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Home My WebLink About4258+Browse: Next Previous First Last Update Delete Restart X - Exit + +Retrieve the Next record + +Found: 10 Record(s) MAINTAIN Contract Transactions + + Contract Number 4258 + + + +Vendor Name FRIBERG CONSTRUCTION + +Subject RESERVOIR 4 MODIFICATIONS + +Department ENGINEERING + +Status Code CON + + Amount $754343.00 + + Begin Date 03/20/2002 + + Insurance End Date 07/31/2002 + + Type Amount Review Date 02/15/2005 + + GL $2000000.00 + + AL $1000000.00 + + + + Insurance Total $3000000.00 + + Insurance Review Date 02/01/2003 + + + + Comments VAULT O1/01/2005 + + + + + IqJBLIC WORKS AND UTILITIES 3027 Olympus Drive * Bremerton, WA 98310-4799 * (360) 478-5318 * FAX (360) 478-5018 MEMORANDUM ENGINEERING DIVISION TO: Paula Johnston FROM: Paul Wandling DATE: October 29, 2003 SUB J: Friberg Construction, Inc. - Reservoir No. 4 Modifications I have now received all the releases from the State of Washington and completed the necessary procedures for project closeout. The following documentation is attached for your files and to confirm this: Affidavit of Publication for the "Notice of Final Completion" dated 10/4/03 Project Release signed by Contractor Certificate of Payment of State Excise Taxes by Public Works Contractor Department of Labor and Industries Release Certificate of Payment from Employment Security Department If release of retainage for this project is acceptable to you, please indicate by signing below and retuming to me. I will see that the necessary paperwork is processed to release the retainage. Please call me if you have any questions at X2351. flail'la Johnsto/(, D[l~U~t~ Ci~'y Clerk AFFIDAVIT OF PUBLICATION County of Kitsap, State of Washington No. 100076640 I, Valerie Zoller, being first duly sworn on oath, deposes and says: That she is now, and at all times embraced in the publication herein mentioned was the principal clerk of the printers and publishers of THE SUN; that said newspaper has been approved as a legal newspaper by order of the Superior Court of the County of Kitsap, in which County it is published and is now and has been for more than six months prior to the date of the publication hereinafter referred to, published in the English language continually as a daily newspaper in Bremerton, Kitsap County, Washington, and is now and during all of said time, was printed in an office maintained in the aforesaid place of publication of said newspaper; that the following is a true text ora legal advertisement as it was published in regular issues (and not in supplement form) of said newspaper on the following dates, to wit: October 4, 2003 and that such newspaper was regularly distributed to its subscribers during all of said period. That the full amount of the fee charged for the foregoing publication is the sum of $32.51 amount has not been paid in full. (Signature of Principal Clerk) Subscribed and sworn to before me this day of October 8, 2003 Notary Public in and for the State of Washington, Kitsap County. CITY OF BREMERTON' NOTICE OF FINAL COMPLETION' Notice of Final Completion has been filed with the City of Bremerton by Friberg Construction, Inc. on Contract No. 4258 for the Reservoir No. 4 Modifications Project. Any parties having a claim for material, labor or damages with reference to this contract have thirty (30) days from the date of publication of this notice to file a claim.- William Eley- Purchasing Manager- 239 4th Street- Bremerton, WA 98337- October 4, 2003° · #100076640- RELEASE Reservoir No. 4 Modification The Contractor, by signing below, is in a re · · ,~- work pertormed under the Contr~o, ~ / -'"~ tOtal snail represent full ...... t ,ererenced above. '-'mp~usatlon Furthermore, the Contractor releases the City of Bremerton from any and all claims, liability, demands, damages, and actions, involving the above referenced project. Friberg Construction, Inc. By: ~/-~c~ Frib~rc~ Vice President ~.~ Wa,h,n on State RECEIVED Department of Revenue PO Box 47474 Olympia, WA 98504'7474 0Cl 2 ? 2003 600 3~( 5~I~INEERINGDIVISION Certificate of Payment of State Excise Taxes by Public Works Contractor FRIBERG CONSTRUCTION CO CITY OF BREMERTON PUBLIC WORKS P O BOX 1406 PAUL C WANDLING FERNDALE WA 98248 1406 3027 OLYMPUS DR BREMERTON WA 98~10 4799 We hereby certify that taxes, increases and penalties due or to become due from the above-named contractor under Chapter 180, Laws of 1935, as amended, with respect to the following public works contract: CITY OF BREMERTON PUBLIC WORKS RESERVOIR RETROFIT & REPLACE PIPING together with all other taxes, increases and penalties due from such contractor, have been paid in full or that they are, in the Department's opinion, readily collectible without recourse to the state's lien on the retained percentage. This certificate is issued pursuant to the provision of Chapter 60.28 Revised Code of Washington for the sole purpose of informing the state, county, or municipal officer charged with the duty of disbursing or authorizing the payment of public funds to said contractor that the Department of Revenue hereby releases the state's lien on the retained percentage provided by this Chapter for excise taxes due from said contractor. This certificate does not release said contractor from liability for additionaI tax that may be later determined to be due with respect to the above-mentioned contract or other activities. Dated /t~/c~ ~//~c-~._~ at Olympia, Washington, State of Washington Department of Revenue Certifying Officer x. To inquire about the availabiliB~ of this document in an alternate format for the visually impaired or in a language other than English. please call (360) 753-3217. Try users may call 1-800-451-7985. REV 31 0028 (10-01-02) ROUTIN~ontractor, File, Special File STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES PO Box 44000 · Olympia, Washington 98504-4000 July 31, 2003 CITY OF BREMERTON 3027 OLYMPUS DR BREMERTON WA 98310 Account ID: 430-796-00 Contractor: Friberg Construction Company, Inc. Contract Number: 420 & R8370102 Contract For: reservoir #4 modifications Please be advised that the Department of Labor and Industries shows industrial insurance account status for work on the above contract as: Contractor: Friberg Construction Co., Inc. Account Status: current This letter does not release the City of Bremerton or any of it's contractors from liability for additional industrial insurance premiums pursuant to RCW 51.12.050 and RCW 51.12.070, which later may be determined to be due, or for any other obligations under other statues (e.g. Prevailing Wage) with respect to the above mentioned contract of any other contracts said contractor may have performed. Sincerely, Dept. of Labor & Industries PO Box 44152 Olympia WA 98504-4152 Phone Number: 360-902-4762 / Fax Number: 360-902-4757 CculRa cc: FRIBERG CONST CO 1NC PO BOX 1406 a E C E I ¥ £ D FERNDALE WA 98248 AUG - ~ 2003 ENGINEERING DIVISION STATE OF WASHINGTON EMPLOYMENT SECURITY DEPARTMENT PO Box 9046 · Olympia, WA 98507-9046 CONTRACTOR: Friberg Construction ) CERTIFICATE OF 6425 W 20th Ave. ) PAYMENT OF CONTRIBUTIONS Femdale, WA 98248 ) PENALTIES AND INTEREST ON ) PUBLIC WORKS CONTRACT ES Reference No. 484303-009 TO: City of Bremerton Public Works & Utilities 3027 Olympus Drive Bremerton, WA 98310 The Employment Security Department hereby certifies that contributions, penalties and interest due from the above named contractor under the Employment