The URL can be used to link to this page

Home My WebLink AboutCAG-20-065 - Duvall - Change Order 22 "FR Change Order No. 22 Backup Documentation Contract Title: Duvall Avenue NE Contractor: Reed Trucking& Excavating, Inc. Contract No. : CAG-20-065 Federal Aid No. : N/A Attachments: Backup Documentation El Field Directive L Equitable Adjustment Determination °1 Determination of Additional Working Days ® Engineer's Estimate of Change Order Cost ® Engineer's Calculation of Additional Working Days K1- Contractor's Quote ❑ Project Labor List ❑ Contractor's Equipment list including rates per AGC-WSDOT Equipment Agreement ❑ Summary of invoices for rented equipment ❑ Summary of invoices for materials Change Order No. 022 Extra Depth Pavement Pulverization Contract Title: Duvall Avenue NE Contract No. CAG -20-065 Page 1 of 1 Equitable Adjustment Determination - CO No 22 Project Name:Duvall Avenue NE Contractor:Reed Trucking&Excavating Inc. Contract No:CAG 20-065 By: Tani Stafford Construction Manager: Tani Stafford,PE Date:10/21/22 Lump Sum Item Cost New Lump Sum Quantity Item No. Description Change Unit Unit Price Total 22-A114 Additional Depth Asphalt Pulverization in WZD 1 LS $5,050.20 $5,050.20 Lump Sum Item Cost $5,050.20 LUMP SUM CHANGE ORDER COST I $5,050.20 Narrative: The equitable adjustment for this change order is determined to be $5050.20 lump sum. On 10/10/22 a claim was received from the Contractor for $5,656.22 regarding extra work performed by his subcontractor for pulverizing extra depth of pavement in Work Zone D. On 10/11/22 the claim was discussed at the weekly meeting. After the weekly meeting the plans and contract provisions were reviewed and field inspector confirmed additional depth of pavement was pulverized. The City determined that there was indeed extra work but as it was not force account, no markup is warranted on the sub's cost. That lowers the Contractors claim to $5,050.20 On 10/18/22 the proposed adjustment of$5050.20 was relayed to the Contractor at the weekly meeting. The engineer's estimate was prepared for a total of$5,555 based on the unit price bid from Reed Trucking for a 6-inch deep pulverization depth, confirming the Contractor's quote is acceptable. CITY OF RENTON 5 DUVALL AVE NE CAG-20-065 CONSTR GENDA OCTOBER 11, 2022 1. Meeting Attendees Bob Hanson, City of Renton Phil Van Earwage, G&O Flora Lee, City of Renton Tani Stafford, G&O Josef Harnden, City of David Roman-Sanchez, G&O Renton Dustin Wright, Vice Jordan Widener, Widener & President, Reed Trucking & Assoc. Excavating Inc. Tiffani Barquist, Reed Cindy Clark, Parametrix Inc. Trucking & Excavating Inc. Traci Brewer-Rogstad, Michael Ballard, G&O Renton School District Michael Sippo, City of Yong Qui, City of Renton Renton Bryson, TSI Dmitri Suslikov, Parametrix Inc. Ross Widener, Widener & Tom Main, City of Renton relating Assoc. to Water Imp. Ed Thompson, Representing Abdoul Gafour, City of Renton Renton School District Dustin Weller, PSE Eric Cutshall, City of Renton Tanaiya Anderson, Lumen Page 1 of 7 CITY OF RENTON DUVALL AVE NE CAG-20-065 • PSE to install the new pole on east side of roadway so they can finish installing conduit up the new pole. New pole needs to be installed prior to wall installation. • Schedule for splices and wreck-out— • PSE permit c. Lumen • Existing telephone vault to be adjusted to finished grade by Lumen at WZD, Sta 919+40 RT • Existing pedestal at Sta 919+15 RT to be relocated behind new wall 7. RSD Elementary School 16 Coordination — a. Schedule for elevated signal foundation in SW corner of NE 10th St— b. Schedule for 2 conduit crossings at 10th, one halfway across Duvall — prior to paving possible? 