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Home My WebLink About4358 +Enter Search Criteria, Press Esc Key to Transmit +Press Del Key to Terminate Delete Mode + CHANGE Contract Transactions + Contract Number 4358 + +Vendor Name MORSE CONSTRUCTION GROUP INC +Subject W650 PRESSURE ZONE IMPROVEMENTS - RESERVOIR #23 +Department ENGINEERING +Status Code CON + Amount $838466.30 + Begin Date 06/02/2003 + Insurance End Date 06/14/2004 + Type Amount Review Date 02/15/2006 GL $2000000.00 AL $2000000.00 + + Insurance Total $4000000.00 + Insurance Review Date 02/01/2004 + ~ CommentsVAULT 01/01/2006 CHANGE ORDER #1 10/03 - 92 5/04 + CITY OF BREMERTC' CHANGE ORDER CONTRACT CHANGE ORDER NO: 1 PROJECT NAME: West 650 Pressure Zone Improvements - Reservoir No. 23 PROJECT NO: 461 CONTRACTOR: Morse Construction Group, Inc. ORIGINAL CONTRACT AMOUNT: $838,466.30 DAYS: Substantial Completion on 11/1/03; Final Completion on 12/31/03 PREVIOUSLY APPROVED CHANGES: $0.00 DAYS: 0 THIS CHANGE: $27,628.48 DAYS: 36 REVISED CONTRACT AMOUNT: $866,094.78 DAYS: Substantial Completion on 12/7/03; Final Completion on 2/5/04 This Change Order covers changes to the subject contract as described herein. The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items. The increase or decrease in contract price shown below includes any applicable taxes. DESCRIPTION OF CHANGES INCREASE IN (DECREASE) IN CONTRACT o ,- CONTRACT CONTRACT TIME ,- ,- AMOUNT AMOUNT EXTENSION e e ($) ($) (DAYS:) X WCD No. 1 - Differing Site Condition (Rock) $8,689.67 9 X WCD No. 2 - Inlet Modification $15,099.81 26 X WCD No. 3 -Omit Logo $200 0 X WCD No. 4 - Conduit and Pull Boxes $4,039.00 1 NET CHANGE IN CONTRACT AMOUNT $27,628.48 36 INCREASE OR (DECREASE) Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, on-site or home office overhead, or lost profits. Nothing in this Change Order shall limit the City's right to bdng a claim for past performance. CONTRACT CHANGE ORDER NO: 1 PROJECT NAME: West 650 Zone Improvements - Reservoir No. 23 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 due to said Change Order. This document will become a supplement of the contract and all provisions will apply hereto. It is understood that this Change Order shall be effective when approved by the City of Bremerton. The parties whose names appear below warrant that they are authorized to enter into a change order that is binding on the parties of this contract. In addition, Contractor warrants that it has or will inform the surety of this change, and shall take appropriate action to modify any bonds required under the contract to address this change. RECOMMENDED: PROJECT ENGINEER ~' Date RECOMMENDED: .~l~lJ 6 ~ i~lpl~z CITY ENG~IEER/'D~RECTOR OF PUBLIC WORKS '" D~te ACCEPTED: CONTRACTOR / Da~:e ^ ^.PROVED AS TO FORM: ;? Bremerton City Attorney - L~ity Cle~''~' ...... /' /' / Page 2 of 2 · CITY OF BREMERTON ' )WORK CHANGE DIRECTIVE WCD#: 001 Page 1 of PROJECT: West 650 Pressure Zone - Rese~oir No. 23 Project #: 461 CONTRACTOR: Morse Construction Group, Inc. Date: ,June 27, 2003 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): This Directive recognizes that a solid native rock mass will not be encountered in the Reservoir 23 excavation and provides direction to MCG relative to foundation excavation & construction, and completion of the excavation sidewall. The direction provided herein is confirmation of direction given during the 6/25/03 on-site meeting with representatives of MCG and URS. MCG is hereby directed to proceed immediately with the Changes in the Work herein described, and is also directed to provide labor and equipment houdy and daily rates, as appropriate within 7 days, for approval. ATTACHMENT(S): Please refer to Attachments 1 & 2 for specific direction relative to foundation excavation & Construction, compaction, removal of rock outcrops and completion of the excavation sidewall and bench. If the above change(s) affect Contract Price or Contract Times, any claim or Change Order based thereon will involve one or mom of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions, as may be applicable. Method of determining change in Contract Price: Method of determining change in Contract Times: [] Unit Price [] Contractor's Records [] Lump Sum X Engineer's Records X Time & Materials X Other: Negotiated (See 02200-3.3.E) [] Other: E.~time.ted'increase (d~_'cr':__-c~.) in Contract Price: E. et. ima~l increase/,,4 .... c-~c) in Contract Times: $ ~ ~,~ (,:,~,'~'..~a'7'. Substantial Completion: ~ ~ days; If the change involves an increase, the estimated Ready for final payment: TBD days; amount is not to be exceeded without further If the change involves an increase, the estimated times authorization, are not to be exceeded without further authorization. RECOMMENDED: AUTHORIZED: CONTRACTOR CITY Of BREMERTON By: By: ~---, ~.. _~ .