Security Act have been paid in full or provided for with respect to the following public works contract: Retxofit and Piping Replacement of Reservoir The Employment Security Department hereby certifies that it has no claim pursuant to RCW 50.24.130 against the public body named above for tax attributable to service performed for said public body by the above named contractor on the above described contract. The Employment Security Department releases its lien on the retained percentage which is provided by RCW 60.28.040 for contributions, penalties and interest due from said contractor. This certificate does not release said contractor from liability for additional contributions, penalties and interest which may be later determined to be due with respect to the above mentioned contract. Dated at Olympia, Washington on October 14, 2003. COMMISSIONER EMPLOYMENT SECURITY DEPARTMENT (/~fthorized Representahve) ~1~ :er Duplic at e--Emp~f'd~- Triplicate---Central Office Files EMS 8449 760 R3-98 SAVINGS ACCOUNT AGREEMENT TO: PEOPLES BANK SAVINGS ACCT. NO: 5077-001385 1750 LABOUNTY DRIVE FERNDALE, WA 98248 AGENCY: CITY OF BREMERTON 3027 OLUMPUS DR. BREMERTON, WA 98310 CONTRACT NO: #R8370102 PROJECT TITLE: RESERVOIR NO.4 MODIFICATIONS The undersigned, Friberg Construction Co., Inc., herein referred to as the CONTRACTOR, has directed the CITY OF BREMERTON, Washington, hereinafter referred to as the AGENCY, to deliver to you its warrants which shall be payable to you and the CONTRACTOR jointly. Such warrants are to be held and disposed of by you in accordance with the following instructions and upon the terms and conditions hereinafter set forth. INSTRUCTIONS 1. Warrants or checks made payable to you and the CONTRACTOR jointly upon delivery to you shall be endorsed by you and forwarded for collection. You will then place the monies in an interest-bearing savings account. 2. You are not authorized to deliver to the CONTRACTOR all or any part of the principal held by you pursuant to this agreement, except in accordance with written instructions from the AGENCY. Compliance with such instructions shall relieve you of any further liability related thereto. 3. The CONTRACTOR agrees to pay you as compensation for your service hereunder as follows: Payment ot all tee shall be the sole responsibility ot the CON i RAC i-OR an(3 shall not be deducted from any monies placed with you pursuant to this agreement until and unless the AGENCY directs the release to the CONTRACTOR, whereupon you shall be granted a first lien upon such monies released and shall be entitled to reimuulse yourself horn such monies for i.t)e en[i~e amou~L of your fees as provided for herein above. In the event that you are made a party to any litigation with respect to the monies held by you hereunder, or in the event that the conditions of this agreement are not promptly fulfilled, or that you are required to render any service not provided for in these instructions, or that there is any assignment of the interests of this agreement, or any modification hereof, you shall be entitled to reasonable compensation for such extraordinary services for the CONTRACTOR and reimbursement from the CONTRACTOR for all costs and expenses, including attorney fees occasioned by such default, delay, controversy or litigation. 4. This agreement shall not be binding until executed by the CONTRACTOR and the AGENCY and accepted by you. 5. This instrument contains the entire agreement between you, the CONTRACTOR and the AGENCY. You are not a party to nor bound by any instrument or agreement other than this. You shall not be required to take notice of any default or any other matter nor be bound by nor required to give notice or demand, nor required to take any action whatever except as herein expressly provided. You shall not be liable for any loss or damage not caused by your own negligence or willful misconduct. 6. The foregoing provision shall be binding upon the assigns, successor, personal representative and heir of the parties hereto. FRIBERG CONSTRUCTION CO., INC. CITY OF BREMERTON CONTRACTOR AGENCY CONTROLLER ~ ,, ~ Date: 6-12-02 The above savings account agreement and instruction received and accepted this 12th day of June , 2002. PEOPLES BANK Auth~Officer - ' /-I November 13, 2003 Peoples Bank P. O. Box 3108 Femdale, Washington 98248 RE: Release of Reta'mage Agreement - #5077-001385 Dear Sir or Madam: Please be advised that Friberg Construction, Inc. has completed all work required under the contract for the Reservoir No. 4 Modifications. Please release retainage in the amount of Thirty- six Thousand Seven Hundred Thirty-six and 50/100 Dollars ($36,736.50). Thank you for your prompt attention to this matter. Sincerely, Assistant City Treasurer CJ:ch cc: vl~riberg Construction (Attn: Robin) Public Works & Utilities City Clerk CiTY OF BREMERTON CHANGE ORDER Page 1 of 1 Contract Change Order No. 1 Project Name Reservoir No. 4 Modification Orig. Contract Amt. $ $754,343.00 Days 120 days Project No. R8370102 &420 Prev. Appvd. Changes $ N/A Days 0 Contractor Friberq Construction This Change $ 59,765.42 Days 189 days Revised Contract Amt. $ 814,108.42 Days 309 days This Change Order covers changes to the subject contract as described herein. The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items for a lump sum price agreed upon between the Contractor and the City of Bremerton. Description of Changes Increase in (Decrease) Contract Contract in Contract Time Amount Amount Extension ($) ($) (days) 1) Work Change Directive No. 1 $6,888.50 N/A 2) Work Change Directive No. 2 $10,500 10 3) Work Change Directive No. 3 $2,904.95 N/A 4) Work Change Directive No. 4 $0 18 5) Work Change Directive No. 5 $6,524.88 N/A 6) Work Change Directive No. 6 $19,273.37 161 7) Delay Costs associated with suspension of work and $8,991.64 N/A revision of scope associated with Work Change Directive No. 6 8) Washington State Sales Tax (8.5%) for total cost 4682.08 N/A increase Totals $59,765.42 189 days Net change in contract amount $59,765.42 increase or (decrease) The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item including any and all supervision costs and other miscellaneous costs relating to the change in work, and as to the extension of time allowed, if any, for completion of the entire work on account of said Change Order. The Contractor agrees to furnish all labor and materials and perform all other necessary work, inclusive of the directly or indirectly related to the approved time extension, required to complete the Change Order items. This document will become a supplement of the contract and all provisions will apply hereto. It is understood that the Change Order shall be effective when approved by the City of Bremerton. I/ Recommended:-'"~d).. (' ~.