8. Engineer's Report a. Street light L18 new location, City confirming the easement b. Storm belly to be repaired between CB 26 and CB 27, two other storm bellies c. Curb & sidewalk at NE corner of 10th, curb at FH and curb at Filterra prior to pave d. Structure Exc CI B— Contractor calc's 175 CY for storm +�•.--cr,4s ures also include excavation e. Pulverization payment limit 9. Inspector's Report MTC -Upcoming testing for Asphalt placement and concrete for Sidewalk/walls 10.Environmental Compliance Report— Page 3 of 7 CITY OF RENTON DUVALL AVE NE CAG-20-065 CO ' - • • AGENDA OCTOBER 18, 2022 1. Meeting Attendees Bob Hanson, City of Renton Phil Van Earwage, G&O Flora Lee, City of Renton Tani Stafford, G&O Josef Harnden, City of David Roman-Sanchez, G&O Renton Dustin Wright, Vice Jordan Widener, Widener & President, Reed Trucking & Assoc. Excavating Inc. Tiffani Barquist, Reed Cindy Clark, Parametrix Inc. Trucking & Excavating Inc. Traci Brewer-Rogstad, Michael Ballard, G&O Renton School District Michael Sippo, City of Yong Qui, City of Renton Renton Bryson, TSI Dmitri Suslikov, Parametrix Inc. Ross Widener, Widener & Assoc. Ed Thompson, Representing Renton School District Dustin Weller, PSE Tanaiya Anderson, Lumen Page 1 of 8 CITY OF RENTON DUVALL AVE NE iR CAG-20-065 • Existing telephone vault to be adjusted to finished grade by Lumen at WZD, Sta 919+40 RT • Existing pedestal at Sta 919+15 RT to be relocated behind new wall 7. RSD Elementary School 16 Coordination — a. Schedule for elevated signal foundation in SW corner of NE 10th St — b. The conduit crossings at 10th across Duvall are complete for paving, are they extended for sidewalk pour? 8. Engineer's Report a. Street light L18 new location sent to Reed. Standard foundation. PMX is revising curb ramp to go with. b. Storm pipe accepted c. Structure Exc CI B— Contractor calc's 175 CY for storm structures, storm structures also include excavation. G&O confi • . d. Pulverization payment limit, extra depth — Phil confirmed extra `''`, depth of HMA was observed. City will pay for the C...___________ subcontractor's direct cost submitted $5050, Change order to follow. 9. Inspector's Report MTC -Upcoming testing for Asphalt placement and concrete for Sidewalk/walls 10.Environmental Compliance Report — 11. Public Outreach — Property owner on NW corner of NE 12th says FH pad is into his property— R/W to be staked by PMX? To confirm 12.Submittals/Documentation a. Review ROM — updated ROM uploaded to CMS Page 4 of 8 Determination of`Huditional Working Days A determination of zero additional working days was made. Engineer's Estimate CO 22 Project Name:Duvall Avenue NE Contractor:Reed Trucking&Excavating Inc. Contract No:CAG 20-065 By: Tani Stafford Date:10/21/22 Lump Sum Item-Sch A Bid Item No. Description Quantity Unit Unit Price Estimated Cost A114 Additional Depth Asphalt Pulverization in WZD 1 LS 1"ADDED DEPTH 4872 sy $0.33 $1,607.76 4"ADDED DEPTH 1846 sy $1.32 $2,436.72 6"ADDED DEPTH 763 sy $1.98 $1,510.74 Estimated Bid Item Cost Sch A $5,555.22 8888eegH8a 9eeaeeBeHxHgBQga He8ag88 Beg888gHeg gaeeBe8e9eaeH96 8 @a 88488 Agee 4g9 Bg@@ @ e p H 4q B 88 @ 8 q @ a ! e OMB! %" !Hi _ g d gl; xlci ;g(I111IIR11=;i':.1i111§i1 ;ll;lis.b£ iP%I1..