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RESOLUTION NO. 2015-109
�2.ES(�LU'��()�i N�. �,��5T��� Zt�;�()1,T.r'�'rU:N" "�'(7� A�P�t�V�� C;T��N`G� C)��Y3��� Cr1(:). � - �A�ANC;�:NC� Flt(')M 12A'��C,l�: C'(:1N''�'l'1t�.JG�"T�,��� C"(�. �'(���,TH�:l'"k�ASk: � �;AST C��M��'k��.Y T2U,�� STREET RECONSTT�L1�'TIf)N, TRAI�,AND DRATI"��,+G� IMPROVEMENTS , PROJECT IN T'I�]C CITY QF FAIRFAX, L��1"� ���fJ�TNTY, �OWA WHEREAS, t�e �"�t� Council of Fairfa�, Iowa �a.:� contracted with Rathje Construction Co. for the F'��� 2 East Cemetery Road �tr��� Reconstruction, Trial, and Drainage Improvements Prca��ct within the corporate limits; ��c� WHFIrEA�, Ha11�.ncl�al] Engineers, Inc.,has r�cca�n�ended approval o�Claange ' C3rd��#$ - �3a�at�c��� �� �i�s�.x�kaed belt�w: +CFiANGE (JRDER Ni�. 8-BAL,�,f��Ih1�G ' {Adjustments to Quantities-Bid'Iteu°rrs) SCHEDUL�.OF VAL.UES BED ADJUSTED ITEIVI NO. BID ITEM L7ESCI�IP'Ci�7�! UNIT �QTY UNIT PRICE AMOUNT z Trench Compaction Tes�9ru� LS -1.0[7 $ 1,85a.00 $ (1,850.00) � 5ilt�ence LF 5�.OD $ 2A0 $ 100.00 9 Remova!of Existing Rc��dwv�y Pavement,HMA SY -2.d30 $ 4.00 $ (8.00) �� �� Remaval nf Exis#ins�Flo�dw�y Pavement,Seal Coat 5Y 34'd.[7(3 $ 1.95 $ 392.15 ' 11 komraval U�kxi�firMg C1r"ava�way P�v�rri�rr# SY -3A1.fi� $ Fa,25 � (2,135,(�flJ ,.. .,....,, ..,.,�.. ,m.._.__ � _ C�t.n7av�l af Stai�rn S�wer�r�d�:ulveri F'ipe�(2�°Di�.car LF •�N 95,i1�i $ 11.50 $ (1,322,50) 12 Great�r) �6 Borrow(Contingency Ctern fc�r tJnsuitable On-site Material} CY -2,CD�Jt�.(DO $ 9.45 $ {18,9�0.00) �� Dispose Unclassified'Ex��eaatuon Off-sife CY 2,�U�1.00 $ 6.50 $ 18,200.D0 19 Subgrade Preparatiaru SY _'�,781.6D $ 0.01 $ (17.82) 20 Subgrade Stabil�zation"�9"ikh Grushed Rock Material �Y ��`���a $ 32.00 $ 17,756.80 21 Engine�ring Fabric far Su��bgrade Stabilization(Geogrid) SY 1,4�56.9� $ �7� $ 2,565.68 22 �ranukar Subbase,6" SY -8�k%.6(� $ 4.75 � (3,883.60) 24 I-11.7b�F�Cr�rrre S�war,8"`�'�e�lid&��ial W'all,SrnoodYi Ir�te�sior) LF �YB�Y.�7Y� $ 2�,D0 :� (�,C70(9.[Yf�) .m..... . �,w.,M ��..._ �� �.�_...�.._. _ NCJ�F Storm S�wer,�i5"(�r�il�aual Wall,Sm�oth L� _��1.(J(� $ 2U.25 $ (3,F�65.25) 25 In#erior 26 RGP Storm Sewer, 1�"' LF 244.�10 $ 30.00 $ 7,320.d0 27 RCP Sform 5ewer, 18" LF -2.�C1 $ 5&.75 $ {111.50) 28 RCP 5torm 5ewer,24"' LF 5_(l� $ 49.75 $ 248.75 29 RCP Storrn Sewer,3C"' l.