as modified by this and any previous Change Orders, shall remain in full force and effect and apply to the work as so changed. Submitted by: Chris McGhie Title: Senior Project Manager Office Phone: 714.278.0000 Cell Phone: 714.519.8629 Email: cmeghie (o)suoeriorwallsystems:com 99 0 ,, �a wALL sysTEms INc. 1232 East Orangethorpe Ave. - Fullerton, CA 92831 - (714) 278 -0000 - Fax (714) 278 -0090 July 19, 2012 Mr. David Edwards Via: Email CW Driver Contractors 468 N. Rosemead Blvd. Pasadena, CA 91107 RE: Newport Civic Center Superior Job No. 558 RFC # 039 R1 Gentlemen: Please find below costs associated with this request for Change Order for the above referenced project. Cost associated with existing Library plaster columns: RFC # 039 Rl Total cost to replaster the existing columns from the new library $ 30,177.81 roof to the existing library roof to include framing. 15 %08P S 4,526.67 1.5% Bond $ 520.57 TOTAL Request for Change Order S 35,225.00 Qualifications 1 Pricing does not Include overtime. 2 The price indicated is for this change only and does not include any compensation for costs which may be incurred as a result of delays or accelerations. 3 The price indicated Is valid for thirty (30) days. Should you have any questions or require additional information, please call. Sincerely, Superior Wall Systems, Inc. Chris McGhie Senior Project Manager Attachments: 31 SuperiorWall Systems Bid Summary Plaster at Existing Library Bid No. 1 Selected Sections: 09250 Drywall Selected Typical Areas: Selected Areas: (unassigned), L01 Lower level, South.Saddle, North Saddle, Library, 2nd Library, 1st Library, 2nd Fir DE, 2nd Fir F, 1st Fir F, 1st Fir D£, Basement, 1st FlrAB, 2nd Floor AB, 2nd Floor BC, 2nd Floor CD, 1st Fir BC, 1st Fir CD, L02 Upper level, EAST Library, Center Library, WEST Library, 1st Floor, L03 Roof, CC00 Lower level, CC Exterior, CC01 1st level, Bay A, Bay B. BAy C. BAy D, Bay E, Bay F. CCO2 2nd level, CC03 Roof, Council 01 1st floor. Council 02 Roof Estimator. Job Status: Job Class: Bid DaleRme: 11117/2010 12:00:00 PM Wage Type: Union Plans Date: 11/17/2010 Job Site: 92663 Unit Pricing No. Condition Height Quantity fuTa1. -Cab---- Total' Total Price 1 Existing plaster columns 14'0" 10.00 FA 1,369.78 1,648.01 3,017.78 / FA 30,177.81 Material & Labor Total: 30,177.81 Grand Total: $30,177.81 07/19/2012 12:41 pm Pagd33 SuperiorWall Systems Payroll Report Plaster at Existing Library Bid No. 1 Selected Seclons: 09250 Drywal Selected Typical Areas: Selected Areas: (unassigned), L01 Lover level, South Saddle, North Saddle, Library, 2nd Library. Ist Library, 2nd Fir DE, 2nd Fir F, 1st Fir F, 1st Fir DE, Basement, 1st Fir AB, 2nd FloorF 2nd Floor BC, 2nd Floor CD, 1st Fir BC,1 st Fir CD, L02 Upper level, EAST Library, Center Library, WEST Library, 1 st Floor, L03 Roof, CC00 Lower level, CC Exterior, CC01 1 st level, Bay Bay B, BAy C, BAy D, Bay E, Bay F, CCO2 2nd level, CC03 Roof, Council 01 1 st loor, Council 02 Roof Estimator. Job Status: Job Class: Bid Daterrime: 11117/2010 12:00:00 PM Wage Type: Union Plans Date: 11 /1 712 010 Job Site: 92663 Payroll Class Base. Fees