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HomeMy WebLinkAbout26-019.01 Selland Construction, Inc. - South Barker Corridor CIP #351 iokane .000Valley, CHANGE ORDER NO: 1 ENGINEERING DIVISION CONSTRUCTION CONTRACT NO: 26-019.01 PROJECT: SOUTH BARKER CORRIDOR-APPLEWAY TO SPRAGUE CONTRACT DATE: 2/11/2026 PRIME CONTRACTOR: SELLAND CONSTRUCTION, INC. CIP NO: 351 DESCRIPTION OF CHANGES The road, sidewalk and storm improvements have been revised between Sta 37+00 to 39+50 to accommodate a new"T" intersection.The asphalt has been widened slightly for the lengthened southbound merge taper between Sta 40+85 to 43+30. Item No. Description Unit Quantity Unit Price Total 115 ROADWAY EXCAVATION INCL. HAUL C.Y. 280 $19.70 $5,516.00 134 CRUSHED SURFACING TOP COURSE, 12 IN. S.Y. 200 $14.50 $2,900.00 DEPTH 136 HMA CL. 3/8 IN. PG 64H-28, 2 INCH DEPTH S.Y. 200 $11.00 $2,200.00 137 HMA CL. 1/2 IN. PG 64H-28, 4 INCH DEPTH S.Y. 200 $20.00 $4,000.00 170 CEMENT CONC. TRAFFIC CURB AND GUTTER L.F. 20 $25.00 $500.00 180 PLASTIC WIDE LINE L.F. 200 $2.40 $480.00 200 CEMENT CONC. CURB RAMP TYPE EACH 2 $2,050.00 $4,100.00 PERPENDICULAR Total Amount of this Change Order: $19,696.00 VERBAL APPROVAL AND JUSTIFICATION Independent Justification on File Yes Verbal Approval N/A Verbal Approval by N/A PHYSICAL COMPLETION Original Contract Working Days: 50 Revision By This Change Order: 0 Revisions by Prior Change Orders: 0 Total Revised Contract Working Days: 50 • CONTRACT AMOUNT THESE CHANGES RESULT IN THE FOLLOWING ADJUSTMENTS OF TOTAL CONTRACT AMOUNT: ORIGINAL TOTAL CONTRACT AMOUNT $ 1,319,735.00 TOTAL PRIOR CONTRACT CHANGE ORDER AMOUNT(Co#1) $ 0.00 TOTAL CONTRACT AMOUNT PRIOR TO THIS CHANGE ORDER $ 1,319,735.00 NET THIS CHANGE ORDER $ 19,696.00 TOTAL CONTRACT AMOUNT INCLUDING THIS CHANGE ORDER $ 1,339,431.00 COSV Form 9/5/2014 �.} Digitally signed by Curtis Bennett CONTRACTOR ACCEPTANCE: Curtis Bennett Datae2 26.3.19r1 01 3c01n12-0700'N Cu is Be nett DATE: 3/19/2026 The contractor hereby accepts this adjustment under the terms of Section 1-04.4 of the original contract. RECOMMENDED BY: DATE: 3/20/2026 atIC Project Manager RECOMMENDED BY: DATE: 03/25/2026 ngineer Man ger APPROVED BY: DATE: Public Works Director APPROVED BY: Within the Public Work Director's Delegation DATE: City Manager ATTACHMENTS: Distribution: ORIGINAL TO: City of Spokane Valley Clerk's Office COPIES TO: Contractor, PW Project File, Project Inspector, Finance Department COSV Form 9/5/2014 Spokane jValley Change Order No: 1 Construction Contract No: 26-019.01 THE CONTRACT IS