--~. Reservoir No. 23 WCD No. 001, Page 1 CITY OF BREMERTON ~/VORK CHANGE DIRECTIVE Reservoir No. 23, Work Change Directive 001 - Attachment No. I 1. Excavation for Rin,q Foundation. Modify excavation for the ring foundation as follows: A. Extend excavation within the limits of the ring foundation (defined as the area between radii of 34.5 and 39.5 feet, measured from the center of the tank footprint) to a nominal depth of 0.5 feet below the designed elevation of the excavation bottom. Extend excavation below designed elevation -0.5 feet only when directed by the Engineer or when necessary to remove a large boulder or outcrop from the excavation floor. Remove all loose native material, native clay or soil materials, and any cobbles larger than 6 inches largest dimension from the excavation bottom. B. When ring foundation excavation is complete to necessary depth, compact the native material in the excavation bottom with a vibratory compactor (hoe-pack) as necessary to achieve acceptable consolidation of the native material. Sufficient consolidation of native material shall be judged and approved by the Engineer. C. Backfill excavation between the actual excavation bottom and the designed elevation of the excavation bottom with Type A granular backfill, as specified in Section 02200-2.1 .E.1 of the Contract Specifications (Page 02200-2). If necessary, for fine grading & leveling purposes only, Type C sand backfill, as specified in the same Section of the Contract may be substituted for the upper 1 to 2 inches (2" maximum) of the backfill. Adjust the moisture content of the backfill material and compact in place, in accordance with the requirements of Section 02200. The Engineer may, at his discretion, require and arrange for in-place testing of backfill materials within the above-defined limits of the ring foundation excavation; compaction requirements to be met shall be as stated in Section 02200. Otherwise, sufficient compaction of backfill materials shall be judged and approved by the Engineer. D. Extended excavation below designed elevations, imported backfill materials and compaction shall be added to the existing Contract scope, and shall be performed on a Time & Materials basis at rates for labor, equipment and materials to be established in accordance with the provisions of Section 00800. 2. Excavation and Fill within Rin,q Foundation (Between Tank Center & Radius 34.5 Ft.) A. Excavate to designed elevation limits for this area. Remove all cobbles and boulders larger than eight inches largest dimension and compact native materials in place using heavy, tracked vehicle(s) or vibratory compaction (hoe-pack or vibratory roller). Remove additional boulders or cobbles where movement or "squirming" of materials is observed adjacent to larger particles. Remove any soil or clay areas. B. Remove any rock outcrops or boulders that will extend above an elevation nine inches below the surface finished grade of the lime-sand fill material depicted in Detail 2/C3 of the Contract Plans. If an outcrop or boulder "pulls out" or must be removed to a depth below the designed elevation of this area, backfill the resulting depression with select native rock material from the excavation; select rock material shall generally not exceed 3 inches larges dimension. Compact backfllled areas. Sufficient consolidation of both native and imported materials in this area shall be judged and approved by the Engineer. C. Removai of unsuitable material and compaction of native and imported backfill materials (if any) shall be added to the existing Contract scope and shall be performed on a Time & Materials basis, at rates for labor, equipment and materials to be established in accordance with the provisions of Section 00800. Reservoir No. 23 WCD No. 00i Attachment 1, Page 1 CITY OF BREMERTON WORK CHANGE DIRECTIVE 3. Sidewall and Bench Excavation A. Excavate to contract limits, elevations and slopes except as otherwise directed herein. Remove remaining loose rock from excavation sidewalls from base, to upper elevation limit. Establish ditch lines and contours from base of excavation to top of bench as designed. B. Remove loose material from top and face of 10-foot wide bench. Delete bench from areas defined in Attachment 2 to this Work Change Directive; slope ends of bench to drain into ditch lines established at base of excavation. C. Change finish-grade slopes of sidewalls in soil areas on North and South of excavation, to slopes and contours indicated on Attachment 2 to this Work Change Directive. D. Final grading, surfacing and cleanup shall be as originally specified unless altered by this, or a subsequent, Work Change Directive. Reservoir No. 23 WCD No. 001 Attachment 1, Page 2 Project No: 027-141147 West 650 Pressure Zone - Reservoir # 23 WCD # 1 -Changed Site Conditions Chan,cle of Contract Price Daily Fome Account Report for 6/27/03 330.00 Daily Force Account Report for 7/03/03 2,352.50 Daily Force Account Report for 7/07/03 1,010.00 Daily Force Account Report for 7/07/03 110.00 Daily Force Account Report for 7/08/03 165.00 Daily Force Account Report for 7/14/03 2,307.07 Material Delivery Ticket for 7/28/03 540.85 Distributed Cost 6,815.42 Administrative Cost @ 5.25% 357.81 Internal Cost 7,173.23 Margin @ 10% 717.32 Subtotal 7,890.55 Sales Tax @ 8.5% 670.70 Subtotal for Technical Services Fee 8,561.25 Technical Services Fee @ 1.5% 128.42 Lump Sum Final Sales Price w / Tax 8,689.67 Increase in Contract Time 9 Days Refer to attached Chronological Timeframe for WCD # 1. Project No.: 0~ 141147 ~ Project Name: West-650 Pressure Z~ne - Reservoir # 23 City of Bremerton WCD # 1 - Chan~e in Contract Time Chronological Timeframe: 06/25/03: Determined site conditions not per Contract. A site meeting took place on this date. Corrective action was agreed to pending issuance Of a Work Change Directive. 