Insurance Tax BURDEN -L Hourly Wage Daily Wage Hours Per Diem Gross Pay ABOR Drywall Framer 55.86 0.00 0.00 0.00 0.00 55.86 446.88 90.67 0.00 5,064.64 (Union) Framer (Union) 55.86 0.00 0.00 0.00 0.00 55.86 446.88 8.00 0.00 446.88 GENERALLABOR 55.86 0.00 0.00 0.00 0.00 55.86 446.66 20.19 0.00 1,127.93 (Union) Hanger (Union) 55.86 0.00 0.00 0.00 0.00 55.86 446.88 9.33 0.00 521.36 Job Supervision "N' 61.64 0.00 0.00 0.00 0.00 61.64 493.12 21.81 0.00 1,344.21 (Union) Lather (Union) 55.86 0.00 0.00 0.00 0.00 55.86 446.88 85.40 0.00 4,770.44 Lay Out (Union) 55.86 0.00 0.00 0.00 0.00 55.86 446.68 10.00 0.00 558.60 Plasterer (Union) 54.00 0.00 0.00 0.00 0.00 54.00 432.00 49.00 0.00 2,646.00 Totals 0.00 0.00 0.00 0.00 294.40 0.00 16,480.05 W W 07/19/2012 12:41 pm Page 1 SuperiorWall Systems Section Markup Plaster at Existing Library Bid No. 1 Selected Sections: 09250 Drywall Selected Typical Areas: Selected Areas: (unassigned), L01 Lower level, South Saddle, North Saddle, Library, 2nd Library, 1st Library, 2nd Fir DE, 2nd Fir F, 1st Flr F, tat Fir DE, Basement, 1st FIrAB, 2nd FloorAB, 2nd Floor BC, 2nd Floor CD, 1st Fir BC, 1st Fir CD, L02 Upper level, EAST Library, Center Library, WEST Library, 1st Floor, L03 Roof, CC0O Lower level, CC Exterior, CC01 tat level, Bay A, Bay B, BAy C. BAy D, Bay E, Bay F. CCO2 2nd level, CC03 Roof, Council 01 1st floor, Council 02 Roof Estimator. Job Status: Job Class: Bid Date/Time: 11/17/2010 12:00:00 PM Wage Type: Union Plans Date: 11/17/2010 Job Site: 92663 Bid Material Mat. Cost Code Quantity Unit Cost Total Cost Scaffolding Priced By SF, 1' x 1% (SCAF BY SF) 800 5,880.00 SF 1.25 7,350.00 (SCAFFOLDING) Track 6 16ga DL, 10', (T616DL) 901 (METAL 200.00 LF 1.81 362.60 FRAMING) Clips for Exterior Wall Framing, 2"x 2" x 3"x 16ga. Clips, (CLIPS) 901 (METAL 80.00 Each 7.83 626.40 FRAMING) 6005762 -54, 14', (S616C) 901 FRAMING 924.00 LF 1.98 1,827.67 MATERIAL Layout/ LF„ (LO) 901 80.00 LF 0.08 6.40 5/8" GP Densglas Gold Sheathing, 4' x 8', (DENSGOLD58) 902 (GYPSUM 560.00 SF 0.60 333.20 BOARD/ SHEATHING) 7116" #10.Teks„ (PHTEXT) 903 FASTENERS 0.03 Boxes 60.00 1.94 Welding., (WELD) 903 320.00 EA 0.03 9.60 Double ply D paper super jumbo tek, 9' x 150', (D PAPER) 919 (LATH AND 560.00 SF 0.15 81.20 TRIM MAT) Galvanized Metal Lath, 3.4'B" Paper, (LATH) 919 (LATH AND 63.00 SY 3.77 237.51 TRIM MAT) Corner aid, 10', (AID) 919(LATH AND 280.00 LF 0.40 111.16 TRIM MAT) Finish Stucco - Float Finish, 3' x 3', (FINISHFLOAT) 920 (CEMENT 7.78 SY 9.72 75.60 PLASTER MAT) Giboo Cement Additive, 250' x 9', (GIBCO) 920 (CEMENT 70.00 SY 0.60 42.00 PLASTER MAT) Portland Cement„ (PORTLAND) 920 CEMENT 12.60 Baas 7.50 94.50 PLASTER River Sand per Ton„ (SANOTON) 920 CEMENT 2.80 Ton 35.00 98.00 PLASTER Tek Screws 1 -1/4„ (OTS114) FASTNER 0.17 Boxes 75.00 12.60 Lath Head Tek Screw„ (LHTLATH) FASTNER 1,624.00 EA 0.03 40.60 Lath Head Tek Screw„ (L-T) FASTNER 560.00 EA 0.03 14.00 3/4 Concrete Pin/Load„ (SPC) FASTNER 84.00 EA 0.30 25.20 Fibers„ (FIBERS) STUCCO 70.00 SY 0.50 35.00 Casing Bead Galy, 112 exp. (MILCOR) TRIM PLASTER 560.00 LF 0.31 170.80 Grace Ice & Water, 3' x 159, (ICE &WATER) WATERPROOF 