£tilgi£; 1gg1i1�£;;£F%fii£.A€gg;luiq gii;;1 i e i I H 9 a III 1'' 19i@ gg 319 e 5 §g91111_ B! -ii i-,f Ii_gS£3x3exx@:x^Sta£ -sF -xle,ixi7ix3xy-a»x»=^»a»s- S £ 5 ..xx 3.. 1V� £ 3 IIi 555 :%ixL�z^ix.: SxI6 . ..1«E=SE«..s§__« " �Y£six3a asz«S aFic x=xiz z:L£?: H i s � Y 9/�SxY d � 1 3 a @ae 8A ye8 8 epe Heea g 8 Ra BeA}e@ 99°g@ ee 8g e J 4.8 8 8 g @ 1 p4a Hxcete r MM 'gal££!xg°qlax" x'xggIaag'^°�' @£" �®£ H£ i ,x"�e&Resii§xy.•'=3;3?;1£a. "ze£ ;I�s� Rye;a in I : 0 €�_ s; s y M_" 1 IPIHI e I 88ggg8ggee ag@88ea@g888868g 988@H § 88888g888888g886889�5 ggB@g88ge8geiieH BB H@eggiea ie6 8gg a B nil 6 g e�gB� gggg BS 8 e� �F Y � g8S gg}ggYByg R k CAR ;111;; £g;g1;11;PP1116111P1g1@8£�£ P gg11P111111111IP11I11 iIillillls;;1 ;Ipg@S£ gi11x ;1 Ig3s ££ ae g f x _ £i_ Ax i �, g ( » Y ...x;$ii""" i„ 1$i1 Ix ? as1 =-a=13» 3Px_xt£xx61:„x " 6;x-ix£_ia;.x"-xii??"- { € i : i » :.i 3 £ x HI c 9 g3i" _aS 79s I gggggggg P.P—,Raig Iaaa9x;° °g= 'a�aaIslggegxssggglggii;g®ga;��eaA�Aat;A� ,�aeg_aaaxa® agaaH:IP. jI ? i l$e i § i a 0101. ! i g i I r igisi9 RWI. 3 8g tg9e°a99 BaQa9aeg8yeR49AH B8RyB8%g 8888 8888a gSF@BBBBeeoeAeae Bx8888 b8 gee4a68cB88 H 8 886 8 8 @ p8 A Pi! e @ 8 t ��i a 8� � eqy 888 =iY cR� 3 I;11_�I, 1;,�£@-. MIc3@3`- - y11. g€I I1HI glg--Ilt%5 £i°°ia£'l 8 j3. =g1 HE a g M £ s i _ 1 i i_tIg!- a1,l ? I�£ _� ��-£!i££s;3§=gxis£xxgii-`i :Yd=,as>�_" �ig3*" 'agx�==3»iisaii��:: � � � = 5 �l 1��"? , ii.. i£� ! E S:'a._s.--i�fl 34 i�!£«qs - I;xi33 x-:.»x£x i£ -.��: a. .- 5s .i_± J 8 e BBg tHa 8 q 8H4488 eAo9 ° 8s - 8 Cla.aes.Rx Ht@@H RA; " H 4 HH8 8 @ 8 q I ietellliiB98 x s intWO lt-;sy«i£ iI :1:11:g Y�3yas ill £ §;II4i"IiiIIMAI e"ig:..x;i££61 3aR£1 I Li ! ; ; IO i 11 a 041 e. 3 4I e i ;1,%61 hI.Ix. e 1 8 88 gig §@896 @ ° 9 8 8 BgBgBq 86 BeaB g gxg gaeHB 88 A aa9pBe l a8 8 8e S @gH 8 g$x 8 8 8g •-'!S 1;;H11 £IPIg;49 g4?Pia1% I .a ;IIa£1Hi I� 1�01;g�x I;II I g£ tag-9 g;g.gi£I-lll i H A i;£ 1 I 1 SI ig)(i;l! 1, i i 1 HI S 1 g;sIH1 ; aid 1'1 i51i I £i i£i -^ " z - - -S x» Y33 xQx xx xsYa.sr�§ 3„. C- S-' x^;,,; x-i £ ^'. g' i u . @ aeeeBaeeBeee ge g gg g.@� � t 9 B #. � „i I 1 g}IgllsgggPIMV:ixgz '"S-' ... aalHMiltl§al l e11°:Iii.grgl£Ig111 R[aSega°$9l I F NA! i i Ili I II;x I Ii I g iliei "x;: `s =«;s„„ ..S 3=„ „ -_^x: x ..-. "9.„x3`-„ -£^„ cc i - �»»i - ^ B Bggeee@88gq gqHBg He.998aeeeeHe@ea H 8 888888@BHHg ea a BeeAA.4pB4 � 8 R a8a9 8 9 e ! N H (Ill g8 III gg qg 3 pg %' !gg g ;;;Ia1111;14;g1i F@R1Wil e££191p iii. - N}g_:ay311}i3£regygigac I ..i£H£ 3 1iii iifi g%gl., I I i Pi i l�;Il.P I 1 I 1�iy, $IF851Y1 .. ii.i @"§ xxi ° S -£ BB A £ :. ixYY " ix 3 i i "= " Y 1A 3 .: x = � _ I�{{ 3 ttix £ I3 Ix�'3 sii £ xx"i IS# i... � 3'Y �Y s a e a see lee�ae@a g eat a ae a e a t gqea I e Q e @B 11s;111 1 SgY. HI exg INV Ill Bib -lgiiii iii= Ix/.SlSaIl li g grniR.Y.sA. f@,g ? i E " "x H % 8 gg„ i I @I 1 'yL e I .YI I � £ IS « � £ g i d° � d 2Ix 9i I ; a� s �a- a»d's #�: 1 ,� ,;,� x xF J @ a @8 8 a 88 8@ B 8Hg yI MOM @ g H 8 8 a"45 5 i 1 i g IH11 g;1111g111/1;lggifl£lHi i i£ifli;l£ . ;31£H;Ii £�(g1 _ill 1ai alas 1'1£il £Ili; S£11 $ ;¢ 6i Mill) 1 a�I§1 O � I x 11 Ili I 1 AIIgi411 H3ia e11 1 3II i £q 3 1 «1 x x x-xxx". axsl - A x e : x«xE"-gxz:.xdx§I x i_«i._?i1 1 £ g 3.x I x -ix„ - = £ ""- 777 G< I 8 8sagey 9 46@Bg@ §g ggeHea @ae 8@ygg-Hg@ e B H8 89 8 p @R9gg i s 1t/f$EIIg4%i5Y£4yigI _1..1.13i 7$ yii®1i.. 8-cgliiiiii,gifs.sixl-£i 31E-"%xtx?