06/27/03: A faxed copy of Work Change Directive # 1 was received by the afternoon of 06/27/03. WCD # ! recognized that a solid native rock mass will not be encountered and provided direction to MCG relative to foundation excavation and construction and completion of excavation sidewall. MCG immediately started work to implement these requirements. The additional work mandated by WCD # I for which additional compensation is requested is documented by Daily Force Account Reports signed by the City of Bremerton Site Representative for the dates of June 27, July3, July7, July 8, and July 14 respectively and by a Material Delivery Ticket dated July 28. Work activities required by WCD # 1 were established by mutual agreement between the MCG and City of Bremerton site representatives. 07/03/03: WCD # 2 was subsequently issued requesting that MCG cease trenching for the reservoir inlet piping and develop a design for placing the inlet piping above the reservoir floor. Summary: As a result of WCD # 2 the provisions of WCD # 1 could not be completed until a revised inlet piping design was completed and approved by the City of Bremerton, materials procured, fabricated, and installed by MCG. The schedule impacts and Change in Contract Time for WCD # I are therefore limited to July 3, when WCD # 2 was issued. Note however, some work required by WCD # 1 was completed after July 3. Accordingly the requested Change in Contract Time for WCD # 1 is limited to the period from June 25 up to and including July 3 2003 for a total of nine (9) calendar days. The Change in Contract Time from July 4 is addressed under WCD # 2. Allen Shearer Trucking & -.Landscape Supply Inc. Beifair, WA 98f~ 1~60-27fl-346~ Contractor # ~,!-! ,ENSTOT~tPA West 650 Pressure Zone Rem~voir No. 23 Equipmcmt, labor axed matexiad ra~es for edmmge order~ GENERAL LABOR $43.50 hr PC 150 EXCAVATOR (34,000 lb) $95.00 hr EX 200-5 EXCAVATOR (48,000 lb) $110.00 hr 3 TON DOULBE DRUM VIBATORY ROLLER $85.00 hr JOHN DEER 890 EIXCAVATOR W/I-IYD. BREAKER $225.00 hr TRUCK AND 3 A2ti.E TILT DECK- $95.00 hr 1 1/4" CRUSL-~,D DEI.IVE~D $11.75 per/ton Allen Shearer Trucking & Landscape Supply Inc. P.O. Box 789 Belfair, WA 98528 1-360-275-3465 Contractor # AI.I,ENST074PA September 19, 2003 Morse Const. Work Change Directive 001- lA //ff'o ~' ~5 O/~- ? --//4 / / q 7 6/27/03 Ex 200 Excavator 3 hfs (D~110-00 hr = 330'00 ~' 7/3/03 Ex 200 Excavator 4 hfs ~ 110.00 hr = 440.00 ~/ 890A Excavator w/breaker 8.5 lam (~ 225.00 = 1912.50/ 7/7/03 Ex 200 Excavator 1 hr ~ 110.00 = 110.00 / 890A Excavator w/breaker 4 hrs (~ 225.00 = 900.00 / Total 3,692.50// Allen Shearer Trucking & Landscape Supply Inc. P.O. Box 789 Beifair, WA 98528 1-360-275-3465 Contractor # ALLENST074PA September 19, 2003 Morse Const. Work ChangeDirective 001-3C /'ff-a,~ :d25 0 ;2,~ ~ - Icl 7/7/03 Ex 200 Excavator 1 hr (~ 110.00 = 110.00 fi" 7/8/03 Ex 200 Excavator 1.5 hrs (~ 110.00 = 165.00~' Total 275.00 Allen Shearer Trucking & Landscape Supply Inc. P.O. Box 789 Belfair, WA 98528 1-360-275-3465 Contractor # AI.I.F, NST074PA September 19, 2003 Morse Const. Work Change Directive 001 ,//~&: c5,,~, V- 14////7/? 7/14/03 PC 150 Excavator 3 las ~ 95.00 = 285.00 PC 150 Excavator (stand-by) 4 hfs (~ 47.50 = 190.00 Water Track 3 las (~ 75.00 = 225.00 Water Tmck (stand-by) 4 hrs ~ 37.50 = 150.00 Bomag Roller 3 hrs (~ 85.00 = 255.00 Bomag Poller (stand by) 4 hrs ~ 42.50 = 170.00 Laborer 7 Ins ~ 43.50 = 304.50 MOB excavator & Roller 4 las ~ 95.00 = 380.00 1 1/4 crushed del 29.58 ton ~ 11.75 = 347.57 7/28/03 ! 1/4 crushed del 46.03 ton ~ 11.75 = 540.85 Total 2,847.92 P.O. BOx~m9 BeirUt WAg8528 Phone:(360):~5-~' "' "DA~ {~ ~['/~ ":' ~~ ..... ?J{:'~ & LANDSCAPE SUPPIL~ INC.. P.O. 80~789 Beffair, WA~528 Phone'(360)~5-3~" DA~? O~ ~¢~ TO SNIP TO SHIPPED VIA ORB~ DESCRI~ON ~N~ PRICE AM :; .~ flo( be r~e J~r ~age w~is ~.i~eiV~ bv ///A/~/~ ~ ¢- /--- :.-" ~ ___5 ..... CITY OF BREMERTON " ,tVORK CHANGE DIRECTIVE WCD#: 002 Page 1 of 1 PROJECT: West 650 Pressure Zone- Reservoir No. 23 Project#: 461 CONTRACTOR: Morse Construction Group, Inc. Date: July 3, 2003 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): 1. Cease trenching for the reservoir inlet pipeline within the reservoir footprint, except as needed to reach a point approximately parallel to the outlet pipeline penetration of the reservoir floor plates. 