560.00 SF 0.79 442.40 Not Bid Material Total: 11,998.39 Lab. Cost Code Wage Type Quantity Prod /Hour Unit Cost Total Cost Exterior stickers and clips (201 (EXTERIOR Union 80.00 EA 10.00 5.59 446.88 STICKERS AND CLIPS)) Weld Studs (208) Union 320.00 EA 30.00 1.86 595.84 Frame exi wall cell (211 EXTERIOR CEILINGS) Union 80.00 LF 1.00 55.86 4.468.80 07/1912012 12:41 pm Page 14 Section Markup Plaster at Existing Library Bid No. 1 Lab. Cost Code Wage Type Quantity Prod /Hour Unit Cost Total Cost Hang ext sheathing (220 (HANG BOARD EXT)) Union 560.00 SF 60.00 0.93 521.36 Lathing (241 (PAPER & LATHING)) Union 560.00 SF 100.00 0.56 312.82 Lathing (241 (PAPER & LATHING)) Union 63.00 SY 5.00 11.17 703.84 Waterproofing (242) Union 560.00 SF 25.00 2,23 1,251.26 Plaster Trims (244 (PLASTER TRIMS)) Union 280.00 LF 18.75 2.98 834.18 Metal Trim Installation (250) Union 560.00 LF 18.75 2.98 1,668.35 Scratch (300 SCRATCH) Union 70.00 SY 10.00 5.40 378.00 Brown (301 (BROWN)) Union 70.00 SY 5.00 10.80 756.00 16120 Med. Sand Stucco Finish (303 (16/20 IVIED Union 70.00 SY 2.50 21.60 1,512.00 SAND STUCCO FINISH)) Lay -out (400) Union 80.00 LF 8.00 6.98 558.60 Net Labor Total: 14,007.92 Material Labor Equipment Other Total Net Totals 11,998.39 14,007.92 0.00 0.00 26,006:31 Stack 714.15 0.00 - - 714.15 Cleanup 0.00 1,127.93 - - 1,127.93 Supervision - 1,344.21 - - 1,344.21 Escalation 0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00 Tax/Burden 7.75% 985.22 0.00% 0.00 0.00% 0.00 0.00% 0.00 985.22 PerOlem - 0.00 - - 0.00 Sub Total 13,697.76 16,480.05 0.00 0.00 30,177.81 Overhead 0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00 Profit 0.00% 0.00 0.00% 0.00 0.00% 0.00 0.00 °h 0.00 0.00 Bid total 13,697.76 16,480.05 0.00 0.00 30,177.81 Grand Total: $30,177.81 07/19/2012 12:41 pm Page 25 IP �I V% 1 O U) E _7 O U a_ N N (0 O_ m C N X LLB Y7 r! i try V` C a Y y' a r 3� b t 1 A�iC issm 3 � P T 3 ?97d it S ! p3p3 x$j�E R°$$� 3 � k3Y Im C. W. Driver 1100 Avocado Newport Beach, CA 92660 Newport Beach Civic Center Evan Taylor Site Phono: _949. 640-0516 Site Fa c 949-664.6392 Description of Work: At Library If Flashino Includes (2501 LF of sill an an Dale: 09127112 Unit CMF Project Unit Cost CMF�r Contract No.: S/S Flps 1778 Co t Rofference For. Library CUSYOTfNOC70fabf`ICaYOrS Other Ref.: Clere9tory Flshng 1314 FO 0411 CHANGE ORDER REQUEST NO.: D29 re CAT Ot . Unit Material Description Unit Cost C/C Extension S/S Flps 1778 LES 22 -gage 28 Stainless Steel at Ven. Zee's 8 Counterflashing S 2.00 1314 5 3,556.00 __ Sr6 Flps 119 LBS 22 age 2B Stainless Steel at Pilaster Bottoms S 2.00 1314 S 238.00 Sealants 30 EA Dow Coming 795 Silicone Sealant for Setting Flashin s S 8.99 1442 5 269.70 Fasteners 600 EA 08 and 410 Tek 5 Sheet Metal Screws S 0.05 1448 S 30.00 Mkc 2 LBS Solder S 10.00 1466 $ 20.00 T- Let S 5 50.00 Hours 5 .. I _ _ S Loss of Productivity Subtotal Labor Cost: S Mark Up: Subtotal Malerlol Cost: $ 4,113.70 Sales Ta+C 7.75% S 318.81 Subtotal: 8 4,432.51 Mark U : _ 15.00% 1 _ 5 684.68 material jown 5 5,097.39 CAT Ot , .Unit Labor Description Unit Cost C/C 1 Extension Extension 2 I Hours Field / Detailing Labor $ 74.85 $ 1 $ 149.70 S Shop 32 I Hours Fabrication S 69.07 1110 5 2 210.24 - _ 60 Hours - _ Field Sheelmetal Worker - Joumemen _ Subtotal Equi .Case 6,409.80 Sales Tax: 4 Hours Flold Sheetmetal Worker- Foreman S 74.85 - 1 $ 299.40 1 15.00% 1 " Hours Flold Labor I Clean Up Costa $ Delivery Charge $ 75.00 2014 Hours Let S 5 50.00 Hours S I _ _ S Loss of Productivity Subtotal Labor Cost: S 8.068.94 Mark Up: 15.00% $ 1,210.34 Laoor iovu: a 9,Z 1e.2a CAT Oty. Unit Equipment Descri lion Unit Cost C1C Extension Extension Hour Small Tools 8 Consumables $ 1466 S I Hour S $ 5,00 I It - _ S Travel Expenses Subsistence I Zone Pay) Subtotal Equi .Case S Sales Tax: B Hour Subtotal: 5 Mark Up: 1 15.00% 1 S Equipment Total: 5 CAT Ot . Unit Miscellaneous Description Unit Cost C/C Extension Hour Small Tools 8 Consumables S 2.35 1466 S I Hour Company Truck $ 5,00 2015 It - _ Day Travel Expenses Subsistence I Zone Pay) I 221!L. S - B Hour Fabricaton uipment /Machinery $ 34.40 I _ 1923 S 275.20 _ Y 2 Hour Delivery Charge $ 75.00 2014 $ 150.00 Let Fuel Surcharge 5 50.00 2017 S _ _ Lot Loss of Productivity $ 3010 $ Misc. Subtotal Cost' $ 425.20 Mark U : 15.00% Is 63.78 CMF. Inc. Nick Pemberton - Project Manager ACCEPTED Signature and Title MISc.Total: 5 488.99 a $ )tal Sub. Cost: $ Subtotal U : $ 5.00% $ Subcontractor Total: $ Totsl Tax: 1610 $ 318.81 Bond: 1.99% $ 295.83 TOTAL CDR (Rounded) $ 15,161 SCHEOULEIMPACT: 37 DETAIL SHEET PROJECT: NPCP-- L l PROJECT NO DATE ORDERED: DATE REQUIRED: CHANGE ORDER NO: MA7E�IAL' 0 s . co 0 F rI tln n QTY: rS 1� s ORDERED BY: K t'- r rS r / C) `� J V � /g 38 City of Newport Beach BUDGET AMENDMENT 2012 -13 EFFECT ON BUDGETARY FUND BALANCE: Increase Revenue Estimates X Increase Expenditure Appropriations AND Transfer Budget Appropriations ru� SOURCE: from existing budget appropriations from additional estimated revenues PX from unappropriated fund balance EXPLANATION: NO. BA- 13BA -016 AMOUNT: g7zo,st3.00 Increase in Budgetary Fund Balance Decrease in Budgetary Fund Balance No effect on Budgetary Fund Balance This budget amendment is requested to provide for the following: To increase expenditure appropriations for the Central library clerestory repair. Funds will be transferred out of the Facilities Replacement Fund and into the Civic Center Fund. ACCOUNTING ENTRY: BUDGETARY FUND BALANCE Fund Account 405 3605 Amount Description Debit Credit Facilities Replacement Fund - Fund Balance $720,913.00 REVENUE ESTIMATES (3601) Fund /Division Account Description 9410 6000 Civic Center Fund - Transfer In $720,913.00 EXPENDITURE APPROPRIATIONS (3603) Description Division Number 9405 Facilities Replacement Fund Account Number 9900 Transfer Out $720,913.00 Division Number 7410 Civic Center Fund Account Number C1002009 Civic Center Construction $720,913.00 Division Number Account Number Division Number Account Number Division Number Account Number ' Automatic System Entry . Signed ML tLtz, I D— 17 I Financial Approval: Finance Director Date Signed: - -�� _ t-t'L�� \� G I Administ `)Approval: City Manager Date Signed: 39 City Council Approval: City Clerk Dale