£ i�ISIxaY-"i9:IHl i Q g II. 3 I £3'x§A(9i i I.Si i 1 iiii 11nlill ga g @8888g @B®BBHB gag g e gqea gqa§§ a§ qe q§ggH888z898e ee g 8qx eq y@984 ®I% Bae ig i e g H8@H Be H I g g�p§ H B 9 V 9a 8 °1 9 q @ 8 @4a g ji i £ a 111®aSggoi�8i£ii?a1i �i"S;Y?ai1§ia}Si1i�@5iI %ya @SgfaPM iggil MI ?3f�1d11 MI U 1„S�£ I �g 1;�i 13 S Ii Ae Mii 3 1 3 1 I ill I I I@£Ix�k-IA 4�i ��1I " S _ i- ^„ 3 ^si l=x. „ I a.,x-^l�s - @ 113 A x t S� .„l y_ b I @ a 8 ,�gatg§ " q ;""'ea ee 8 F 8 l' g BBa i H g a i g t g e z 8 } §ie@ 1 [1 i£l IlIIA;�R�?gga8" .::£ixa iig ""_ i i3"§_ "axaly ::lir5.101 xl gl .1i: - Ill I 1 1 Pi 3 a 1 i a I l�Iis' : a.I 1 I l °£ .a:4 ixx: x x§ x 3 _I.g "„a1�i §"3 g 11_g_ i „ 1 x e eg eeeaeH @gigsga e@@eaeepee g @eaeeeeeeaae ggaega see@ea ee eeeeH R ae aeeag g £ g I ill sae e e III I eHgs ae gel as Qi gg j 9923 gie§ez11£zlig�gzgil,89P1illvllgg£doa 'e �1 i i zgil;ilia;/�1e;�llzigxxi�l {?1ig%y lilI,i11g61xP11n I Hi' ! £l d9 NMI 3 @ I S 55 I iGf;i.};FS-.Iiii a°3 113i 888 9 8$$ t q q gg 55 g6ez 9g @ g 8 1 g e O q "� U i 1 lilli;l£ggil£ i illt.Pi""""."S "R iliiiiii ;&$gg1£1111111";l 1 Ixgi1£S"„S1PMS£ 11i1 i ngg 'li 11 ®lit i1 3 I Z 11�,�sad d a i 1 i 5 i illrnal N C3 8g88888 8 8 @988.8@ g 8g8 g 8 a 8 g8g88 He%aH @8 8888g88 Bgea Bae 8 q 9 a8 °i ig g j a q 8 8 9l NIMBI l81 7 a g iiglli 1iiilPliggil.l Mi i1i rni@@.z°glls i§g i 1 i� Fag;1i Illilt i s1� 1g1 iniill011l ! I ®i 1 3 1?:$ A@61 F 4 11 I Iii iiii I x 1 i i § x " 53 § " I ^ °'£ £ 3.i ga i »i i iiii £ § " s I "JJ I. E — p 1 8 6 g igg @1 g 8 88 B 9a q 68 8 8Ha 8 a g z 8 gg8 gg®8 "g g q a@ @ @ z 8 Oil 8 8 8 " If �gg t{tg w O. 1 $ lI..1 gi ix@ 1..«g£ ££S £ --aa.:. ..i." — 21l s 1x7— IIIgs 1 _i_ldg-£ 1;x1 11. lil i ! ° g g lox'1 l 1 A ! iii s l^££�g lx�lS lill iv 1 Jf}/I g v 1 •----Si g£.1„. .Ive1££119..ia§:%---s•_`i-.£axq_.._,"e._.Yi1--§•£1-S£ §S?§'---•-§- - §£=54..3 -- f` 1 - -4g . . I f= — �---- ^ -- I i t 1--I§'----•t-f@"I 1 I 1 ii�f 1 Yi--- di,-:..- a:-:I:fliyl:,e-s--illiiii91`.1a----1.s-a--_..-..11-g:fg---,-$--91i3g$ . 1 . ,e1 _ - - 4 l; $iiii i 9- § I 1 l--°i$1i,,--, _ll'lSlS____._l'!'ll1i334llllllll4lllSlSl343l113S4311131111111144311111i11341711".''44444444443!!3 1, ii! 777 3 3 I. 77 X1777 - i- i°i'' --"t- d t1§ i ° i Pi 6 i I s - l i 9 1g s °3 i i I N R g 1 d i i1 $I 3 i gas ' ipi1i i f i,eaef ggg gy d & 2 1 - i of 6 B i 6 i Id di VI d @ i ;I, ' '1"; 9 1 g y I fi ' t a I5 €ada¢EI it 3as9 it ii • I kk=31 '' i l g 1fl$31i d a;1 lili'ffd' 1 ? P 1 i i 'Et' iii7 i @ }3 04411-PeltI i e,i `s -. €.,131 i tt[ �� ;ill i 111 -1 i f° fE � i 1 a gg1 pp 8 11 � g � l 1. ;f eE 1 ! of a 1 i f;i16p-d If €"e § i` f §f Iid 9 i g giiil 9 i s a -Al 2 i4 i_ii LII 5 I ii�tp � lliil !F r� i � �? 6 I. $� aEa&66tii 1 ;Is?Ie €1 yif 13 7 t ,il3f,1 gl 2ii°l ,v Hiabbd§- gi1 sg ? j$$ i 3g ' e§iI3a3B1 -iiii- ' a'� ; I!$ Iii'iyf )ii 15 i isll! 11 + i; "s 49fPf55651fi . —$$ p7► d a o ® E4:::avaaaa3??333333553353i3553333311°3i3£9 i3 i13?I!?£39s3i3?£ie6Y3i33?3333y5*5 S59 ii93933139i?3£il9i p f4., ==-Xi - i %£ di x3i32 = 39 5 .li ce ecc ces-c 323 R CO CO Contractor's Quote REED' Change Order Proposal #32 2207 Inter Aye.,Ste.A Puyallup,WA 98372 TRUCKING&EXCAVATING Office:(253)841-4837 �...w... o.n c...rK«....