MODIFIED AS FOLLOWS: WORK TO INCLUDE Background: A new public road has recently been approved by the City's Development Services that will intersect with Barker Road within the construction limits of the contract. The City desires to construct the intersection portion of the new road under this contract to avoid removing and reconstructing this intersection after the road improvements have been constructed. Additionally,the southbound merge taper has been lengthened from—143 ft to 245ft. Description of Change: The road, sidewalk and storm improvements have been revised between Sta 37+00 to 39+50 to accommodate the new"T"intersection. The asphalt has been widened slightly for the lengthened southbound merge taper between Sta 40+85 to 43+30. Plan sheets have been revised to reflect both changes. All additional and changed work will be completed using existing bid items already incorporated into the project. Specification: There are no changes to the specifications because of this change. Plans: Sheets 2,5, 8,9, 11, 12, 15,20,22,23,28,and 29 are revised. Sheet 15A is added. Time: No additional working days for this change order Measurement: N/A Payment: This change order increases the quantity of existing bid item and will be paid using bid unit prices. Summary of Quantities: Previous New Estimated Bid Item Description Unit Qty Unit Price Amount iik QtY. Qty Change 115 ROADWAY EXCAVATION C.Y. 3,960 4,240 280 $19.70 $5,516.00 INCL.HAUL 134 CRUSHD SURFACING TOP S.Y. 6,000 6,200 200 $14.50 $2,900.00 COURSE,12 IN.DEPTH 136 HMA CL.3/8 IN.PG 64H-28,2 S.Y 5,800 6,000 200 $11.00 $2,200.00 INCH DEPTH sou ydileY Change Order No: 1 Construction Contract No: 26-019.01 137 HMA CL. 1/2 IN.PG 64H-28,4 S.Y. 5,800 6,000 200 $20.00 $4,000.00 INCH DEPTH 170 CEMENT CONC.TRAFFIC L.F. 2,200 2,220 20 $25.00 $500.00 CURB AND GUTTER 180 PLASTIC WIDE LINE L.F. 2,000 2,200 200 $2.40 $480.00 CEMENT CONC.CURB 200 RAMP TYPE EACH 1 3 2 $2,050.00 $4,100.00 PERPENDICULAR TOTAL $19,696.00 I- `, W C V 2 CO 3 _ e a' 4 ; ; U F s o a MO13833S3NIlHOlVW w pW°§+i =R d N u I I/ O 4`.`y�'� co 0 a 1 S Y- —f Z yw�. ww.g I $� °, z li. ..- III 5 > IR !! gggg gli I F& 7 a" W I I I 1 1 e 4 X 5 H y Q < s V1 $ —,/d-- ==.o5. VANMg ,. I § l U y I I puu a / � oLL diI I__-- \ 2 w x R ry g $ ijir' 2 oxk §.WIA o0 my fmW, r2 o Z k3i4 W i m ¢W.. 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DOTTED XETENSION LINE WIDE EDGE LINE LAME UNE hARROWS STOP BAR BICYCLE LANE SYMBOL CROSSWALK 4 ow.haYa DeIDW Call before you dig. �e m 3 Y ^ •I,-. sTA88—Do,III— . _ OC. h' B.S. _y .A1Aa. 5.5O1 1B3� —A90 AT •.wnv 90.TA. D8.00.IIL.' � • 12O . . STA:<S.11DO.5.WT OS 12S 25.0 e. SE 00. 