~ ~ /Proiect Enqineer Date: Accepted: Date: WORK CHANGE DIRECTIVE WCD # 1 PAGE 1 OF PROJECT Reservoir No.4 Modifications PROJECT # R8370102 CONTRACTOR Friberg Construction Co., Inc. DATE April 2, 2002 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGES(S): Provide geophysical testing per the attached proposat from Philip H. Duoos dated February 13, 2002 lone orientation option.) This special service wii[ be paid on the basis of time and material in accordance with Section 00800 - SC 11.01 .A.5. ATTACHMENT(S): Proposal from Philip H. Duoos for Ground Penetrating Radar dated February 13, 2002 If a claim is made that the above change(s) have affected Contract Price or Contract Times, any claim for a Chart.ce Order based thereon .,vii[ involve one or more of the methods of determining the effect of the change(s) identified below. Depending on the contract format, any Change Order resulting from this instrument will be executed in accordance with Section 1-0.4.4 of the WSDOT Standard Specifications. or Articte 10 of the General Conditions CONTRACT PRICE AND TIME IMPACTS DETERMINED BY: [] Lump Sum Increase (De~-ease) in Contract Price is: $ increase (Dec'ease) in Contract Time is: .... OR .... [] Unit Price Estimated* Increase (Decrease) in Contract Price is: $ 6.888.50 r~ Time & Materials Estimated* Increase (Decrease) in Contract Time is: [] Other *Estimated Price or Time shall not be exceeded without further authorization. CFFY~ CONTRACTOR ACCEPTANCE: C,TY ENG, NEE~ ~ ~ '. p'~I,L~ H. Duoo$ GEOPHYSICAL CONSULTAKT Februar~ 13, 2002 Our Ref: 549-02 Mr. Paul Wandeding City of Bremer~on ~ ~ C Public Works 3027 Olympus Ddve Bremerton, WA 98311 Cit~ 0F 8RE~1'0h~ PROPOSAL: Orouna Penetr~tJng Radar Inves~gation Reservoir No. 4, Bremerton, WA Dear Mr. Wancleding: Thank you for your c~ll yesterday regarding the ground bene~tJng r~dar (GPR) surYey for the Reservoir No. 4 project in Bremerton. I underst~cl that you are interest~ in Ioceting voids below the concrete slabs (estimated at I 0-inchss thick) over an area about 83,000 square feet in size. I have been using ~he GPR quite a bit lately in cietec~ng air-tilled voids directly below ~ncrete sl~bs because of last year's ea~hqu~ke (Boeing Field, McChord Airforoe Base and numerous roac~wys). The GPR has been very sucoeseful at detedJng shallow voids. P[ease note that anometies in the dat~ may also be c~use~ by other features which have a similar GPR anomaly ss vokJs (suc~h as logs, boulders, and clay lenses). You h~ve requested that GPR ciat~ be obtained along tr~nsect, s spaced 4 feet af:~rt- The GPR provides information clirec~ below the t~nsducer, so this spedng may not detect voids smaller ~an 4 feet in aeaal ex~ent. If time allows, additJona[ transoms will he run in areas v~th known d~mage anct/or areas with anomalous GPR ci.~ta that we observe in the tie!ci reco~s. Base~ on similar projects, the main item of contra for these types of pmbtems is concrete ovedying an air-fii~J void. Therefore, the GPR cJat~ will be g~t~ered using a high-,~quency (~0 ~Hz) ~n~ucer to provide the resolution required for dete~ng voids directiy below the concrete slab. A~though the ~00 ~Hz tmn~ucer provides high resolution, its depth penetration is usually limited to a few feet or less. Initial fieid activities will include establishing reference I:~seJine~ marked ~t 10-foot intervals over the are~ using t~pe measures a~ spray p~int The~e b~selines ~11 allow me~o aca~teiy loc~te the survey linss~ and will provkle a reference for future Limited confimation drilling using a 1-inch diameter rotohammer is recommencle~ to confirm the field interpretation of shallow ~icis. Dri~ng will stop once the concrete has been penet~ted, and the thickness of any voids will be probed ar~ messured. The holes ~il be ~eady mark~ and will be filled ~ Quikrete. I have planned on about 4 hours for field work for the drJIling which should allow for completion of ~bout 18 drfllholes. The following paces and mett~JoJog~ assumes that we wiJl h~ve ~e~r access to the surface (no obstructions, equipment etc.)~th no delays, and one field he!per ~11 be provided by the City of Bremerton to assist in establishing the reference baselines an~ to be present for hea~ and safe~ issues as the work will be perform~ on the sloping slabs. The ~te of progress in the field has been estimate~ conservat~el¥ at 1000 linear feet of GPR ~nse~ per hour, and assumes that the sl~bs c~n be on. If the slabs are so slipbe~/as to prchibit walking, a system using ropes will need to be rigged so that the GPR antenna c~n be pulled up and ctown each slab[ perpendicular transects may be more difficult to perform. Rates of progress on a slippery surface are dKrficu~ to estimate now, but should be close to the 1000 ~f/hr. estimate. A few h~rs work ~t the site '~il provide a ~earer i~ea of the difficulties the site presents and the rme of progress. PBn.n~ H. Dooo~ 13503 NE 78TH PI,ACS, RED~OI~W, W~SI=~rGTO~ 98052 ~/r.~:: (425) 882-2634 E~u~,: O~OF'~a"-&~.OL.COM Cost Estimates One Odentaticn (4-foot sparing, about 15,600 linear feet of t~ansect) Mobilization, tz-avet: = $ 400. GPR Equipment 3 days @ $ 280. = $ 840. Hotel, food 3days @ $ 90. =$ 270. Reference BaseJines: 5 hours @ $ 80. = $ 400. Equipment Setup 1 hour @ $ 80. =$ 80. GPR Field Surveying 16 hours @ $ 80. = $ 1,280. Shallow Ddliholes 4 hours @ $ 80. = $ 320. Interpretation 16hours @ $ 80. =$ 1,280. Report, mappreparatien- 14hours @ $ 80. =$ 1.120. Total: =$ 5,990. Two Odentatidns (4-fcot spac~g, about 31,200 linear feet of transect) Mobilization, bravet: = $ 400. GPREquipment 4days @ $280. =$ 1,120. Hotel, food 4days @ $ ,cO. =$ 360. Reference Baselines: 5 hours @ $ 80. = $ 400. Equi~"nent Setup 1 hour @ $ 80. = $ 80. GPR Field Surveying 31 hours @ $ 80. = $ 2,480. Shatlow Ddllholes 4 hours @ $ 80. = $ 320. Interpretation 31 hours @ $ 80. = $ 2,480. ReporL map preparation 16 hours @ $ 80. = $ 1.280. Total: = $ 8,920. The use of ground penetha'dng radar t~picaliy provides good information on the location of voids and other buried objects. However, because of the numerous variables involved in any geophysical inves§gation, there is a possibility that some subsurface features may not be detected. Additionally, small voids (perhaps less than 1-inch thick) may not be detected. As with any geophysical method, only direct observations using borings or or,her means can ultimately characterize subsurface cond~ons, using the geophysical results as a guide. Please feel free to contact me ,--'t (425) 882-2634 or cell phone (425) 765-6316 if you have any questions or comments regarding the proposed scope of work. I look forward to helping you on this very interesting project_ Resp,e~'f~ly submitted, Philip FI. Duoos Geophysical Consultant Attachment GROUND PENETRATING RADAR Sorr~ of the uses of GPR include Ioceting buried tanks and dn~ms, delineating boundaries of landfills and t~enches, and defining voids and geologic stratigraphy. AJthough other tednniques can also provide this information, GPR is less affected by cultural interferences such as overhead powedines, buildings, and fences. GPR can also provide higherresolution of the target in many cases. The antenna can e~er be moved menuatly by an operator or towed by a vehicle. Depths of exploration can vary widely, from less than a few feet i~ water-saturated clayey materials to hundreds of feet in gladal ice. A vadet7 of antennas (ranging from 15 MHz to 2 GHz) can be used depending on subsurface conditions and the objective of the survey. Res~lutid~ of shallow objects requires higher frequencies, while lower frequencies work better for deeper investigations. The profile recorder supplies the power and synchronizing signals to the antenna. The antenna outputs a pulse of elect~'omagnetic energy to the ground. The energy pulse is reflected by geologic layers or objects under the surface back to the antenna. The antenna converts the pulse (nanoseconds in duration) to an analog signal (tens of milliseconds in duration) back to the radar unit. The signal is then pro~ and sent to a graphic recorder whic!n creates a continuous profile of the subsurface reflectors. Several factors can affect, the effectiveness of the GPR method including reinforced concrete at the surface, the presence of highiy conductive materials (such as clays and water), the size, depth, and physical property of the target and; in strafigraphic investigations, U~e conductMty contrast between ~l,airJgraphic units. The presence of numerous buried objects may mask objects and/or sh,~lJgraphy below. 