<.wog Fax:(253)841-4816 GC/Owner: City of Renton JSS U: 32 Reed Job No: 156 Project: Duvall Ave NE Date: 10/10/2022 Description: Extra Depth Asphalt Milling Subcontractor: Ground Up Labor Costs Regular Overtime Amount Craft Employee Name Hours Rate Hrs Rate* Regular Overtime $ $ - $ - $ $ $ - $ $ - $ $ - $ - $ - $ - $ - $ $ $ - $ - $ - $ *Including Fringe Benef Labor Subtotal $ - $ - Labor Total $ - Equipment Costs Equip. Regular Standby Amount U Equipment Hrs Rate Hrs Rate* Regular Standby $ $ - $ - $ _ $ $ - $ $ $ - $ - $ - $ - $ - $ - $ - $ - $ - _ $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Equipment Subtotals $ - $ - Equipment Total $0.00 Material Costs Supplier Material Invoice(s) Quantity Price Amount $0.00 $0.00 $0.00 $0.00 Materials Total $0.00 Subcontractor Costs Subcontractor Scope Invoice(s) Quantity Price Amount Ground UP 7 Inches extra depth(August 30th) 3276 $0.30 $982.80 10 Inches extra depth(August 30th) 1846 $1.20 $2,215.20 7 Inches extra depth(August 31st) 1596 $0.30 $478.80 12 Inches extra depth(August 31st) 763 $1.80 $1,373.40 REED c ry Subcontractor Total $5,050.20 Cost Summary TRUCKING&EXCAVATING Total Labor $ - 31% Labor Mark-up $ - Total Equipment $0.00 Date: 21% Equipment Mark-up $0.00 Total Materials $0.00 21% Material Mark-up $0.00 Contractor Foreman /Superintendent Total Subcontractors $5,050.20 12% Sub Markup up to$25K Q606.02 10% Sub Markup$25K-$100K -'7 $e. Date: 7% Sub Mark-up Over$100K $0.00 Grand Total $ 5,65G.22 Pay Estima ate _ Engineer Bid It umber Contractor markup not allowed, not FA WWashington State AF Department of Transportation Change Order Contract Number Contract Title Federal Aid Number Duvall Avenue NE Change Order Number Change Description Date GU001 Extra Depth Asphalt Milling 10/7/2022 Prime Contractor/Design-Builder Reed Trucking and Excavating ❑Ordered by Engineer under the terms of Section 1-04.4 of the Standard Specifications (1 Change proposed by Contractor/Design-Builder Change Description The Specification Stated in 4-01.3 that the existing asphalt was 4.75 to 6 inches but is typically 5 inches. Thickness in excess of 12 inches were encountered in the areas of removal. Our quote for Item A34 Pulverization 0-6 inches is .95 per square yard with a provision of.30 per inch per square yard for additional depth. Below is a list of the square yardages and the additional charges. 30 August, 2022 3,276 square yards at 7 inches=$.30 totaling$982.80 30 August, 2022 1,846 square yards at 10 inches=$1.20 totaling$2,215.20 31 August, 2022 1,596 square yards at 7 inches=$.30 totaling$478.80 31 August, 2022 763 square yards at 12 inches=$1.80 totaling $1,373.40 Verbal Approval Given By Verbal Approval Date Working Days+/- Original Contract Amount Current Contract Amount Est.Net Change This C.O. Est.Contract Amount Approval Recommended Approved Approved Project Engineer Approving Authority per C.A.Agreement Date Date Approval Recommended Other Approval As Required By Prime Contractor Signature Date Date Representing WSDOT Form 140-005 Page 1 Revised 04/2015 • - ' ROAD 3p GR . HD IUP ROAD [CONSTRU TION ' a°� ; .i� " DESTRUeDON - - � OESTRUCTIQN/ d.:. '`�'` DEAD /+ WORK .COM=PLETED . =.. ..1 • ,' ' .C_ontractOt NaMe• .. ._. __ Date:;_' _.� ''k _ _ - 1- Project:Naine:;_.r,- - ,:r - .- - -:_.- _- _ `` -_,Ground Up JJob,,# .. -_ _._. __ Project A ldress:._. ;,�;��, �1' . Cont actor•Job;#s: _ _ Description of„ orkl.,Quantities: ,t Mobilization: 6i5^C AA,r • . . Cm., toildli Ccirx t_A-4-e-•-c-,, - i 4p/4-i oor 7e, I` 1.9.4 irds. _ cl ti II t1 cl ,t i dleili, cf.1Di S is-- " — -- -. __ ..------- —' ----' _ ~=_ L- ,_ —_ - " .-,,'- ._ �_— __-- __ _i= _.-. _- Equipment. • -_ '' . Start End' ,` . ,Office. >•.:. r- EmployeeName Employee Name': . - -e_.Qnsite_. :Time Time .;'Only ;' '.Machine: � '(r/, ` .4 ; `6 L _ Machinee - - ---- ,> ,= _. i Tr _ .i.t t - ' . . •, _ _ �.