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HomeMy WebLinkAboutRESOLUTION NO. 2022-34;-� RESOLUTION NO. 2022-34 RESOLUTION TO APPROVE CHANGE ORDER NO. 3 FROM SCHRADER EXCAVATING & GRADING CO. FOR THE 2021 SANITARY SEWER & WATER MAIN EXTENSIONS PROJECT WHEREAS, the City Council of Fairfax, Iowa has contracted with Schrader Excavating & Gi•ading Co. for the 2021 Sanitary Sewer & Water Main Extensions project; and WHEREAS, Hall & Hall Engineers has recommended approval of Change Order No. 3 as described below. Seal coat pavement repair with asphalt on Fairfax Rd., E. Southview Rd., & Williams Blvd. t3riginai GontractAmount: v "1,�32�'�,203.i��> �.�i. � 1 �Previc�i�aly A{�F�rf�ve�i� i�7,GQU.Oi� �:'_'�. #� (;Previe,��sly A�pi�a�,�edj ��.���2.�>� C.C7_ #3 ____ �"i0.��:i.S?� Reviset� �oniract Amount: $'1,&4�),4t;�_ ,� NOW, THEREFORE, SE IT RESOLVED, by the City Council of the City of Fairfax, Iowa, to approve Change Order No. 3 from Schrader Excavating & Grading Co. for an additional $10,783.39 inaking the contract ainount $1,849,469.54. BE IT FURTHER RESOLVED, by the Fairfax City Council of the City of Fairfax, Iowa, that the Mayor and City Clerk/Treasurer are hereby authorized and directed to execLlte said resolution. Passed and appY-oved this 12t�' day of April, 2022. AYES: Nurre, Daly, Pacha, Volk, and Wainwright NAYS: None ATTEST: /� , �� ) . � j� r L. Cy� � thia Stimson, City Clerk/Treasurer r� /,! � / � ,� �.-�=l_%�.,�,. Burnell G. Frieden, Mayor �������, ,,,,s. `� , . 3�' t .. 3 �1 .�4.�, �. , , i�C x ♦ v F'b� c' HALL & HALL ENGINEERS, INC. PROJECT: DATE: CONTRACTOR: ORIGINAL CONTRACT AMOUNT: CONTRACT COMPLETION DATE: CHANGE ORDER NO. 3 2021 Sanitary Sewer & Water Main Extensions March 4, 2022 Schrader Excavating & Grading Co. $ 1,829,203.65 April 29, 2022 ITEM #1: Seal coat pavement repair with asphalt on Fairfax Rd., E. Southview Rd., & Williams Blvd. The existing seal coat pavement on Fairfax Rd., E. Southview Rd., and Williams Blvd contained damage as a result of construction activity. Some damage was classified as avoidable (gouges in the seal coat where materials and equipment were drug across or dropped on surface, rips in the seal coat from equipment turning too sharply, etc.), while other damage was classified as unavoidable due to the existing seal coat not being strong enough to withstand normal construction operations and equipment traffic (rutting, cracking, and spalling from driving dump trucks, loaders, etc. on the seal coat). The contractor is requesting payment for the repairs made to the unavoidable damage areas. The repairs were completed in November of 2021. Refer to attached ITC #3 for detailed descriptions of the additional work. The attached Change Order Request submitted by the Contractor provides the price increase for completing the additional work. The total Change Order 3 amount is $10,783.39. There will be no additional working days granted for these work changes. Original Contract Amount: $ 1,829,203.65 C.O. #1 (Previously Approved) $7,000.00 C.O. #2 (Previously Approved) $2,482.50 C O #3 $10 783.39 Revised Contract Amount: Hall & Hall Engineers, Inc. By: ���:/ i�-�f,�,,__ i Title: Project Enqineer Date: 3/4/22 $1,849,469.54 City of Fairfax, lowa B ��` '� e Title: / d/�, ,r Date: �'"/�...