2. Modify the inlet pipeline design to place the pipeline above the reservoir floor, from the floor plate penetration to the end of the inlet pipeline, approximately as indicated on Attachments 1 & 2. The inlet pipeline shall be supported by "H" frames at intervals of approximately 10 - 12 feet, maximum. "H" frames shall be of welded stainless steel construction and shall incorporate provisions for restraining the inlet pipeline against movement caused by seismic forces, thermal expansion & contraction, and water turbulence. All rs-design details shall be subject to approval by the City, prior to fabrication. 3. Proceed with this change, but estimate the net change in Contract Price, for City approval. 4. Proceed with this change, but estimate the net change in Contract Time, for City approval. ATTACHMENT(S): (1.) Revised Contract Drawing C2. (2.) Revised Contract Drawing C4. If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Price: Method of determining change in Contract Times: [] Unit Price [] Contractor's Records X Lump Sum X Engineer's Records [] Time & Materials1 [] Other: Negotiated [] Other: Negotiated ~increase (~,eer. ee~,~ in Contract Price: ~ increase (dcc;cccc) in Contract Times: $ I'~ C)~, ~) ~ Substantial Completion: Z-~, days; If the change involves an increase, the estimated Ready for final payment: days; amount is not to be exceeded without further If the change involves an increase, the estimated times authorization, are not to be exceeded without further authorization. RECOMMENDED: AUTHORIZED: CONTRACTOR CITY OF BREMERTON ab, FORMS, Work Change Directive, 3-00 Proiect No: 027-141147 West 650 Pressure Zone - Reservoir it 23 WCD it 2 - Inlet Pipe Design Change Chanqe of Contract Price Increases: Engineering,detailing, procurement & project admin. 1,680.00 Materials - steel pipe, fittings,flanges,supports, & paint 3,558.00 Shop Labor ( 135 hrs. @ $52.00 per hour) 7,020.00 Concrete ( 6 cu. Yds. @ 62.50~ 375.00 Field Labor - Civil - setting of pipe & concrete placement 8 hrs. @ $51.29 per hr. 410.32 Field Labor - Boilermakers- installation & bolt-up of pipe sections 20 hrs. @ $53.80 per hr. 1,076.00 Equipment - 35 Ton Crane - 2 hrs. @ $62.50 per hr. 125.00 Field Painting - Lump Sum 750.00 Credits: Materials - ductile iron pipe & fittings (1,440.00) Field Labor - Civil -setting of pipe & backfill 6 hrs. @ $51.29 per hr. {307.74) Equipment - Excavator w / Operator 2 hrs. @ $110.00 per hr. (220.00) Trench excavation haul off - 44 cu. Yds. @ $8.00 per cu. Yd. (352.00) Trench bedding & backfill - 44 cu. yds. x 1.8 @$10.50 per ton (831.60) Distributed Cost 11,842.98 Administrative Cost @ 5.25% 621.76 Internal Cost 12,464.74 Margin @ 10% 1,246.47 Subtotal 13,711.21 Sales Tax @ 8.5% 1,165.45 Subtotal for Technical Services Fee 14,876.66 Technical Services Fee @ 1.5% 223.15 Lump Sum Final Sales Price $15,099.81 Increase in Contract Time Refer to attached Chronological Time frame for WCD # 2. 26 Days Project No.: 02, .~41147 ~ Project Name: West 650 Pressure Zone - Reservoir # 23 City of Bremerton WCD # 2 - Change in Contract Time Chronological Timeframe: 07/03/03: WCD # 2 was issued requesting MCG to cease the ongoing trenching work within the reservoir footprint to reach a point approximately parallel to the outlet piping penetration of the reservoir floor plates. WCD # 2 also requested that the inlet piping be designed to place the piping above the reservoir floor plates wth all redesign details subject to approval by the City of Bremerton. 07/05/03: MCG presented a preliminary design for this change and was requested to incorporate additional comments and concerns forwarded by the COB representative. 07/07/03: Initiated procurement and drawing preparation. 07/15/03: Drawings addressing design change submitted to City of Bremerton under Shop Drawing # 18. 07/22/03: Approval of design change given. 07/28/03: Fabrication, shop testing and painting of delivered to jobsite for installation under concrete ringwall. 07/29/03: Inlet piping spool available for installation. Sununary: Forming and pouring of concrete reservoir ringwall could not be started until the inlet piping was in place. The schedule delay attributed directly to WCD # 2 is from July 4 up to and including July 29 2003 or 26 calendar days. CITY OF BREMERTON ~ WORK CHANGE DIRECTIVE WCD~: 03 Page 1 of 1 PROJECT: West 650 Pressure Zone - Reservoir No. 23 Project #: 461 CONTRACTOR: Morse Construction Group, inc. Date: October 6, 2003 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): Delete the "City of Bremerton Logo" required by Specification Section 09960-3.11. ATTACHMENT(S): None if a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the affect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Price: Method of detem~ining change in Contract Times: [] Unit Price [] Contractor's Records [] Lump Sum [] Engineer's Records [] Time & Materials [] Other: [] Other: ~decrease) in Contract Price: Estimated increase (decrease) in Contract Times: $ ~)~ .?..