�• _ �,. ._ •7 . ' ;Sweeper: • ' _= _ _ ... =a..:;„ : _ R - • Truck .. .., . :. a Truck: . ,. Other:_ _ . , _ ,. _ " , Contractor Foreman Name: - - Inspector Name: : `Change'Order or': : . _ IricidentReport .' • Phone Phone • :. p YES : NO I Email ,�� - ' ' • :_,v Email Tools: ._ 41,r Cieup,,, Blocks:=• V` ,-' Fuel. ; f Subcontractors' ` • ' __-Ssubcontractor:•Name" _ • . , ' :Start '` - '. Office - :Time',:• - - , Time' - Only: Sweeping Ticket# Qty Ticket.#-.. Qty NOTES: , • _ Ground Up /r Contractor _ ° Sigtrature; - 1r Signature` , c it;e ,i,// Date. w'G and Up R ad u o . -•_. c.I PO:•x,1599,Milton WA 98354.1690(O:253.891.1413 F:253.891.1425(Rebsite:www•gmdup.com i • ' Original,and Yellow-Ground Up. Pink Copy_=Contractor , - , r - _ 1'. . ' -_,... _., -_.L,-_.. ., :•-,,.L,, L c+sL_ ,. • .C_.-. ._ , -. .-•--- - . .- a •ter__ __i`L . _ , ',,,f.,•.••••,', --,"i',f. . . .:, P4 iii--,'-'41 •,i,-.-`4".....4''• ••••* . ,,,P'N ••:•,. ::'*' ' 'GRINO UP ROAD"CONSTRUCTION t WenttOMPLEis- T 4 --,177-,----J-;, --- r , _,J., ....,,..p.. t..,....,4±.:-,•=. . /* '''' - --I1• • - ED .:„.,.„.. • _ .,.. , • . .. . .. _ . Cetiteltad-tbri-N-a. .ti.e Date 3 1 1: , RortNik _ GroundUpJob# ,_. . . .._ , L - Project Address. t)Uk/LAILt ....i.,,__ , .__, ,-, • A, _-_ ._ _ Contractor Job#:__,- . i.' ' •-• Description Of Work/Quantities • ' - , __.,.:E, :::,,,..:._:.;„- , - ,,... :;.,: MobiliztiOrl:, - ...__ , 1 F-- ., •-•. , . ,:., , _ , ,. ,, _ • — •.,-. ,-.7., , ',•_=2;7---'•r-;•'...•• ':,, ---. II' ' -Ii:-.7)-ii:.r.:.t.f.2;., •±7 0 - ..-0,106.116, y,--.,:.:,,.•...:, •,,,,,-,:_: ,.. •,•,2,• , • _ . ''''"•-.-'.,-;;,. - ; . '.,•;,- . :',le .--- ;...=-. . A:.--f- .-1,—.-!,--:!.`;'-,•-! 1 Li ---- -..... , !.:•••:: •-•. -.... • ''..,'. '- ' '••' ',••••. -, '•••-' '-':''--••'••••,-; ''••••''••• 1'. „'' '''..f.i•• •, 7.:•1•••• •.: ":3 .--, -••• `.f'''•'''7.' -...',-::;•;C:,..itr.'7'...',1.' l'. r__., :-, .:-. ; —1 ..,. .L1..:.,,, ..,;.;:.:.,.! ..,,,,;...L.:- _,,,:,.,......;/.-.:. ......:‘, ', ;„.?..;--..t.V ‘:•:;•'-.4•••.4ei•••4 .;7.;:,--. !... , ___ _ .._..... . .... _. .., _ , ••• . . ., . - - r" -: ' ,.''‘,.', '-',--.7':.74:7177%.:. ...=.;:--...T.---:--7--''7,,:-.Z''-'4 ,•77..,.:17,17%.-.-' '--._ . . ., ....'''' ' 7'...''f'::.r. Z ;,'..-11 ,'' ':.% ,'..,LI!. '':, ‘,....,<.:. .*..'..i... , •' . i . • _ -- -- . --' --t.7•.'--.• -—•---: 7-- - -.. .. , . ., . -: •. . :,A 1• . P . VI.-:4';',;'. . : '',.. '''.I'.'1;:1; '." :4-.7 •:.. : -.'' '' '.-..-. ''''-.- _,.., ., ' 2'''....''''T.,"`44..,...,..........,t.v.F..;•,-,. I,'• :I.... .'.4.,:..,,,,,: ,5{:',...7,1".' l...."•: . .„, . e `; ' ' -• Equipment!'-r:-q,. , •-• ......-_,.._ ..- '•..-'''' , ,,,'...-— -, " ' .,. ,;tt,.; ••-••. t., •. ... ,. btan.....7.;..;I-,:g*.':t na.::• • ,Office. . . 4,,.-7::-7 t'. ; • - ;,-.1----;,I., ;.;„''' i'-".‘-'; '''r"CrTIPIOYee';N:anle' ' •Ele'Narne.:-.-:7,---, ; • ;',-.,;--.:-...--;•=::-.,..,,,,,'; -.:;.;,•,4,7r-i ,r,:.,:f..--.--.,-,••-,;-- -.-..-:-.f..L.,:- '• , :• -,'•-•"'-•• '.-,;.-•', .On'site;-,'L ' .,,s--• -7- , .-,-.----,---- . _ . . - ,-,,-,--- -- , - Tillie- . •-',.---,- Time:- - ;$1idliine-°:- ' '74 ' A'S ' - '.. Al."3.......-"... '''.. . -., gi . .. ,-..., ' . '.76....".."•7.-.17.:;:- ; . -;r..e.: ...,1;„.f,-..t %. • , .-',. ' "". ::,- . .;:":. , ,- ...•, ,_ '.,...:= : ',4'''t, 52'11,;-,...,17;:;',l'''.;,;.-,ii-g.'vuel'CL4-73C1,1-_,,,...,-f.:. .'.:..-;...'.- ----- - -47:-- -'-- -'_2:,,-:-,--,.'f.-..- -'..-.'"--' ' - :'',"'S.''''•• "' •:,--,5k,;-rcii.r.151' .,. tog5A,-,:, , . :L •• . •iji . , . Machtn,e- -,, . : •,, - --,. . , ,.. — ' . '. • •0123 4-' '''',#1-0,1.,- ; • - i - .,,I, •L. , ,,,-,.; ;,,. , -.,....,.