7 GEOPHYSICAL CONSLrLTa, NT ,) ,~!?;~!!i ~,. ~11 I have over 16 years of experience, a_nd have been providing geophysical services exclusively for the en,Aronmental and eno~neering community since I earned my de~ee in Geophysical Engineering fi.om the Colorado School of Mines. I have investigated more than 300 sites, ranging from Superfund sites in the Southeast to landslides in the Northwest. I have a w/de range of' expertise with most of the geophysical techniques applied to shallow investigations mcludLng seismic refraction, DC resistivity, grmmd penetrating radar, elecl~-om ~agnetics, m ~agnetometry, borehole geophysical logging and vibration monitoring. I use time-proven methods that are constantly updated as newer technolo~ is available. My years of experience at a variew of sites provide a special insig, ht into the subsm-face problems that confront my clients and the geophysical solutions that can help them. The reformation I provide is invaluable for their site evaluations and the planmng, desigu and development of thei; projects. As a specialist I have the experience and knowledge to ensure that the project objectives are met using the most effective and efficient geophysical techniques - t~Miques that are rapid. accurate, non-destmcrive and cost-effective. ENG~'EERLNG PROBLEMS OFTEN ENVIRONMENTAL SITES CAN BE AiUSE BECAUSE OF LrNICNOWN SUBSURFACE PO2:'LDLY ASSESSED USEN'G GEOPHYSICS. CON-~[TiONS. GEOPHYSICAL METHODS B LT,~ED DEBTS PRO x,'~,E CONTFNRJOUS AND DETAILED PrPELENT PROFT_ES OF TI~E EARTH. BUR;ED DR~FMS ; · ' ELECTROMAGNETIC DATA CONTOL~. 3LAP GROLTWD PENETR_a,.TING P~I).41t PROFILE SLq3SURFACE ELECT~CAL PROPERTIES ~ ~ LOCATIONS OF L~ERGROL~D UT~I~S, ~LAPPED OVER A LARGE SITE T0 TARGET S~LOW ROCK , ~ ~L, A~ OT~R PROBLEM A~AS. TEST PffS AND BO~'GS CON~ITIONS CAN BE DETE~M~ED BEFO~ PLACED AT 0P~[ LOCATIONS, PE~0NSEL.&N~ EQUIP~T~VE ON SITE. %~ILE AVOID~G PIPES A~ OTHER PHILIP H. DUOOS GEOPHYSICAL CONSULTPuNT Phone,,'fax: (425) 822-2634 geopyg@aol.cam 13503 NE 78th PLACE, REDMOND, WA 98052 7 West East West ~ast Profile Showing Pipe & Geolo~' ~ Crossline Over Tank Some of the uses of Ground Penetrating Radar (GPR) mctude locating buried tamks, pipes and drums; del/nearing boundaries of landfills and trenches, defining voids and slxatigraphy; and locanng non-metallic objects such as plaSnc, clay' and concrete pipes and buried foundations. GPR is less affected by cultural interferences such a~ overhead powerlJnes, buildings and fences, wkich may limit the use of other geophysical methods. GPR can also provide k/~er resolution of the target in man3,' cases. The antenna can be moved manually by an operator or towed by a vekicle. Depths of exploration can vary.' widely, from just a few feet m saturated clayey materials to over a hundred feet in dry, sand and gravel deposits. A vane¢' of antennas (ran~g from 15 MHz to 2 GHz) are used depending on subsurface conditions and the objectives of the survey. Resolution of shallow objects requires higher Ground Penetrating Radar System frequencies, wb_/le lower frequencies are better in Field Portable Cart; 500 MHz Antenna for deeper investigations. Phili H. Duoos Geophysical Consultant PM:ax: (425) 882-2634 Emal: geopyg@aoLcom 13503 NrE 78th Place, Redmond, WA 98052 ¸i' FOUNDATION EVALUATION I ~ ~ ', ' ~ ~; [-~-':[-k~ ~Ground Pene~ating Radar ] s~eys can provide hi~ r~olufion of I shallow f~ such ~ rebar, conduiL ~:; .... , ~ ~ ~:~?: ~::~; -;. ~.~ .~; ;{~ic~s of cOncrete sl~s ~d pavemenh :~2'~ '-?{~:~::~:'¢.:~?:?:]:~::::F% fox.on desi~, flaws in concrete m~es. and vol& be] ,labs. PHILIP H. DUOOS GEOPHYSICAL CONSULTAN' Phone/fax: (425) 822-2634 geopyg~aol.com 13503 NE 7$th PLACE. REDMOND. WA 98052 WORK CHANGE DIRECTIVE WCD # 2 PAGE 1 OF PROJECT Reservoir No.4 Modifications PROJECT # R8370102 & 420 CONTRACTOR Friberg Construction Co., Inc. DATE June 21, 2002 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGES(S): #1. Instalt Reservoir Inlet at grades shown in the Contract Plans. Raise the floor height of the Reservoir to match the top elevation of the 30 inch ductile iron 90 degree bend. This will require placement of approximately 75 cubic yards of class 3000 concrete and 8 hours of manual labor. This cost of this work change is estimated not exceed $7,000 and will be paid on a time and materials basis. See RFI #13. #2. Install CDF backfill to mid-line of the transmission main. This cost is estimated not exceed $1500 and will be ~aids on a cost of material basis. #3. Shift drainline outside tunnel portal further north and extend drainline through/beneath valve house footing to a 90 degree bend as directed by the Engineer. This shall be a no cost change in condition. See RFI No. 8 ¢4. Remove additional concrete from tunnel floor to meet clearance requirements. Payment will be based on labor and equipment hours. Payment is estimated not exceed $2000. See RFI No.9 #5 Contract time will be extended 10-days for all contract issues, misc changes of condition and all possible related delays to the date of this work change directive. ATTACHMENT(S): RFI Log No. 8, No. 9, No. 13, and Engineers Estimate If a claim is made that the above change(s) have affected Contract Price or Contract Times, any claim for a Change Order based thereon will involve one or more of the methods of determining the effect of the change(s) identified below. Depending on the contract format, any Change Order resulting from this instrument will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions CONTRACT PRICE AND TIME IMPACTS DETERMINED BY: [] Lump Sum Increase (Decrease) in Contract Price is: $ Increase (Decrease) in Contract Time is: .... OR [] Unit Price Estimated* Increase (Decrease) in Contract Pr[ce is: $ 10,500.00 ['~ Time & Materials Estimated* Increase (Decrease) in Contract Time is: 1 0 days [] Other *Estimated Price or Time shall not be exceeded without further authorization. CITY APPROVAL: CONTRACTOR ACCEPTANCE: dITY E-N~INEER CITY OF BREMERTON REQUEST FOR INFORMATION ' ~ Log No. ~ (Unique, Chronological) Project Title: Reservoir Nc. 4 Modifications Project No.: 1520319 Contractor: Friberg Construction Co., Inc. Contract Date: 3-20-02 (For Contractor's Use) Date: 5-13-02 Subject: Valve House Drain Route Conflict InfoFnet[on Descript[0n: There is a discrepency in distance of 30" from wall to _ pipe cn page S-3 to S-4. S-3 is larger and tkat c!earence is necessary for pipe installation in tunnel. S-4 (no dimension)shows pipe tighter to tunnel wall and t~,ez~fo=-e,tee/v&lve/fitti---gs pkysical size fitting% within proposed valve house footprint. The larger dimension (S-3) would put the drainline underneatk tke existing and new va!:e house footings. Proposal; Extend drain!ine through (or beneaSk) & via sleeve tca pre- de%ermined distance outside the footing edge before making the 900 bend. Ccntrsctods Author'zed S[gn~-ture: (For 0wne/s ""~i Information Description: Owner's Authorized Signature: -'~'"'"-(---- ~ Page I of ¢3 Dis~ibution: 1. Contractor 2. Inspector ~..