~ Substantial Completion: 0 days; If the change involves an increase, the estimated Ready for final payment: 0 days; amount is not to be exceeded without further If the change involves an increase, the estimated times authorization, are not to be exceeded without further authorization. RECOMMENDED: AUTHORIZED: CITY OF BREMERTON CONTRACTOR Proiect No: 027-141147 West 650 Pressure Zone - Reservoir if 23 WCD # 3 - Delete the "City of Bremerton" Logo. Change of Contract Price Credits: Field Labor- Lump Sum w/Tax (200) Final Sales Price w/Tax (200) Increase in Contract Time: 0 Days CITY OF BREMERTON ,IVORK CHANGE DIRECTIVE WCD#: 04 Page 1 of 1 PROJECT: West 650 Pressure Zone - Reservoir No. 23 Project #: 461 CONTRACTOR: Morse Construction Group, Inc. Date: September 17, 2003 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): 1. Provide 2-inch diameter, schedule 80 PVC conduit from approximately pipeline Station 89+00 to the control cabinet location on the Reservoir 23 site. Locate conduit as shown on Detail 3/C-4; this conduit was previously deleted from 3/C-4 in error. 2. Connect to new 2" conduit installed by others at approximately Sta. 89+00 with a suitable, traffic grade pullbox. Provide a second such pullbox at the location of the control cabinet on the Reservoir 23 Site. 3. Please provide not-to-exceed price and estimated additional Contract Time as soon as possible; do not delay conduit to secure pricing. A'CFACHMENT(S): SheetC-~ Contract Plans If a claim ~s made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Pdce: Method of determining change in Contract Times: [] Unit Price [] Contractor's Records X Lump Sum X Engineer's Records [] Time & Materials X Other: Negotiated [] Other: Negotiated E-e*A,~increase ~ in Contract Price: F=~.im~,,.,. ~ncrease (~ n Contract Times: $ x.~l ~-~, ~ Substantial Completion: ~ days; If the change involves an increase, the estimated Ready for final payment: days; amount is not to be exceeded without further If the change involves an increase, the estimated times authorization, are not to be exceeded without further authorization. ACCEPTED: AUTHORIZED: MORSE CONSTRUCTION GROU P, iNC. CiTY OF BREMERTON ab, FORMS, Work Change Directive, 3-00 UNPAVED ARFJ~.S 'RPE TYP PAVED & UNPA~r RESTO~ON D~pE ~C~I~ D~NL ~.~m~ 0 O~L V~ B~N~ ~Y~D~ OPEniNG NUT~ t~ ~S~ONS Proiect No: 027-141147 West 650 Pressure Zone - Reservoir # 23 WCD # 4 - Provide conduit and pullboxes. Furnish and install 640 LF of 2-inch schedule 80 PVC rigid conduit and two (2) pullboxes. Chan,qe of Contract Price Supply and install two (2) Utility Vault 3030LA Pull Boxes 1,635 excluding excavation, bedding, equipment to set pullboxes and backfill. Furnish conduit, couplers, adhesive and line 602 Cost for labor (install conduit and excavation, setting and backfill 821 for pull boxes). 16 hours @ $51.29 per hour Cost for Equipment 110 Ex 200-5 excavator w / operator - I hour @ $110.00 per hour Distributed Cost 3,168 Administrative Cost @ 5.25% 166 Internal Cost 3,334 Margin @ 10% 333 Subtotal 3,667 Sales Tax @ 8.5% 312 Subtotal for Technical Services Fee 3,979 Technical Services Fee @ 1.5% 60 Final Sales Price w/Tax 4,039 Increase in Contract Time I Day CITY OF BREMERTON CHANGE ORDER CONTRACT CHANGE ORDER NO: 2 PROJECT NAME: West 650 Pressure Zone Improvements - Reservoir No. 23 PROJECT NO: 461 CONTRACTOR: Morse Construction Group, Inc. ORIGINAL CONTRACT AMOUNT: $838,466.30 DAYS: Substantial Completion on 11/1/03; Final Completion on 12/31/03 PREVIOUSLY APPROVED CHANGES: $27,628.48 DAYS: 36 THIS CHANGE: $13,962.00 DAYS: 100 REVISED CONTRACT AMOUNT: $880,056.78 DAYS: Substantial Completion on 3/16/04; Final Completion on 6/14/04. This Change Order covers changes to the subject contract as described herein. The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items. The increase or decrease in contract price shown below includes any applicable taxes. DESCRIPTION OF CHANGES INCREASE IN (DECREASE) IN CONTRACT o ~- CONTRACT CONTRACT TIME ,- ~ AMOUNT AMOUNT EXTENSION ~ ~ ($) ($) (DAYS:) n- n- X Weather Delays; 10/16/03 - 10/22/03, & 1/5/04 - 1/8/04 0 11 X PSE delays in providing site power; 12/4/03 - 1/4/04 0 12 X WCD 5 $1,377.00 0 X WCD 6 $2,366.00 0 X WCD 7 $2,779.00 0 X WCD 9 $411.00 0 X WCD 10 $1,000.00 1 X WCD 11 $3,000.00 1 X Mutual agreed upon delay to avoid holiday construction 0 16 X Fiber-Optic Cable Delay; 1/12/04 - 3/11/04 0 59 X Provide 80 additional feet of site fencing $3,029.00 0 X Bolt tensioning delay per letter dated May 6, 2004 0 30-FC only1 NET CHANGE IN CONTRACT AMOUNT $13,962.00 100-SC~ INCREASE OR (DECREASE) 130-FC1 Note 1 - SC is Substantial Completion, FC is Final Completion Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, on-site or home office overhead, or lost profits. Nothing in this Change Order shall limit the City's right to bring a claim for past performance. CONTRACT CHANGE ORDER NO: 2 PROJECT NAME: West 650 Zone Improvements- Reservoir