- .--;=•'•''."F• ;.,,,•-•,6•••• eepeT..z-,•4.• _,,..,,-' .. S ."•.:•'-, ;.-.1.'; tr,'':Al;,••'••'•x-".._,......,-•,•':'•-•‘ - ••• - • .' ••.•".•-1,':••-, iolw ;•.-_•,_ _ .--:-.=:,, 5,n•••.-..,.;-•••F.i:7:-,,,, ,!- r.'-'' • .../-, . . •; ' . . - - • -..,, ,•' ''''::- :, -4.‘,.c-:-: rlat: ; 4 . - - - e• ,., .;.:11-1V;Z, ',Titib.k:'.--'1,, -'..--.'.:: .. : ..-;-::.---',.',-i ..-4-.1....%.&.:-: f17 ."-, ' .- .7,'...,....'7"'''''., .::"'q'-.',`.-' 5'"'.,:', i• : . • ' 'i't7-: ..• . ••-'','-.?,..`',•- 'I r', -' ';-- 7?-.-'1:-.5':::',..17&:7-;;'-'1.;;:Y.'';' '. - •. .-7:',' : . ;'--.:%;;:' 7'... ;','..--;'. ,• -.- -r;.- : .'- -. . • , .• . • .• ' - ....-= .•-;,_--,r • '' ':',"-'-- .:'.,-. .,7 ,,,.''-i>'-""• . '.1 , '--,':. -:i: .....if-,:r.I1?;. ..-- , .. - ...'"'•': l'. " -1.VUP"—'—'_ :-::''''.',;Y...,..,.'1'. ..1--?'". .,..:.:. ..' ', • _"_ i•t'-`t.?,::':.,i,?...'..,.:.,..o" *:- ' ?, 1--'-' ;'; -..t,-, x'a • r,4;:1''.';'';'} 177;• ,:, , ,_ . ,, .. . • - . Other -. rc,-`0:',.,--41,+ri". . .._ .-!......-,L---f•w•,•;r•-:,-',•,A.: :r.e,,:', _ : _ - -,.,,_,..? ,..:..,...".1:;;'',:-..;7„..4:. . .,-•-•, :-.. ,-- - '. - _ .:' •, ' : I • - L ContraCtor,P6remaniNime:- - , .. litiffeetoe-.N-a-m---e-;-''-'- ---j.'--- •-•-.:-- " - -Chang*Order or ---..:•.....;....f.,t,,,,?4,.../r91 .:"..7-1;•:. „ , „ . . ‘. • — Incident Report .• ._., ,... ,7-,,L.-.°,PL.:72.7f.'Vt4tr,;;;•-"...: 77.• ., , 't .. „ -..,-,, f,T4f,':',' = - , • • • ., • . , • 1.0Prle:: . •, - • --- YES 0 NO 0 EmilF.,.! • ''. • . Email ' . ... TOtv.',; .• • - • .' -,. Blocks: ' ',-,' - •'-• Fuel:: - , - _„-,. • _ _ ,,..- , ,-. - :.-.,,,,d-r...-T-.--- • . . ., -s to Subcontractor ntStart End Office Subcontractors - Name , • - ,_,-_,..-,,,,, • _- . _ - Time Time: Only. ,.-L.--,;: :-.7-:-..- _ _ - •-•.:7-,-.---.,,SWeOPing • - - _ ._,I..,--- ' -•-•-i. -- Ticket# . Qty ;:\ Ticket# .0, QtyS. ,. NOTES: --,-.T-•= ...Y.- = -- --- - . `" , • •- • 1 • ' . . ..- - • • .. _ _ . „ . .... ___,-... • - , . • - , ,.. • • •- ,•'-'.,.. - ' ' :•7:. _ _ • - - - - ' -- - - . .,..,. . . ., :'•_. ..', '.__ _:7; ;.-,.....III, .— "L--...,::.;.,-::,..-..'j.2.z - --,. ' _ „-- _ . Ground Up : -- - . Contractor . :: 7 --:-; ,, , ,. _. .. ..?. '3/-Z0-;;-.' Signature; . , -.:i,' ;' -. .--.' Signature .-./... ' ' ' : .' Dati'.. ' ... ;-ground Vp*Roaddensteuction;loo;.f..#0-1,§(*).40'-MiliOlf WA-91137.54.1.00-01.0; 1:1413 0;?..:9191.i47;..5 I Nieb.%te:WWW.gm du p corn. • • Original andYeltowOrOilild Up'.;:" .7, f•• --• •••• Pink Copy-Contractor . • .. • -I. • V" '7' •• ' • ,. _-_,.,.,__-_,-., _:_:_.2,1'":"v: . • .‘•-:-.. •.... a, ,•-,-" '"•-:.. z...„_..:-_ ,....;:.•,-• • ..-_:._, • ......,... ..., -• • ,-. - - , DocuSign Envelope ID:4AB5D907-1CDE-4899-F 157C1EF7981B CAG-20-065,CO#22-22 L\S Y °is + + .o N T°� Change Order No. 22 Contract Title: Duvall Avenue NE Contractor: Reed Trucking and Excavating, Inc. Contract No. : CAG 20-065 Federal Aid No. : N/A ® Ordered by Engineer ❑ Force Account ❑ Proposed by the Contractor(VECP) ❑ Bid Item ❑ Unilateral E1 Lump Sum Amount Working Days Original Contract: $5,218,171.95 260 Current Contract: $5,390,261.55 262 Estimated Net Change This Order: +$5,050.20 0 New Contract: $5,395,311.75 262 Prepared By: Issue By: 11-7-22 ; 4,..,,,,_ , _/,7e� R sident nginee Date Engine r (City of Renton Transportation Dat Design Manager) Reviewed By: Consent By: C-1/�``, C------ ._ 11/23/22 Engineer of Record Date Surety(Grea n 25%cost and/or 20% Date ti rease) Reviewed By: Endorsed By:rs 12/4/2022 ‘ > -) — 1/— ,?