~~ CITY OF BREMERTON REQUEST FOR INFORMATION -:- Log No. d~ (Unique, Chrono[og (mi) Project Title: Reservoir No.4 Modifications Project No.: 1520319 Contractor: Friberc Construction CO.r Inc. Contract Date: 3-20-02 (For ContractoCs Use) Date: 5-13-02 SubjeC4 Additional Concrete Removal On Tunnel Floor [~fc~ation Description: =h_=e is additional concrete buried beneath pipe and accumulated sediment. Does not allow for clearances indicated on plans.- , Needed to be removed to complete tunnel f!ccr Drep. ~'.5 days of equipment & labor to remove. Cent;scrods Authoriz~ Sienature: ,-or Owned~ Use) Information Description: Owner's Authorized Signature: ~ 6_~ ~ Page ~ of ~D Distribution: 1. Con~ctor 2. Inspector 07:57 FA.I ~0 ~84 ~177 FRIBI~G CONST__ ~00~/00~ CITY OF BREMERTON REQUEST FOR INFORMATION LoG No. / i ~ .(Unique. Chrenolocjic~l) Project Tiffs: Reservoir 4 Modifications Pro~¢t NO,: R8370102 C~NtA'~'~Sr: Friberg Constr~cti°n Co Inc. Contract Date: 4-1-02 (For Con~a~oCs Use) Date: 5-15-02 Subject. Change of conditions re: .Drain kine Information Description: - Upon closer review of the existing outlet at reservoir bottom, it appears that the 16" pipe to have approximately 12" of cover and to be 24"-26" deep (invert). This represents a difference in the relationship between the reservoir fl6or bottom and t~nnel bottom, as represented on page C-3. This change in conditlon!will require modification of the outlet drain detail, elevation of pipe beneath the reservoir floor, excavation of pipe within the tunnel and possible footing modifications. Due to the severity of tkis issue and how it affects our schedule, a timely response would be ap~rec~a=ed~to minimize further disruption o~ work in progress. This change will result in a time extension and that amount can be determined cnce the extent of the modification is established. DistdbutJon: 1. Contrac~r Pa~e , of 2. Inspector 3. Project File oE WORK CHANGE DIRECTIVE WCD # 3 PAGE 1 OF PROJECT Reservoir No.4 Modifications PROJECT# R8370102 CONTRACTOR Friber~ Construction Co., Inc. DATE June 7, 2002 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGES(S): r'rovlae Co man nours [o asses[ in suusurl~ce tnvesugauorh ~[~ure~se ume requlrea for sugsurl~u~ ~nve~ug~uun to ~z.o nour~ nf su~ey work and 1/2 day of GPR equipment. ATTACHMENT(S): Force Account Report Dated 4/19/02 to 4/25/02 If a claim is made that the above change(s) have affected Contract Price or Contract Times, any claim for a Change Order based thereon will involve one or more of the methods of determining the effect of the change(s) identified below. Depending on the contract format, any Change Order resulting from this instrument will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions CONTRACT PRICE AND TIME IMPACTS DETERMINED BY: [] Lump Sum Increase (Decrease) in Contract Price is: $ 2,904.95 Increase (Decrease) in Contract Time is: .... OR .... r~ Unit Price Estimated* Increase (Decrease) in Contract Price is: $ [] Time & Materials Estimated* Increase (Decrease) in Contract Time is: [] Other *Estimated Price or Time shall not be exceeded without further authorization. CITY APPROVAL: CONTRACTOR ACCEPTANCE: CITY E'NG~NEER ( 06/05/02 15:19 F~,~ 380 384 3177 FRIBERG CONST ~003 PROPOSED WORK CHANGE DIRECTIVE WCD# 2 PAGE OF PROJECT Reservoir No.4 Modifications PROJECT #R8370102 CONTRACTOR Friberg C~nstruction C43., Inc. DATE May 5, 2002 Additional GPR surveying and c~nfirmator7 drilling performed by Philip H. Duoos in accordance with the attached invoice dated 5-1-2002. Additional labor performed by Fdberg Construction Co., Inc. to perform the concrete repairs. Philip Duoos 12.5 hrs. Labor $1,000.00 Philip Duoos ½ day of Equipment 140.0..0 $1,140.00 Markup 15% 171.00 Total $1,311.0O Friberg Construction Co., Inc. David Chavira -Laborer 38hrs. X35.14/hr. $I,265.04 Markup 20% 253.01 Subtotal $1,518.05 Bonding & Insurance 5% 75.90 Total $1,593.95 ATTACHMENT(S): Invoice from Philip Duoos dated 5-1-02 We propose the Contract Price be increased by $2,904.95 ~6/0.~/02 15:19 FAI 360 384 3177 FRIBERG CONST "· ,~r R~ ~9~2 May.t,~2 '. . : . ~a ~.~,; · ......- ~e~e; W~4~-...... .: [~M:~C~ ...'~= SUwey. . ~. w~ ' ~ ~,~;~ me ~ f~me p6~ ~119- ~, 2~2 in~u~i~g pfi~~ ~:S~yi~g)' ~.5 bm. ~ $ 80.. =$3,080.~ Pfin~[~p~si~'l~n) 7.0 bm. ~ $ ~.' =~- ~.~ G~ph~[:.~quip, ~ $u'pp[~es . ' 3.5 daTs .~ ~80. = $ 980.~ Hb~I'& f~' ' = $ · 259.t8 = $ 4,879.18 ~POSTEDa=~-~ DATE POSTED ~CT. CODE ,TE PAiD WORK CHANGE DIRECTIVE WCD # 4 PAGE 1 OF PROJECT Reservoir No.4 Modifications PROJECT# R8370102 CONTRACTOR Friber~ Construction Co., inc. DATE June 24, 2002 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGES(S): Add 18 additional days towards substantial and final completion due to delays in submittal review of the liner and design modifications in the floating cover ATTACHMENT(S): Letter from NW Linings dated 7/22102 If a claim is made that the above change(s) have affected Contract Price or Contract Times, any claim for a Change Order based thereon will involve one or more of the methods of determining the effect of the change(s) identified below. Depending on the contract format, any Change Order resulting from this instrument will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions CONTRACT PRICE AND TIME IMPACTS DETERMINED BY: E~] Lump Sum Increase (Decrease) in Contract Price is: $ increase (Decrease) in Contract Time is: .... OR .... r-] Unit Price Estimated* Increase (Decrease) in Contract Price is: $ [] Time & Materials Estimated* Increase (Decrease) in Contract Time is: 18 calandar days [~ Other *Estimated Price or Time shall not be exceeded without further authorization. CITY APPROVAL: CONTRACTOR ACCEPTANCE: . -CITY ENGINEER ~ SEN' BY: NORTHWEST LENIN~B & 3EOTENT]zE ~S 872 O~&B; J~L-22-02 B:2~PW; mAGE ~ 3 NORTHWE LININGS GEOTEXTILE PRODIICT$ Inc. 21000 77th AVE. SOUTH KENT, WA 98O32 253-872-0244 FAX 253-872-0245 Ju~¥ 22, 2002 Friberg Construat[on C~ ~r''''L t 2628 Thornton Rd. Femdele, WA 982~.8 v~ fax: 360-3~3177 2 pages RE: Reservoir ~ ModiF. cations- Ci~of~reme~on Dear Mr 8~dwir, Attached :lease fnd · summary o¢ da~s ~na occNrrer, css '.ha~ ~as discuses3 in the July g comstructlen meeting ,a Ih Fr b~ Con~uc ion, ~e Ci~' of Er~memon ard No~hwest The follow'ng items and mates h~d ~he most impact on thc ~"acula for c~nst~c~ng the liner floatin~ cove': · Mardel ~preval: 3~ ca?s from ~e subm~al of the ;~m~ materi~l (4-9-02) undt verba, acceptamcm was ~ived on (~t~2). In :he c:n~:rum~n meeting on ~-g-02 aH were mace ~w~e oF the need to ~t an a~prov~i on the m~:edal as quickly as posmbie time ~bwed for a submi~a review is (ypic~lly 14 mays a~ m~s: 30 this d~Jay accounts for a: Mee~g Scheduling: ~e final ~eefing to review the suzm ~tai 2acka~e was delayed by ci~ or ~e engineer ~m 6-I0~2 [c 8-13-~2. Nommwes; L[mnGs did ~, s ~est to sched~;ng of '~e mae rigs anm u~ers:ands the d ~it'z o= 9a~timg muldmte pe~ies to~etmer but th~ im~ '.o ~he 5chiCle wss 3 Ca~ of Geia~. to th~ ....... fa~n~uon sohO,Jla. Final a~lgn chang~ and ~iew: Ac ecd~tio~ai 5 ~o; cm.,s rrcm 5-~0-02 untd 5-z~-02 devoted to ~ina~ desJg~ oF the cow fica ca~ern by MWH qc~wes= L~n~mg~ ha~ :o stop f~bri~on cou~d c=ntinue. · Weather: Due :o wind ~d ~in ~ 5 severete days NeCroses[ L]~ n~s w~s no acie to safe y work on the liner ~ co,er at the site. Even sm~Ji amour ts 2f :recipitaticn or fog ma~e it very difficult to pe~c~ f~e installation ~ the steep slopes Nodhwe~tUnings We have been able to make some oF :he css us but not ~ll. Pease review ~he at~cheC shee~ a~d ~ f you ~ave any questions r~r:~n: the items outiinec Sincerely, ~'K~rk Liileska~ Cc: Lance Frlme~ fax 360-373-8755 WORK CHANGE DIRECTIVE WCD # 5 PAGE 1 OF PROJECT Reservoir No.4 Modifications PROJECT# R8370102 CONTRACTOR Friberg Construction Co., Inc. DATE 9/30/02 YOU ARE DIRECTED TO PROCEED PROMPTLYWITH THE FOLLOWING CHANGES(S): 1. EIectrical Exploration for conduit not shown on plans 2. Extra chlorination required as per AWWA Standards. 