� -�.��D $ 89.00 $ (445.00} 3� RCP Storm Sewer,�S"" LF 1.SQ $ 135.00 $ 202.50 _ 3� 5ubdrain,6" LF -33'i.fln $ 9.75 �, (3,2�7.�5} �3 Subd6�a�r�, 12"' L.h' S1.t�€� $ �9.35 � 9$°I.15 � � ____.,�.,,� i .......,_,,,..,..� _ _. ,_ .....,.._� i 35 SutidFain Serv�ce�an����kpans(�Lor�tingency Item) EA ��.t�4 $ 150.40 � (�k5(}.f?d) i 36 �ubdrafn Cleanout,24 Irr.Dia. EA -1.(?0 $ 77q.Q0 $ (770.Od� 38 Culvert Pipe, 15'"RCP LF ��.00 $ 38.00 $ 1,596.00 39 Culv�rt Pipe,2A"RCP LF -39.t34 $ A5.00 $ (1,755.00) 41 Flared E�d Sections,�ea���ete,'E5" EA 1.t7t1 $ 1,5a0.00 $ 1,500.00 4� Stnrm Sewer ManhcrBe,qE P��.Dia. EA -°�.C30 $ 1,930.00 $ (1,930.00} Cannect Exisfing Tile Lis�e�o Propased Sform Sewer _��p g 150.00 $ {150,qp} � 54 Contln e�c Item EA I ..�..� ..� �����_-�..... _._._._. ; 55 I arrt�r Md'�no 1�'Rern�a�r���u�d�cpl�ctm�nt(Cc�rtttng�ncy �F -4�Y.Q(J $ 10(J.Otl $ {4,17Qp,�(�) ��� �.. .�___.,..�. � . �.�.�.....�. __�„.�, i -2Q.ftJ �, 3�.00 $ {t3Q�.4U) f 56 R�vetm�r�t,Class E,2"�3��rth ,SY � �� 58 Ad'ust Private Gas S�rv��� �F ����'� � 20.00 $ 417C1.OD ' 59 Ad'ust Private Water S��tic� LF -��r.�� � io.00 � �5oo.ao� fi0 6"�la.HL]PE ric�tltural Drain 7ile Contin enc Item LF �•�� � 1D.00 $ 20.00 Portland Cement Conc���e i'avement, Non-Reinforced,8 ����� $ Zg g� $ 10,1 a8.57 61 En. SY Portland Cement Caw�crek�I�riveway,5 in.on 4"Granu[ar ��,�� � 37.50 $ 765,DQ fi2 Subbase SY Portl�nd Cement C�srrrcr�t��riveway,S In.on 4"Granular m.���n7d $ 40.00 $ {7,668,Dp) fi3 Subbase 5Y Partl�nd��rr�ant CcrmcreC��riv�way,7 In.on d'"�r��ri�3lar 22�.�G � 42.�5 $ �7,89�,8� G4 5ubh�g�; �1'' ' v.�� .,,. �M ___,�,__ _�� �...... ____.�.._._ ._M.� F'ortl�and Ccarr�ent��rr�cr�t�G"rarbancl Gutt�r,81rt,Thirk, 4�.��Y $ 1(7.00 $ 42a,(7d $5 24"Wide I.F B6 Porkland Cement C�ncr�et��"rail 8 In. 5Y -���.ki4 $ 34.55 $ (4�386,g8} Portland Cemen#G+�ncr�ke Trail,6 In.on 4 in.Granufar a��_�� � 38.75 $ (1,108.25} 67 Subbase SY 68 As halt Cement Conc�'�e Pavement,$" TON -�°��"�$ $ 87.00 $ (14,811.75) 69 As half Cement Cortc���e Shoulders,8" �pN �•�� $ 107.OD $ 374.50 70 ,�g re ate Surfacinc� TON a����22 $ 14.00 $ (3,489.08) Tempnrary Aggregate S��rEa�ing,6"Depth,Install and ���,��j $ 16.25 $ 5,206,5Q 71 Remove T4N � 72 F�av�rri�rnt,M�rking�,F"�i�roter� 'u`TA 3��7 $ 38.UU 3� 1,�A6.4Er 74 Im��rtc�t�Tr� soil GY ���.�� � �`�.