-0419J Renton Project Manager Date Contractor Date Reviewed By: rDocuSigned by Approved by Cheryl Beyer via 12/2/2022 email Martin Pastucha 12/23/2022 1 1:37 PM PST --8B8131FD9813449D.. —--- City Attorney Date City of Renton Public Works Date Administrator/ Mayor Change Order No. 22 Contract Title: Duvall Ave NE Contract No. CAG 20-065 Page 1 of 3 DocuSign Envelope ID:4AB5D907-1 CDE-4899-/ 457C1 EF7981 B THE CONTRACT IS MODIFIED AS FOLLOWS: Description of Change: Per a review of the Contractor's claim at the weekly construction meeting held on 10- 11-22 regarding changed site conditions, the Contractor is directed to do the following changed work: In work zone D, pulverize the existing asphaltic pavement mat as required below a depth of 6-inches in order to pulverize the full depth,as required in Special Provision 4- 01.3. Extra Depth beyond 6-inches were measured as follows: 1-inches extra depth—3276 SY on 8/30/22 4-inches extra depth—1846 SY on 8/30/22 1-inches extra depth—1596 SY on 8/31/22 6-inches extra depth—763 SY on 8/30/22 The following Special Provisions are added: 4-01.4 Measurement (*****) This section is supplemented with the following: There will be no specific unit of measure for the lump sum item "Additional Depth Asphalt Pulverization in WZD". 4-01.5 Payment (*****) This section is supplemented with the following: "Additional Depth Asphalt Pulverization in WZD", per lump sum. The lump sum contract price for "Additional Depth Asphalt Pulverization in WZD" shall be full pay for all work required for the following: Pulverizing, windrowing, relaying, adding water, shaping, compacting, hauling and disposal of excess pulverized material for the additional depth of pulverization, Change Order No. 22 Contract Title: Duvall Ave NE Contract No. CAG 20-065 Page 2 of 3 e• Docu Sig n Envelope ID:4AB5D907-1CDE-48994 _!•57C1EF7951B exceeding 6 inches in Work,Zone D,as required to achieve full pulverization of the of the existing asphalt mat. The quantity for a new Lump Sum Item 22-A114 Additional Depth Asphalt POlverization in WZD is 1 LS @$5,05010=$5,050.20 Reason:for Change: The existing pavement mat in Work Zone D.WaS,deeper than 6-inches in several areas. TheContract Provisions state that the existing pavement depth varies between 4.75 inches to 6 inches.The Centred requires the Contractor to pplVerite the full depth of the pavement,so additional work was required. Affects DBE Work: D Yes L3 No No changes to OBE work. Materials: No changes. Plans: No changes. Equitable Adjustment: This Change Order does include an equitable adjustMehtperSection 1-09.4 of the 2021 WSDOVAPWA Standard Specifications, The equitable adjustment for a new LiiinoSt.irn Item 22-A114 Atiditiorial Depth Asphalt Rilverizetion in WZD i$1 LS @$5,050:20 Extension of Time: The Time for Completion is extended qWorking Days. Sections 1-04.4 and 1-04.5 of the 2021 WSDOT/APWA Standard SpecifiCatiOrts Shall&verb this Change Order.The Work of the referenced Contract is modified to include the changes detailed herein:The payment provided for herein shall constitute the complete and final settlement for all costs Of labor,equipment,materials,overhead,profit,permit fees,and all other claims that may be made by the Contractor as a result of this change. To be attached to Change Order: PlanS Change Order No: 22 Contract Title! Duvall Ave NE Contract.No. CAG 20-065 Page 3 of 3, r