3. Additional sawcutting for unexpected depth of concrete. 4. Surface prep of stairs after change of conditions. 5. Square nut for operation of seismic actuator. ATTACHMENT(S): Force Account Sheets If a claim is made that the above change(s) have affected Contract Price or Contract Times, any claim for a Change Order based thereon will involve one or more of the methods of determining the effect of the change(s) identified below. Depending on the contract format, any Change Order resulting from this instrument will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions CONTRACT PRICE AND TIME IMPACTS DETERMINED BY: [] Lump Sum increase (Decrease) in Contract Price is: $ 6,524.88 Increase (Decrease) in Contract Time is: 0 days .... OR .... [] Unit Price Estimated* Increase (Decrease) in Contract Price is: $ E] Time & Materials Estimated* Increase (Decrease) in Contract Time is: [-'] Other *Estimated Price or Time shall not be exceeded without further authorization. CITY APPROVAL: CONTRACTOR ACCEP'[ANCE: CITY ENGINEER f ~. FRIBERG CONSTRUCTION COMPANY INC. FORCE ACCOUNT SHEET Project Name Bremer~on Reservoir #4 WCD #5 Supe~isor Name Lance Friber~ item #1 Owners Representative Jon Sellar Date 7/8/02 Task Electrical F-xpl0radon I L aOR 1 Name Trade Hours Scale S Total Total Ron Zwick DP 3 $42/I 1 $126,33 $151.60 Josh Koogle Lbr 3 $35.14 $105.4.2 $126,50 Rob Smith Lbr 3 $35,14 $105.42 $126.50 $0.00 $0.00 $0.00 $0:00 $0.00 $0.00 EQUIPMENT Equipment Description Hours Scale S Total Total 555B Backhoe 3 $27.50 $82.50 $94.88 1 Ton Truck w/Tools 3 $12.00 $36.00 $41.40 Compressor & Hammer 2 $20.00 $40.00 S46.00 Core Ddll I $65.00 $65.00 S74.75 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 I MATERIAL I Material Description Quantity Unit Unit price S Total Total Bainbridge Eiectdc 1 $562.00 $562.00 $590.10 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 I ICra.d total with OH/P, No WSST included I I COMMENTS: I Explorator,/investigation to identJf,/locations of exist~n~ conduits around reservoir, CCF and old pump house. Remove sasphalt fTom covered J-Boxes and restoration. Owners Approval by: Contractors Approval by:. Sub-total: Taxx: 5.15 A L~qQER FONT ¢01~' OF THE TEllS AND CONDITIONS IS AVA]].,ASLE UPON REQUE~?. 02.4.g-o2 Bid Summary JOlt: 071~0201 llt~rvior ~4 ~nd~ ~d ~-~le B~bd~e ~d ~id l~m~ha~ ~n~on ~r S~r L~r H~ ~r C~ M~ Co~ ~r $ Ouo~ To'r.~ ~OM T~OFF $4~33 9,7 $~1 $0 $0 Ta~ff AdJ~a~ ~ 0.~ 0.~ l.ao 0.00 o.00 0,00 l:00 T~offAdj~nt ~t ~.~ 0.~ S0.00 $0.~ $0.00 $0.~ ~0.00 .~ T.~F~ ~O~ $4~3 ~.7 ~68 ~ $0 S0 $468 Bid Quos, Adj~ ~d M~ps: T~ Ven~' Qu~: o.~ So T~ ~nmn' Qu~ o.oo T~ ~e~ Con~o~: o.oo ~o ~e~ S~ez T~ o.oo so Bid ~d: o $562 To~ Bid ~: 1 o~1 Pages FRIBERG CONSTRUCTION COMPANY INC. FORCE ACCOUNT SHEET Project Name Bremerton Reservoir ¢~4 WCD #5 Supervisor Name Lance Fdber~ Item #2 Owners Representative Jon Sellar Date 7/25/02 Task Chlorination I L~O. I Name Trade Hours Scale S Total Total Lance Fdberg FM 12 $45.42 $557.04 $668.45 Josh Koogte Lbr 10 $35.14 $351.40 $421.66 Dennis Hall Lbr 10 $35.14 $351.40 $421.68 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 I EQUIPMENT I Equipment Description Hours Scale S Total Total $0,00 $0.00 $0.00 $0.00 $0.00 $O.O0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 I MATERIAL I Material Description Quantity Unit Unit price S Total Total US Filter - Chlodne 400lbs 16 $97.50 $1,560.00 $1,794.00 US Filter - Shackle Clamps 1 1 S42.80 $42.80 $49.22 Kitsap - Hose & Trsh Can 1 1 S31.27 $31.27 $35.96 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 I lerand total with OH/P, No WSST included I $3,458.8q I COMMENTS: I Treat and inject additional reservoir water volume to a residual level in access of 50 PPM for 550,000 ~als. Owners Approval by: Contractors Approval by:. 302 129108 I ohnny L Spencer 6/t9/02 8488296 DISTRIBUTION GROUP USF - Puyallup WA Remit to: Branch - 302 US FILTER DISTRIBUTION GROUP 602 Valley Ave NE FILE 56214 wA s8372 INVOICE LOS 253/840-5505 90074 623 Shipped to: ~Fotal Amount Due FILIBERG CONSTRUCTION CO INC 16/028 SHiP TO 1650 3RD AVE l 635.93 ACCOUNTS PAY3LBLE BRE~----ETON, WA PO BOX 1406 ~'.~TDA.L~ ~A 98248 1406 CUSTO.u--~--R JOB- 001 BRE~ERTON #4 Thank You For The Opportunity To Serve You. Return Top Portion With Payment For Faster Credit We appreciateyourpromptpaymen& Date Ordered Date Shipped Customer PO No. Job Name Job No. Bill of Ladin~ Shipped Via Order Numb¢ 6/!7/02 6/18/02 0201-01 8RE/~ERTON g4 001 / [OUR TRUCK 8488288 Product Code ~ Description I Qua~dty Quantity I Back- Order:d Shipped Ordered Price Amount 0504040 *-~ ~4 PVC $CE40 PIPE SWB 20' 1.DADO0 ~* ss.;o SOLVENT WELD BELL ' 13!2H$ISTADS ~< 12 ADS SEE 85 SOILTIGHT PEPE 4.04000 =~T 242.40 96CHL025 ~.t~ 25# BUCKETS CHLORINE GP~aN~JLES 97.50000 3607FB500 ~ FB500-3 3/4 Bg-LLCORP MIP)LM. ip 14.62615 '~A 14.~3 APPROVED Accr, CODE DATE PAID CHECK # Terms Subtotal NET 30 635.93 Freight Delivery Handling Restock Misc Tax Invoice635 Total ***** THANK YOU FOR YOUR ORDER ***** BY REQUEST, USF PO# TO MATCH VENDOR PACKING SLIPS IS Please pay thls amount NOW ON THE FIRST LINE OF DIRECT INVOICES. Johnny L Spencer 253/840-5505 USF - Puyallup WA 602 Valley Ave ~TE Page: 1 PuyalluD WA 98372 water =o~.~ Invoice: 8488296 ...'fairing care of the world's ~¥~ter. ' USF - Puyallup WA DU~LZCAT~ I~emiti-n: ~ranch - 302 Puyallup WA 98372 FILE 253>8~0-5505 F&X Copy 900?4- 62i, S~vp~d to: To~I A~nt~ ACCO~ ~ ~o~, w~ CUSTO~ JOB- 001 B~MERTON Return Top Potion ~h Paint For Faster Cred~ r~k You ~r T~e Op~o~ny~ ~o Se~e You. We appre~ete ~ur prompt ~ymen~ . i~ ,,m~ an,ppcu ~yu No~} Job N~ Job N'o~ ~ ~8594310 9608SC 8 ~HACKLE CL)~P 2 1 42.8oooo I Terms Sub~hd ] l:rc~ DoHvc~ Handling R~ ~ '1~ Tnvoi~ To~{ -- '"" ~K ~OU FOR YO~ 0~ B? REQUEST, USF ~ TO ~T28 V~DOR PA~ING SLIPS Is Please NOW ON ~E FIRST LI~ OF DI~CT ~OICES. ~y~is amount Jo~y L Spencer 253/~0-5505 ~,.=~ - ~oz Distrib~on Group DUPLI~ ..t~ng ~ ~e ~ ~ter [nvo i c c ~ 85943 ! 0 FRIBERG CONSTRUCTION COMPANY INC. FORCE ACCOUNT SHEET Project Name Bremerton Reservoir #4 WCD #5 Supervisor Name Lance Friber~ Item #3 Owners Representative Jon Sellar Date 7/25/02 Task 2" Op-Nut L Bo. Name Trade Hours Scale S Total Total $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $o.oo $o.o0 $0.00 $0.00 $0.00 $0.00 EQUIPMENT Equipment Description Hours Scale S Total Total $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 MATERIAL Material Description Quantity Unit Unit price $ Total Total US Filter- $0.00 $0.00 2" Operator Nut for 8" BFV 1 1 $60.00 $60.00 $69.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 COMMENTS', 2" op-nut for 8" BF valve due to below grade application, Owners Approval by: Contractors Approval by: 302 229108 Johnny L S~=C~= 7/26/02 8534. USF - P'-~Y~lluD WA R~t ~0: Branch - 302 ' D~LI~ 602 Valley Ave ~ ~OICE US FILT~ DISTRI.