No. 23 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 due to said Change Order. This document will become a supplement of the contract and all provisions will apply hereto. It is understood that this Change Order shall be effective when approved by the City of Bremerton. The parties whose names appear below warrant that they are authorized to enter into a change order that is binding on the parties of this contract. In addition, Contractor warrants that it has or will inform the surety of this change, and shall take appropriate action to modify any bonds required under the contract to address this change. RECOMMENDED~ ~ ,5'/7'/'c~ PROdECT ENGINEER / Date CITYCE'NGI~ISER / Dli=IE-CTOR OF PUBLIC WORKS ' / Date ACCEPTED: N~R ~ 0'-O7"0~. CO Date APPROVED: 'L ~ MAYOR Date Brer~rton Ci~"~ttbt:ney ~3f't~ Ci~'" ' Page 2 of 2 CITY OF BREMERTON WORK CHANGE DIRECTIVE WCD#: 05 Page 1 of ~- PROJECT: West 650 Pressure Zone- Reservoir No. 23 Project #: 461 CONTRACTOR: Morse Construction Group, inc. Date: November 7, 2003 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): Revise the concrete landing, and the fence size and location per the attached excerpt from Drawing No. C4A. ATTACHMENT(S): Excerpt from Drawing No. C4A If a claim is made that the above change(s) have affected Contract Pdce or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Pdce: Method of determining change in Contract Times: [] Unit Price [] Contractor's Records [] Lump Sum [] Engineer's Records [] Time & Materials [] Other: [] Other: Estimated increase (dec~ in Contract Price: Estimated increase (decrease) in Contract Times: $ 1,377.00 Substantial Completion: 0 days; If the change involves an increase, the estimated Ready for final payment: 0 days; amount is not to be exceeded without further If the change involves an increase, the estimated times authorization, are not to be exceeded without fudher authorization. RECOMMENDED: AUTHORIZED: CONTRACTOR CITY OF BREMERTON By: ./~.~7~..~j.~ By:--F~--~ L, I/~.~.~, .oRESERVOIRsou_E blANWAY Q CITY OF BREMERTON WORK CHANGE DIRECTIVE WCD#: 06 Page 1 of 1 PROJECT: West 650 Pressure Zone- Reservoir No. 23 Project #: 461 CONTRACTOR: Morse Construction Group, Inc. Date: October 13, 2003 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): Revise fittings in the Transmission Main in the vicinity of the Check Valve Vault as shown on the attached excerpt from Drawing No. C5, for continuous restraint. ATTACHMENT(S): Excerpt from Drawing No. C5 If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Price: Method of determining change in Contract Times: [] Unit Price [] Contractor's Records [] Lump Sum [] Engineer's Records [] Time & Materials [] Other: [] Other: Estimated increase (dcsrcaso) in Contract Price: Estimated increase (decrease) in Contract Times: $ ,~4¢'"' ~./'~ ~. Oc~":::~''a¢~'''''''" Substantial Completion: TBD days; If the change involves an increase, the estimated Ready for final payment: 0 days; amount is not to be exceeded without further If the change involves an increase, the estimated times authorization, are not to be exceeded without further authorization. RECOMMENDED: AUTHORIZED: CITY OF BREMERT? By: ~O~.... By: I-'"~ *-'- - - ab, FORMS, Work Change Directive, 3-00 I' ~/2',~' ~- Il'. - ~ '~/?'x.7 ~ ^T i: ;. ' 5~"D~A ~T ~ ACCESS ~DER ~ ~s~o~s " " - CI~ OF ' ~ ~ ~ ~ ~ ' DEP~TM~T OF ~T~ ; * ENGINEEF ! CITY OF BREMERTON WORK CHANGE DIRECTIVE WCD#: 07 Page 1 of PROJECT: West 650 Pressure Zone - Reservoir No. 23 Project #: 461 CONTRACTOR: Morse Construction Group, Inc. Date: November 7, 2003 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): Revise site grading, catch basin location, storm drain line location and fence location as shown on the attached excerpt from Drawing No. C1A ATTACHMENT(S): Excerpt from Drawing No. C1A If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Price: Method of determining change in Contract Times: [] Unit Price [] Contractor's Records [] Lump Sum [] Engineer's Records [] Time & Matedals [] Other: [] Other: Estimated increase ~ in Contract Price: Estimated increase (decrease) in Contract Times: $ 2,779.00 Substantial Completion: 0 days; If the change involves an increase, the estimated Ready for final payment: 0 days; amount is not to be exceeded without further If the change involves an increase, the estimated times authorization, are not to be exceeded without further authorization. RECOMMENDED: AUTHORIZED: By: ~ By: -~.,, ....... 