� � 2--. CNIL ENGINEERING ' I_AND SURVEYING " LAND DEVELOPMENT PLANNING ' LANDSCAPE ARCHITECTURE 1860 Boyson Road * Hiawaiha, IA 52233 " Ph: 319.362.9548 ' FAX: 319.362.7595 Fairfax Sanitary Sewer & Water MaYn Extensions uote To: Phone: I'ax: email Date ofBid: Date of Plans: Revision Date: Addencia: FairTax Sa��itary & Water 11/4/21 ITTM DESCRIPI'ION QUANTITY UNIT UNIT PRiCE AMOUNT 10 3" HMA Overlay, l�Iilliaros Blvd 6UA0 TN 135.00 �,100.00 20 Sa��thview & raii•fax FZoad HIvIA Sui•face Patching �15.00 TN 178.00 8,o�a.aa 30 MobilizatioFi 1.00 LS 3,200.00 3,200.Q0 GRANb TO'T'AL �19,310.00 NO'TES: Qiiote is good foi• 5 bays. Field measurements will prevail. Traffic co�ltrot & flaggers are not included. Joel Giyp Estunator L.I,. Pelling Company L.L. Peliing Company, Inc. P.O. Box 230 Nortii Libe►�ty, IA 523I7-0230 Co��tact: Joel Gryp Phoiae: 319-62b-4600 I+'ax: 319-526-4605 ScFu�ader G�•oup Job Name: antities Installed Nov. 9th (Work compieted bv Schrader) 12.22 tons @ $178/ton = $2,175.16 (City to pay 33°/o = $725.05) Nov. 15th (Work completed by Pellinq) 38.53 tons @ $178/ton = $6,858.34 Mobilization = $3,200.00 Total Amount to be Paid =$10,783.39 Page 9 of 1 t�. �� _ .,...._ .�,.�_..� � E � lP.3 �. . .. . I '��• � „ �F h�a — . . �. �,) �': t �:; k? }I � i t ::t: �... �a'�I � .. 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'a �. , rs =. _: �: �3 i, ,: ab� ,r a, a: ��• i ;: ,, a .. ?<; >, „ , .� • � .�::�„sa .r��._ { i� > =- #i��:tl, �_t.�:t � i,�)at � �;1�.� (; � , s a� �,�� ��z����•t�t_1 ��,�s: ������;: �J�� OVin HVC CEDAR F;qpiDS iA. 5244d : 1-3 T 9-632-3150 ��iE: 11?i5i202� TBME:9:0�:49 A�M Ticket: i6ssr�� SOLt} TC�; ��r4o; Jt�B: 53504 Phase: 34�.�n02. CAIOCAV CG,A/Cp,qNf�tAtq'�G4 ; Truck _ _ JOb Tt?talS: 1 L,oatls i 7 t^ Tnn� 1�i �;.�s i��in ;Ce;;ci=,e�� i,iy: _._ ����5 ?9.82 Tons 27.�J5 �tilc� � 1 : `"t�i�� r.. u '�cr;�: � ,`.�� , . �.. ��i�� . . . a . :c '<. r..... . .. .. . .na:. .... ., -' .. . _ , . ,� ,... � . .. .. ;'y'; ,:l'd`a..... ._ .- ... .. . . ... . ... ' .. ... ..._.....,_.. . . . _ ....... . ....... . . . .... : . .. .._ ____ .. ... ._._.. .._.... . _.. . ...__. JJaU OV 1 R HVG CEDAR RAPID5 iA. 52G04 1-319-532-31 b0 �1��'E: � 1/15,•'2021 TI�i1E: 9:34:5� AM TICICe�: 165504 SOLD To: �cv�o; ,108: 53504 Phase: 340.8(302. CrliC2CAV CC\:�lCO r�ntn�ninT�q Truck %K:�.:tl�ut--'C: ��)y: �:yll.33�.bi8i ': Produci ; Product Descriptian �_ ;.B�J�!-c�01��1�';' _12 �TAyDARD T.�C�FrIL UiX ` Joi� iotals: 2 Laads :3:i,fi('i i nn� 3ii.ilfi �An �,°"a��,'`'>�' ��.�'J �0315 i:�.�'t� rl�C) �FiCiC. ,,. . �;'!�. .._ � �i..J`G. �i�� i�?<i ?�`��:- i4.��� ':�C: . . _ .. , .,, .,.,. . ;-r . .. _ -.�,-.�, — . .,. ..-.. . , Product i Praduct Description � =�-iQ1'�R ;T� ;;g �TAUa�,�;G TRA�"r1G iv?I�� __ . � _ � _ �.��..�. ��� _e.... _ � �:��. � .. ,._.� .. �._. _ _, ooau o�+n xve � CEDAR R�1P1DS iA. 52404 1-318-532-3139 I T�ATE: 11f1�f2021 �IME:1�:4�:�7AM TICI,Efi: 165506 sOLD 7O. �coaor JQB: 53b04 Phase: 340.Sa02. CAf4C.AV CC1AfC0 A�IP1l�l��TCQ ; Truck L�. ^v1 Product � Product uescr�pt�on i ='"-60'h5R1'�'J 318��T,4�lDARG?RIat=FiC�AI:C Job Totals: 3 Loads 'i�.;5'i Tnns .sd,��, 1i1n Ret;ei'deii uv� " �R�SS 17.6"1 ?ons 15:98 Pi1c� ��, � A�c a".68 ?'0;�4 1�.5� JC6. ' ��E± 4.33 T�ans µ.