~iO~ GROU~ ~yallu~ WA 98372 FI~ ~6214 2~/s4o-~0~ 90074 6~ S~ ~o: ~ %~01 ~00S~T ~L~ ~IBER~ CONS~ION ~ INC ~I~ T0 16S~ ~ A~ ACCO~S PAY~ F~E WA 982~8 1406 Terms Subtow.1 ~T 30 60.00 Freigk[ Delivery B'a'nd~illg }Wise Tax Invoice Total 60,00 FRIBERG CONSTRUCTION COMPANY INC. FORCE ACCOUNT SHEET Project Name Bremerton Reservoir ~ WCD #5 Supervisor Name Lance Fdber~ Item #4 Owners Representative Jon Sellare Date 6-3 & 6-4-02 Task Additional Saw Curing Name Trade Hours Scale S Total Total $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0,00 $0.00 $0.00 t EQUIPMENT Equipment Description Hours Scale S Total Total $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 MATERIAL Material/Subcontractor Quantity Unit Unit price S Total Total Pennisula Concrete Cutting 0.5 0.5 $2,989.00 $1,484.50 $1,558.73 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 [ 16rsnd total with OH/P, No WSST included I $1'589'901 I COMME.TS: I Additional saw cutting required due to add~onal depth in reservoir floor bottom. Owners Approval by: Contractors Approval by: Invoice PENINSULA CONCRETE CUTTING, INC, ! [~ \ / \\ I P.O. BOX1136 \~/~ ~--~/ PH 360) 683-7070 FAX {360) 683~484 ~LIC, PEN i~CO5~P 61312002 6603 Friberg Construction ~65G 3rd Ave P.O,Box 1406 Bremerton, WA Femdale, Wa. 98248 None ~ Net 75 Bremerton Resewior Hydraulic wall sawi~ as aire~'~ed 2,969.00 2.969.00 Isee attached ticket. # 18220,20598-dated 6/3/0£, 20597-dated 6/4/02) Thank you Lancel DATE POSTISD. .GL # JOB # APPROVED DATE PAiD Invoice Due 06/18/02 - Thanl~ You!' : TOTAL ~ oo , ,969. FRIBERG CONSTRUCTION COMPANY INC. FORCE ACCOUNT SHEET Project Name Reservoir No.4 ModificaUons #R8370102 Bid Item #12 Supervisor Name Lance Fdber~ Owners Representative Jon SeUar Date 6-27-02. Task Stair Surface Prep [ L~.OR I Name Trade Hours Scale S Total Total Rob Smith Lbr 3 $35.14 $105.42 $126.50 0 $0,00 $0.00 $0.00 0 $0,00 $0.00 $0.00 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 I EQUIPMENT 1 Equipment Description Hours Scale S Total Total 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 0 $0,00 $0,00 $0.00 0 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0,00 $0.00 $0.00 $0.00 MATERIAL I Material/Subcontractor Description Quantity Unit Unit price $ Total Total 0 0 $0.00 $0.00 $0.00 $0,00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 IGrand total with OH/P, No WSST included I $129'03l ~- COMMENTS: I Owners Approval by: Contractors Approval by: POULSBO: (360) 779-4431 PT. TOWNSEND: (360) 385-41 O0 SAINBRIDGE: (206) ~42-6100 BREMERTON: (360) 674-3131 TOLL FREE: 1-800-422-5010 WATER ADDED AT Concrete Tested [] Yes ~]o I LOT # CUSTOMER'S REQUEST -- ~s. = Z~ ~o~= Fred Hill Materials, Inc. ' ~:,t~ ~'-'~-'~Ad%_ P.O. Box 6 sig. of R~.-W=~,^*d~ POUlSbO, WA 98370 NOT RESPONSIBLE IRRITAT~ON TOTHE SKIN AND EYES ADDITIONAL WATEr{ ADDED TO THIS I 8 MINUTES PER YARdi FOR VARIATION IN C~m~,~o~,~.~o~o~.~u.~ CONCRETE WILL REDUCE ITS /FREE UNLOADING TIMIM~ COLOR OR SURFACE ~m = ~r~y =~ ~.m ~. SEE SACK C USTO MER~ OWN RISK. ~e. ] L1 [~iTER:~EC-[ [OH'AE:CESS OFF 3RD VE., ~Su:E PAI.L E:f3t~ IF ANY ~ ~S-IIONS**CALL lSf' iF CAN DELtVEREAR[ IER ..... . - SHIPMENT SU~ECT TO CONDI~ONS ON R~ERSE SIDE. .C21¢ 12~bO Lb I250 In To] 0.55 AJZ50 ;<] 9 o: ~8 in Tc,] C200 5936 Lb 5900 In 7ol 5.0~'; A3~3 ~1 (<, oz 0 ~n ToI % ,~ Tare Zero Cement Target ~Tct ual '' ........... ::-'-: I.Jc,~ e,- r.~rget Act ua'l Status ~250 2397 Lb 2480 [h~t Fo [ 'fa're 7e,'n B;380LJ '~4 238 Lb 240 In 1-o] . /v B2, E~SW *q. 4.2 Lb ~0 In Tol ' ' :Tare 42 ]'aYe Zero WORK CHANGE DIRECTIVE WCD # 6 PAGE 1 OF 7 PROJECT Reservoir No.4 Modifications PROJECT# R8370102 CONTRACTOR Friberg Construction Co., Inc. DATE 11/22/2002 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGES(S): ~rovide & install additional equipment as described in Attachment A and as shown in Attachment B, C & D. ~rovide additional instrumentation design and integration as described in Attachment E. Increase contract Raise FLO-LOC Actuator up to 18" above the current design elevation using the extention platform 'ecommended by Beaver Equipment Specialty Company and shown in Attachment F. ATTACHMENT(S): Attachments A, B, C ,D, E & F If a claim is made that the above change(s) have affected Contract Price or Contract Times, any claim for a Change Order based thereon will involve one or more of the methods of determining the effect of the change(s) identified below. Depending on the contract format, any Change Order resulting from this instrument will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions CONTRACT PRICE AND TIME IMPACTS DETERMINED BY: [] Lump Sum Increase (Decrease)in Contract Price is: S 19,273,37 Increase (Decrease) in Contract Time is: 161 calendar days (1/31/03 completion) .... OR .... [] Unit Price Estimated* Increase (Decrease) in Contract Price is: $ [] Time & Materials Estimated* Increase (Decrease) in Contract Time is: [] Other *Estimated Price or Time shall not be exceeded without further authorization. CITY APPROVAL: CONTRACTOR ACCEPTANCE: ENGINEER : Ps-rJI Wandting - RTtJ_IO-1.DOC . Page 1 i Reservoir 4 RTU Additions Tcm Baker, EIectronics Dept Beta: July 8, 2002 Additional inputs were requested ~ to be added to ~,TLL This document reviews the cos~ for fie!d mocifications necessar/for the secsc inputs. · Reservc[r High LeveE: I. Instal112x12x~- NEMA 4 SS junction bcx on parapet wall with existing 1" PVC into bcttom of it. 2. instail new Fiygnt ENM-10 float switch under resem/oir cover at J- ~cx, set at 6" below over flew. 3. Run new 1" PVC conduit cu~ bo~cm cf ,vireway in block building ~hru floor and ~nto s~gn~l j-~cx (box with 2-2" PVC conduits) 4. Full cu~ cid conductors in raceway ~c ~:cck building, pull new 16-2 STP 300 V pcwer imJted trey cable :3 ::[[ding, thru. wireway, into i' PVC that fcr remote [/O t~at gees :c :unne~ 5. Ccnnec:to RTU · m/SS Fsii L ~st~il Lsvitcn ~2120-001%/SS be~cv,, :¢~dn9 ~a~el in tunnel. connect ;o ~,vo 30 amp c:,rcuit breake:; 2. Wire NO reis) con:acts tc RTU input · S:te pc,,verfsJ~ Fvmp Cd~cff 1. Thts is same as Reser/cir~igh Leve: azove · Seismic Valve Ou: of Sep¢ice 1. This is a ~ane~ oniy func:Lcc. No fief= m:cificadons are mecessaw · Ceil to C:ose Seismic V~ive (7F~F} I. 7his is a p¢~e~ c~y fu~cticn. Nc fie,~ %:dificat]ons are mecessaq · CaJl to Cpem Seismic Vah, e (Arm: t. This ~s a pace~ only fucc:icm. No fie;c m:difications are necessaw WATEKSAVER COMPANY FLOATING COVF_~S t~, ~ I' I WA~RSA~R COMPS, INC. ~ P,0, ~0X 1~4~5 DENVER. ~0. 80216-O~65 [303) ~85-1818 FAX (]0~) ! D~TAIL NUMbeR: LNR2 [ DRA~N BY: ~C~ ! Technical Sys[em$ AugUst 1, g002 Jc~ Nurnbe~. 6513 TO: Joe Baldwin, Fdbe~ ~nstruc~on Company ~ EFERENCE: R~e~oir N~.4 ~di~c~ 0i~ of Br~eflon, WA ~U~CT; ~slgn Chs~ f~ submi~al review Techni~ Systems, Inc. ~81) ~ ple~ed ~ pro~e ~ ~=~ for d~iGn c~nges ~ a result of the subm~l review p~ for ~e ~ve referenc~ p~e~ ~e subm~ review d~s ~n~n ~me c=~ll~ng ¢~mmen~, b~ J feel ~: th~ ~ De r~lved ~h telephone conve~a~ns, ~d ncr effe~ our pndng. I ~1~ nets thst ~e r~ue~ to pro,de ~e ~olr ~ver p~p o~ of s~¢~c~ i~i~den is no.ally ~ fun~n cf :he c~s ~fls and boo.er pumps that are con~ll~ ~roush ~e SCACA system. Sines ~ese ~ ~ver sump pumps ~at ~e by the SC~A sy~m ~s fun~cn will net be pro¢~ fn ~ ~ esfim~a. ~co~e cf OeSf~n C.h. en.oe 1. TS1 ~cds sn 8 ~git~ in¢~ ~rd to ~e RTU panel ~ ~lns~s and misc. ~rdware, 2. TS1 supplies addi~na{ ~n~ineedng dine fcr pan~ ~rk. pro~ming, and screen development ~o 3. TSI sup¢lies add~onal shop labor for ~1 ~nt~i p~eis in c~er to i~omte design chan~es. Our cos~ for t~is change order will be I will wait for an spproved Cange order before proceeding with work on fl~is project. EO. E'c'x {~2412. K~nmore, WA 98028 (4~5) 3~. FA3((4Y_.