1. BASED ON 'Il-IF' QIJAUTY OF EXCAVATED ROg4 AND - CITY OF BREMERTON ~VORK CHANGE DIRECTIVE WCD#: 09 Page 1 of 1 PROJECT: West 650 Pressure Zone- Reservoir No. 23 Project #: 461 CONTRACTOR: Morse Construction Group, Inc. Date: November 12, 2003 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): Attach 30-in length of unistrut horizontally at the top of the interior ladder. Pull excess float switch wire from the ~-in nipple, and tie off to the unistrut so that the float switch actuates on High Level, 6-inches below overflow. Provide sufficient excess float switch wire to allow a minimum of 24-inches of vertical adjustment in either direction. All unistrut and miscellaneous metals to attach the unistrut to be stainless steel. ATTACHMENT(S): None If a claim is made that the above change(s) have affected Contract Pdce or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Pdce: Method of determining change in Contract Times: [] Unit Price [] Contractor's Records [] Lump Sum [] Engineer's Records [] Time & Materials [] Other: [] Other: Eshmated ncrease ~ ........ , in Contract Price: Estimated increase (decrease) in Contract Times: $ 411.00 Substantial Completion: 0 days; If the change involves an increase, the estimated Ready for final payment: 0 days; amount is not to be exceeded without further If the change involves an increase, the estimated times authorization, are not to be exceeded without further authorization. RECOMMENDED: AUTHORIZED: CONTRACTOR CITY OF BREMERTON CITY OF BREMERTON WORK CHANGE DIRECTIVE WCD#: 10 Page 1 of 1 PROJECT: West 650 Pressure Zone - Reservoir No. 23 Project #: 461 CONTRACTOR: Morse Construction Group, Inc. Date: December 17, 2003 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): Install piping intertie between TM and DM at approximate Station 89+00. City will provide materials. ATTACHMENT(S): Connection detail If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions. Method of determining change in Contract Price: Method of determining change in Contract Times: [] Unit Price [] Contractor's Records [] Lump Sum [] Engineer's Records [] Time & Materials [] Other: [] Other: Estimated increase ¢tec. rease) in Contract Price: Estimated increase (decrease) in Contract Times: $ 1000.00 Substantial Completion: days; If the change involves an increase, the estimated Ready for final payment: 0 days; amount is not to be exceeded without further If the change involves an increase, the estimated times authorization, are not to be exceeded without further authorization. RECOMMENDED: AUTHORIZED: ab, FORMS, Work Change Directive, 3-00 CITY OF BREMERTON WORK CHANGE DIRECTIVE WCD#: 11 Page 1 of 1 PROJECT: West 650 Pressure Zone- Reservoir No. 23 Project #: 461 CONTRACTOR: Morse Construction Group, Inc. Date: December 17, 2003 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): Install 8-inches of CSBC (Type G material) along access road. ATTACHMENT(S): If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Spec/ficat/ons, or Article 10 of the General Conditions. Method of determining change in Contract Price: Method of determining change in Contract Times: [] Unit Price [] Contractor's Records [] Lump Sum [] Engineer's Records [] Time & Materials [] Other: [] Other: Estimated increase (docre~cc) in Contract Price: Estimated increase (decrease) in Contract Times: $ 3,000.00 Substantial Completion: days; If the change involves an increase, the estimated Ready for final payment: 0 days; amount is not to be exceeded without further If the change involves an increase, the estimated times authorization, are not to be exceeded without further authorization. RECOMMENDED: AUTHORIZED: BREMERTOI,4-'~ ?/~ONTRACTOR CITY OF By: By: ab, FORMS, Work Change Directive, 3-00 +Press Esc Key to Insert new record, Ctrl-Z to Clear form Press Del Key to Terminate Insert Mode INSERT Contract Maintenance Contract Number 4358 ~Vendor Name MORSE CONSTRUCTION GROUP INC ,Subject W650 PRESSURE ZONE IMPROVEMENTS - RESERVOIR ~23 ,Department ENGINEERING ~Status Code CON Amount $838466.30 Begin Date 06/02/2003 Insurance End Date 12/31/2003 Type Amount Review Date 11/01/2003 Press F1 for GL $2000000.00 valid insuranceAL $2000000.00 + type codes Insurance Total $4000000.00 ~ Insurance Review Date 02/01/2004 Comments City of Bremerton Department of Public Works & Utilities Construction Project No. 461 West 650 Pressure Zone Improvements Reservoir No. 23 March 2003 m 1501 4th Avenue, Suite 1400 Seattle, WA 98101-1616 Telephone: (206) 438-2700 ORIGINAL AGREEMENT THIS AGREEMENT is dated the ¢_,'Z- ~v~ day of ~ ~ in the year 2003 by and between City of Bremerton (hereinafter called CITY) and Morse Construction Group, Inc. (hereinafter called CONTRACTOR). CITY 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 CITY's Contract Documents entitled West 650 Pressure Zone Improvements - Reservoir No. 23. ARTICLE 2. CONTRACT TIMES. The WORK shall be completed, to Substantial Completion on or before November 1, 2003, and to Final Completion on or before December 31, 2003. In addition, the WORK shall be completed in Phases and within the times or by the Dates Certain defined in Section 01313 of the Specifications. Time is of the essence as to each and every deadline set forth in this agreement. This provision has been specifically negotiated. ARTICLE 3. LIQUIDATED DAMAGES. CITY and the CONTRACTOR recognize that time is of the essence of this Agreement and that the CITY will suffer financial loss if the WORK is not completed within the times and Phases