�C� � (�1,970.C10) 75 Hydras��dlri Wifh Li �aid Pvtulch Binder ,q��� -�°�`� � 1,800.00 9� (252.qq) 76 Wood Excelsior Ntat SY 6,3��."fC3 $ 1.38 $ 8,72Q.36 77 Erosion Mat SY i������ $ �2.10 $ (4,274.93) ' 79 Fencing,fi'High Chaon�ir�8t ftemaval and Replacement LF -'iV5.00 $ 30.00 $ (qSpAp) 8� Nlefal Sign Posts EA -4.�7q $ 94.00 $ {376A0)' �2 �telocation of Street�ig�� EA -�.OQ $ 70.00 $ (140.00) _ �, $3 7Yp�A5i�r7s S� -i�B.00 $ 10,$0 $ {194.4�} 85 ��vc;tment,Cl�ss E{#ul�C�raemirk f�itch F��p�air) T"f�N 65.61 � 3�.00 $ 2,858.79 8� Ravetment,Mac�dam�B�s�{Mc Cormick Di#ch Repair) TCsN •��7.Ofl � 3�.00 $ (2,340.Od) $ (9,102.08f (Adjustments to Quantities-Changi�t?rder ltems) SGHE�ULE pFVALUES �ID AC�JUSTE� ITEM N0, CHANC;�OFtl7�Fk NT�1Ci�1 D�S+CRIP7ION UNIT �TY UNIT PRICE AIUIOUNT : C,O.#1.2 Fldditional Traffic�nr�krza�Sign LS 3.�3�7 $2[]0.00 $ BDO.aa C.O.#2.1 Install Property Ow�ee S�u�ppuied Rebar LS �.SD $475.00 $ 1,862.50 C.O.#2.2 Construct Drives per S�C�t�S Specifications SY -313 30 $3.25 $ {1,038.23j $ 1,244.28 6RIGINALCONTRACTBa.6�OUNT: $ 973,267.26 �i�ET AQJl15TMENT TO TME 0121GINAL CpI�T&�ACT: $ {9,102.06) ; ORtGINAL CONTRACT W4RK��hht"111P1.���b $ 964,1�5.18 CdF21GINAl,GHANG�CIRDERAMC}IJFJTAPPF�QVfEd: $ {7,179.:i8) , ���1�,��w���'��w,��,, ,���,,`,. $ 1�244.�0 C?RIC�INAL CHANGE ORbER WORK CC�I�f�IL�TED: $ 64.90 TOTAL ADJUSTMENTS TO THE CG�tAITf3l�CT I'�9ET A[]JUSTM�N75 TO THE ORIGINAL Cqtr�?RACT: $ {9,102.Q8} {DRIGINAL CHANGE ORDER AMOUNTAP'PIF��VED: $ (1,179.38) �A�JUST�91E�lT_TO THE APPROVED CHANGE ORD�R,�1�1�7�NT:. $ 1,244.2$ TOTAL ADJUSTMENTS TO THE C��111ft�AGT: $ (9,037.18) C(?NTRAC7 SUMMARY bRIGINAL CCIMTRPti�1"AI'�did3lltdT; $ 973,2$7.2$ ���,P������.,�, �� � $ ,�9,037,'�$� FINAL REViSED CCIIVTRACT Al'�CtUhM'C: $ 964,2�(1.08 WORK]NG DAY CFISING��IfiIVE: $ (3,OOO.DQ} LIQUIDATED C7A,u�iAGEs: $ (6,004.00) FINAL R�Vp�Ep GON7RACT A1NOL7NT WITFi WORW�dG�G pAY C�ISINCENTIVE AND LiQUIDATED C�,�4�EAGES: $ 955,230.08 NOW, THERE�CI�]�, BE YT RESOLVED, by t1�� �ity Council of the City of Fairfax, Iowa, to appxove t����l,�e Order No. 8 - Balancin� �'���� Rathje Canstruction �o, far the Ph�se 2 E�st �'����t�ry Road ��reet �.eccrnstr���ti�al�, Tria1, �nt� I}rax�;a�� �napxr��re�xi�nts �'raj�ct fca�x�cg��z�aa�;e 7n t�c� con�ract��xzc�u��t, k3E TT I+'Ul2TH�'-0Tt 1�5�}LV�.11, by th� �'��irFa.