19.5 OAO II 10 eOSTA♦5BA.00, 15.50'R 10 aa� I R1-1 K '11 CITY STD a -NO — n1 `- •� •MBARER U RDOB SERRYIB,OO) MON f p 11 STOP � I s"ND E 1. -�. DELVE ♦ STARSUCKSSRNBWAv .R NEW NOTES TOP OF BEVEL CEMENT 1. CENTER THE FIRST RPM ON MEDIAN CONCRETE AND CENTER OF DRNEWAY THEN TRAFFIC PUCE TW. ON EITHEN SIDE OF THE FIRST RPM AT S.S ON CENTER. 2 LUTON BE SURE TO FACTHEDRWEWAv. DRS TOWARDS PLACERPM 8. THSSETOFRPMMARKERSARE IN ENTER ADDITION TO THE RPLTS REQUIRED MEDIAN PERTHEISLANDDEUNEATORS ONLCNOTEEI AILFVE(S)RPMSB.5' \RPM PLACEMENT DETAIL NOTES KEYNOTES 1. ALL PAVEMENT MARKINGS AND SIGNS SHALL BE INSTALLED BY CONTRACTOR. O WLA SDOTSTDPLNI O-AD.10 T-TURN CENTERLINE(YELLOW), O PLASTIC -TRAFFIC ARROW, TYPE2SL,WSOOTSTDPLANM24A0 2, ALL SIOUING Su BE INSTALLED PRIOR TO OPENING ROAD, 3. WATCH PROPOSED PAVEMENT MARIONG TO EXISTING PAVEMENT MARKINGS AT ONUSTIC LINE-LVIE UNE, WBOOT STD PUN M-N.10 12 PLASTIC - TRAFFIC ARROW, TYPE OSL. —IBTD PLAN M24.40 PROJECT LIMITS. .. STALLED PER SPOKANE VALLEY STANDARD PLAN MD. R1 O PLASTIC WIDE LINE -DOTTED EXTENSION LINE, WSDOT STD PLAN Mm.IO PLASTIC -STOP LINE. 18' WIDE, WSOOT STO PLAN MN,BO ORN1at, ASA PLK:ABLEALL 5. GN BRACKETS STS SHALL CONFORM TO SPOKANE COUNTY STANMRD O8 R STCWroELHIE-EOGELNE.wS TSIGPUNK 10 KY TO UN15.10 O P PLASTIC CROSSWALK UNE- WSDOT S DRAWING A-1W AN.-0A.18B. 5. ALL SigipNS AND OFFSETS ARE TD BARKER ROAD UNLESS OTHERWISE NOTED. PLASTIC TW0.WAY LEFT -TURN TMFFIC ARROWS, WSOOT STO O PLAN O BULLN0 E TUFFp aLAN02A lu WITH ISUuO OEUNFATORS t® T. ALL STATIONS All OFFSETS FOR DOUBLE UNES ARE AT MD-PONT BETWEEN LINES.— EBS OTHERWISE NOTED. M.- O B STILBUL LNCLIALELANES ESYMODLINSOOTIDER SYMB01. NLIG�N9W RAIS 1O0 ED—BMENT.No. FEMI e B.ALL SIGNS DESIGNATION CALLOUTS ARE TO MUTCD DESIGNATIONS UNLESS OTHERWISE NOTED. OB PLASTIC -TRAFFIC ARROW. TYPE IS, WSDOTSTDPLANM2AAD O DELINEATOR ,2-1M' DM HOLE CORE DRILL e• DEEP 19 0. ALL SIG SMALLHAPOST MDUNTED]IN [BOIN. REFLECTNE SHEETING I LL SIG G Spu COLOR. 10. PAVEMENT LARKING DIMENSIONS ARE TO FACE OF CURB. UNLESS OTHERWISE NOTED. MOO PLASTIC -TRAFFIC ARROW, TYPE 2SR. W90UT STO PLAN KN.80 20AD 11, ALL PAVEMENT MARKINGS SHALL RE WMTE. UNLESS OTHERW/SE NOTED. nry a 1 _ _ CITY OF SPOKANE VALLEY COMMUNITY 8 PUBLIC WORKS DEPARTMENT DRAWN BY RPB DESIGNED BY �P�_ 0351 SOUTH BARKER CORRIDOR CHANNELIZATION PLAN ' i■ZaW�1711 10210 EAST SPRAGUE AVENUE STA 42+50 TO END ley SPOKANE VALLEY, WA.99206 CONTRACT SET �+ s 2I22/ZB (5091 720.5000 FEBRUARY 23. 2026 SHEET 29