�t� ���;,; �. .:/".. _ :.,91A.: :... ...,.. �/'il IT � _ . ""�"�I"��:". :\f�3/'�: ; � �ii�liitiyi a. te:. _ .. . _ _ ._ : _ _ HALL & HALL ENGINEERS, INC. Instruction to Contractor #3 To: Schrader Project: Fairfax Sanitary Sewer & Water Main Extensions Attn: Justin Lopata HHE Project No: 6950-20-02 Date: 10/19/21 Transmit Via: E-mail ITC No: 3 This "Instruction to Contractor" (ITC) is sent for the purpose of providing direction to the contractor regarding the above listed Project. If you feel this Instruction results in an increase or decrease in work defined by the current Contractual Agreement, you SHALL NOT PROCEED until a Change Order Form has been submitted and approved. If work proceeds prior to authorization, this shall acknowiedge "No Change" to the current Contract Sum or Contract Time. This "Instruction to Contractor" (ITC) shall become part of the construction documents upon its approval. The intent of this Instruction to Contractor is to: � Clarify Documents and or Material Selections � Identify a change to the Scope of Work � Request an Estimate for Owner's Review and Consideration Instruction to Contractor: Refer to attached drawings. Repair damage to seai coat streets (E. Southview Rd, Williams Blvd, & Fairfax Rd) with HMA. Repair areas where new seal coat and subbase on Fairfax Rd. has settled around manhole lids and where it ties into existing seal coat. Target minimum HMA thickness of 1". Over-excavating and placing subbase is not required. Some repairs along E. Southview will require sawing a clean edge due to existing seal coat cracking and flaking away, particularly the repairs that are along the edge of the street. Install HMA driveway fillets at 540 E. Southview and 600 E. Southview, between the edge of the existing street and edge of the new concrete driveway (approx. 2.0' wide strip). Match thickness of adjacent concrete (approx. 5"). Install seal coat on 700 Williams Blvd driveway, from the edge of the street to the right-of-way line. This driveway was originally called out in the pians to be restored with gravel. Property owner indicated their existing driveway actually consisted of seal coat with a thicker aggregate surfacing, not full-depth gravel. For the large seal coat repair area on Williams Blvd north of the RR tracks, provide an alternate price for the City's consideration to install a single lift of 3" HMA over 6" of modified subbase, in lieu of seal coat over 9" of modified subbase. HMA shall be a low traffic mixture complying with SUDAS Section 7020. CIVIL ENGINEERING' LAND SURVEYING ` LANU DEVELOPMENT PLANNING' LANDSCAPE ARCHITECTURE 1860 Boyson Road ' Hiawatha; IA 52233 " Ph: 319.362.9548 " FAX: 319.362.7595 i /,� �' , ✓, New Line Items: Item Descri tion Qt Unit Info Misc. Seal Coat 2,858 S.F. Cieaning and Repairs with HMA prepping areas, sawing clean edges if necessary, and tack coat are incidental HMA Driveway Fiilet 102 S.F. Match thickness of adjacent concrete driveway (approx. 5") Subbase, Modified, 387 S.Y. Alternate item for 6�� City's consideration. For the large repair area on Williams BI vd. Pavement, HMA, 3" 374 S.Y. Alternate item for City's consideration. For the large repair area on Williams Blvd. Refer to attached drawings. By: Jon Larson, Hall & Hall Engineers CIVIL ENGINEERING ` LAND SURVEYING ` LAND DEVE�OPMENT PLANNING ' LANDSCAPE ARCHITECTURE 1360 Boyson Road " Hiawatha. IA 52233 ° Ph: 319.362.9548 ` Fx: 319.362.7595 ` www.halleng.com �E� �� / — � __�,.�� —�r e � --J F— � ;p � � � YF �_,.__„_.,,__� \ � I I �¢'r • c.:� �SU86Tit�:�^al ��� � � i� ti+ �- r. t,; s;�cc L�—.—_„_„_� �.Y ''` ;;2` -- .,.,..r.,.� r:' rd?'..,, --, .�esi �s � e e � C�, v� � \��:���� �✓V / fry: ���� � THF! . ! SEAL ColT o� �OU. _UI31fA5E; HCFCN 10 �'�.T E.a1. 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