specified in Ar[Me 2 herein, plus any extensions thereof allowed in accordance with the General Conditions & Supplementary Conditions. The CITY and the CONTRACTOR also recognize the delays, expense, and difficulties involved in proving in a legal proceeding the actual loss suffered by the CITY if the WORK is not completed on time. Accordingly, instead of requiting any such proof, the CONTRACTOR shall pay the CITY $1,000 as liquidated damages for each day that expires after the dates specified in Article 2 herein for Substantial Completion and Final Completion of the WORK in accordance with the General Conditions and Supplementary Conditions. ARTICLE 4. CONTRACT PRICE. CITY shall pay CONTRACTOR for completion of the WORK in accordance with the Contract Documents in the amount set forth in the Bid Proposal, which shall include sales tax as provided in Section 00100 of the Specifications. ARTICLE 5. PAYMENT PROCEDURES. CONTRACTOR shall submit Applications for Payment in accordance with the General Conditions & Supplementary Conditions. Applications for Payment will be processed by the OWNER as provided therein. Contractor Initials C:\PROJECTS\650\Specifications\R23_Speciflcations (FINAL - CD)\00300-00500-00610-00620_Rev030403,doc AGREEMENT City of Bremerton PAGE 00500-1 Reservoir No, 23 Construction Project No. 461 ARTICLE 6. CONTRACT DOCUMENTS. The Contract Documents which comprise the entire agreement between CITY and CONTRACTOR concerning the WORK consist of this Contract (pages Contract-1 to Contract-3, inclusive) and the following attachments to this Contract: · Notice Inviting Bids, · Bidders Checklist, · Bid Proposal including the Proposal Forms, Information Required of Bidder, Bid Bond, and all required certificates and affidavits, · Performance Bond, · Payment Bond, · General Conditions · Supplementary Conditions · Contract Drawings, · Addenda numbers / to ~-, 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 the General Conditions & Supplementary Conditions.. ARTICLE 7. INDEMNIFICATION. The CONTRACTOR and CITY acknowledge and agree that they have negotiated the following in accordance with the requirements of ROW 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 CITY, ENGINEER, and DESIGN ENGINEER, their consultants, subconsultants, and the officers, directors, employees, and agents of each and any of them, against and from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, all c aims 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 CITY and/or the ENGINEER as further defined in the Contract Documents. The provisions of this section shall survive the termination of the contract. Contractor Initials C:\PROJECTS\650\SpecificatJons\R23_Specifications (F NAL- CD)\00300-00500-00610.00620 Rev030403.doc AGREEMENT City of Bremerton Reservoir No. 23 PAGE 00500-2 Construction Project No 461 ARTICLE 8. ASSIGNMENT Nc 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 but without limitation monies that become due and monies that due not be specifically may are may assigned without such consent (except to the extent that the effect of this restriction may be limited 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 CITY, 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 an assignment for security purposes the CITY 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. CITY and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect of all covenants, agreements and obligations contained in the Contract Documents. IN WITNESS WHEREOF, CITY and CONTRACTOR have caused this Agreement to be exe/cuted the day and year first above written. C~of ~ ~CTOR Morse Coj:~cu ,~ion--~roup, Inc. - K//, ( Z.,/ ',¢ ~J ~ [CORPORATE SF_.~ Address for giving notices Address for giving notices /3ve eW-o , ¢dh q¢357 License No./YIo~.~E:P-_~ Appro.v_ed a~~ ~_T- Agent for service of process: ~ (Si -" '% ~(Title) / ' ' C:~PROJECTS~650~Specifi~tions~R23_Specifications (FINAL - CD)~00300~00500-00610-00620_Rev030403.doc AGREEMENT City of Bremenon PAGE 00500-3 Rese~oir No. 23 Construction Proje~ No 461 AGREEMENT CERTIFICATF (if Corporation) STATEOF g-)(;~l~t.~'~~ ) ) SS: COUNTY Of~:~omls~ ) I HEREBY CERTIFY that a meeting of the Board of Directors office a~corporatio, n existing under the laws of the State of ~ I m ¢4,"~-b ~ , held on %"~¢¢~o~r~y ,~ ,20_~Z.__, the following resolution wa~Mduly passed and adopted: "RESOLVED, that ~----~ ~f ~ o~xc] ~ I , as President of the Corporation, be and is hereby authorized to execute the Agreement dated 20 D_.~ by and between this Corporation and City of Bremerton and that his/her ~xecutior~ thereof, attested by the Secretary of the Corporation, and with the Corporate Seal affixed, shall be the official act and deed of this Corporation." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the corporation this , day of ~ ,20 D~ . /:~.~ Secreta~--ry (SEAL) W:\42600\0302.005\Reservoir 23\00300-00500-00610-00620.doc City of Bremerton AGREEMENT Reservoir No. 23 PAGE 00500-4 Construction Project No. 461