~) 398~S70 11/14/02 11:38 FAX 360 3~4 3177 FRIBF~G CONST ~002 FRIBERG cONSTRUCTION COMPANY INC. P.O- Box 1#~, Ferudde WA* ~9~ Plume 360-394-4369 / F~x 36~-3~1--3177 City of Bremerton Reservoir No.4 Modifications Explanation and Breakdown of Cost x:urr~d due to Three-Month Delay When a project is bid Friben:j Construction allocates a certain percentage of our markup to allow for indirect and overhead costs. The contract time to corrkolete plays an integral part in the projected mark-up. When project delays occur, especially one of this length, a portion of the indirect and overhead costs are then direct costs specific to the project. Just as delays cost the Owner hence, 'liquidated damages', delays also cost the Contractm' and deplete profit. Builders Risk - $500.00 X .15 = $575.00 This portion of the additional premium is specifically for the delay time extension through 12-2-02. The additional costs through January are covered in the Change Order as specified by project specifications. General Liability Insurance (Oct. through Dec.)- $1,947.75 X. 15 = $2,239.91 Our premiums are based on '~N'ork In Progress", had this project been completed as originally agreed there would be no extension. However, due to the delay the extension will now be assessed at $649.25 per month until completion. Administrative and Management Cost -$5,000.35 X .20 = $6,000.42 During the delay there were administrative and management duties performed that were directly related to the project. Administrative $21.83 X 125 hrs. = $2,728.75 Management $37.86 X 60 hrs. = $2,271.60 Total Cost Incurred Due to Delay $8,991 ($8,81533 X. 02) RECEIVED NOV I t~ 2002 ,/~c//~¢,,t,,' ~ ENGINEERING D{V}StOt,~ ...--- Psg~ l of I OY .Cit___~y o_~f Bremerton Volume 1 - Specifications Reservoir No. 4 Modifications February 2002 SECTION 00500- AGREEMENT THIS AGREEMENT is dated the ~'-0 ~ day of r~ ¢{J~(..~o in the year 20 O ~_~ by and between Oity of Bremerton (hereinafter called OWNER) and (hereinafter called CONTRACTOR). OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK. CONTRACTOR shall complete the WORK as specified or indicated in the OWNER's Contract Documents entitled Reservoir No, 4 Modifications. ARTICLE 2. CONTRACT TIMES. The WORK shall be completed within 120 successive calendar days from the commencement date stated in the Notice to Proceed. Substantial Completion for the WORK must be achieved not later than June 26, 2002, based upon the OWNER issuing Notice to Proceed not later than March14, 2002. Time is of the essence as to each and every deadline set forth in this agreement. This provision has been specifically negotiated. See SC 12.02 for further reference. ARTICLE 3. LIQUIDATED DAMAGES. and the CONTRACTOR recognize that time is of the essence of this Agreement and OWNER that the OWNER will suffer financial loss if the WORK is not completed within the time specified in Article 2 herein, plus any extensions thereof allowed in accordance with Article 12 of the General They also recognize the delays, expense, Conditions and Supplementary General Conditions. and difficulties involved in proving in a legal proceeding the actual loss suffered by the OWNER if the WORK is not completed on time. Accordingly, instead of requiring any such proof, the OWNER and the CONTRACTOR that as liquidated for agree damages delay (but not as a penalty) the CONTRACTOR shall pay the OWNER $900 for each day that expires after the time specified in Article 2 herein for Substantial Completion and Final Completion of the WORK. ARTICLE 4. CONTRACT PRICE. OWNER shall pay CONTRACTOR for completion of the WORK in accordance with the Contract Documents in current funds the amount set forth in the Bid Schedule(s). ARTICLE 5. PAYMENT PROCEDURES. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. Contractor Initials MWH-012802 AGREEMENT 1520319-RESERVOIR NO. 4 MODIFICATIONS PAGE 00500-1 ARTICLE 6. CONTRACT DOCUMENTS. The Contract Documents which comprise the entire agreement between OWNER and CONTRACTOR concerning the WORK consist of this Agreement (pages 00500-1 to 00500-3, inclusive) and the following attachments to this Agreement: o Notice Inviting Bids (pages 00030-1 to 00030- "~, inclusive). o Instructions to Bidders (pages 00100-1 to 00100- ~2 ,inclusive). o Bid Forms including the Bid, Bid Schedule(s), Information Required of Bidder, Bid Bond, and all required certificates and affidavits (pages 00300-1 to 00300- 1~o , inclusive). o performance Bond (pages 00610-1 to 00610- 'Z- , inclusive). o Payment Bond (pages 00620-1 to 00620-.._.~, inclusive). o General Conditions (pages 00700-1 to 00700- ~.1 , inclusive). f o Supplementary Conditions (pages 00800-1 to 00800- %'=1 , inclusive). o Technical Specifications consisting of ~ Divisions and z~5 pages, as listed in the Table of Contents. o Drawings consisting of ~\ . sheets, as lisled in the Table of Contents/List of Drawings. Addenda numbers \ to -z_ ,inclusive. Change Orders which may be delivered or issued after Effective Date of the Agreement ' and are not attached hereto. There are no Contract Documents other than those listed in this Article 6. The Contract Documents may only be amended by Change Order as provided in Paragraph 3.04 of the General Conditions. ARTICLE 7. INDEMNIFICATION. The CONTRACTOR and OWNER acknowledge and agree that they have negotiated the following in accordance with the requirements of RCW 4.24.115 and the CONTRACTOR specifically waives his immunity under industrial insurance under Title 51 RCW. To the fullest extent permitted by Laws and Regulations, the CONTRACTOR shall indemnify, defend, and hold harmless the OWNER, ENGINEER, and DESIGN ENGINEER, their consultants, subconsultants, and the officers, directors, employees, and agents of each and any of them, against and from all claims and liability arising under, by reason of, related, or incidental to the Contract Documents or any performance of the WORK, but not from the sole negligence or willful misconduct of the OWNER and/or the ENGINEER as fudher defined in the Contract Documents. Contractor Initials AGREEMENT MWH-012802 PAGE 00500-2 .......... ~ ,-,~:~ ~lr~ z~ I~,I(hI')IFICATIONS ARTICLE 8. ASSIGNMENT No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but without limitation monies that may become due and monies that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limiled by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. The OWNER, in its sole discretion, may refuse to allow the CONTRACTOR to assign any or all of its duties, rights and/or responsibilities under the Agreement, except with regards to an assignment of funds for security purposes. In the case of I an assignment for security purposes the OWNER may condition its approval to the extent it deems necessary to assure that there will be adequate funds to complete the WORK and to pay a subcontractors and suppliers. I OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal I representatives in respect of all covenants, agreements and Obligations contained in the Contract Documents. IN WITNESS WHEREOF, OWNER and CONTRACTOR have caused this Agreement to be executed the day and year first above written. OWNER~..ity.,tv ~ ~mc'"~le~n CONTRACTOR F~i ,yf I ~ ~.l~, ~ .,4' [CORPO, RATE S,E,,AL] ! Address for giving notices Address for giving notices License No. Fei ! I Appr~ Agent for service of process:. (Signat~ I ' ('fitCe) II ! II I MWH-012802 AGREEMENT 1520319-RESERVOIR NO. 4 MODIFICATIONS PAGE 00500-3