� ��t� Council o�' th� City c�� Fairfax, Iowa,tl�at the May��and City C1er1�/Treasurer are her��y autharized and directed to execute said resolution. Passed and approved this 8t1�cl�y of December 2015. AYES: Beer, �'xieden, Ottca; 1�'Ia�ers, and Wainwrigl�t 1�IIAYS: None eX�.�M� ��p. p��M'�, �^�""� r!`1'A l"k� " '"/rp ,'r` �r�� F�'�" .. h�W ,�*y ,#�Ny�M �� <<� �f � � _____.... '...�........ ... ,,,,,,,,, . M I 4 tl .fa��a�����a�, May�c�x "���t" t��,� �"� � �"Z�TEST; ' �°� ��" ` � ;�,'� •� _ � i � ti �� ��,�'� _ i �/� � > �o � , tl��C' � ,. � �� �<•,�,�q*,���4•�� I�athy E rett, D�puty City�1�rk �1/,����� .8 ��e PR�J��T: Phas�2 Eas�Cem+�tery��raucN 5treet Recc�nstruc��on,l'rail, and Dralnage Imprarrem�m�#s in Fairfax, Linn County, lowa �ATI�: November 10,2075 OWN'ER: 7he Cityof FairFax, Linn���nfy, lowa CO�dTE�'#CTOR: Rathje Construction Ca. �NGI'�91�IER: Hall and Hatl Engineers,9r��. CHA���� t7RD�R NO. 8 - BALAtVCI'F�� (Adjus�ments ta Quantities -Bid Items) SCHEDIJL�Q�V,ALUE'� �41NID UNIT ADJU�TEI� I7�G�1 4U+C�. �lID 1TEIVi D�S�F�IPTI�IV 111VIT t�`�'f F�FiIC� AfViCJU'��i' � Trench Compac#ian Testing LS -9,�40 � 1,850,Q0 $ (1,�5�9»��) ! � Sift Fence LF 5t7.00 $ 2.00 $ 10(�.�C� � Removaf of Existing Road+r�a°�I�avement, HMA SY -2.00 $ 4,00 $ (�.�t1� .�� Removal of Existing Road�ra��'avement,Seal Caat SY �41AD $ 1.15 $ 392."�� �,� Removal of Existing briv�+�ra�IP'avement SY -3�19.60 $ 6.25 $ (2,�(3�.��D) Removal of Storm Sewsr an�f���uivert Pipe(24" Dia,or LF -115.00 $ 11.50 $ (1,3�2,��t) 1� Greater) �� ,�� Borrow(Contingency It�m far V��suitable{]n-sitB Materi�l) CY -���D0.00 $ 9.4� $ (18,9�tt��.CbCt) .��, Dispose Unclassified �xcaw�tia��n t�ff-site C1" 2,�q0.�0(l $ 6.50 $ 18,�D{1,t�� .�� Subgrade Prepar�Eion SY -1,781.60 $ 0.01 $ (17.�2) ��� 5ubgrade 5tabilization With �ir�r�hed Rocic Materiai CY 5�4.90 $ �2�b $ 17,7��.�� �,� Engineering Fabric for Subgra�de Stabilizafion (Geogrid} SY �,466.10 � � 7$ $ 2,56�.E�� �� Granular Subbase, 6" 5Y -817.�0 $ 4.75 $ (3,88�.���1) �4 HDPE Storm Sewer, 8"(Salid C��ual Wall,5mooth Interior) LF -80.00 $ 25,pD $ (2,OCJ�I,��tO) HDPE Storm 5ewer, 15"(�c�l�r��ual Walf,Smooth �� �g1.00 $ 20.25 $ 3,�$��,2 r �� Interior � ) �� RCP Storm Sewer, 15" L� 24�1.a0 $ 30,OQ � 7,��CD.��9 �� RCP Storm Sewer, 18" LF -2.4a $ 55.75 $ (11'1.5Q} ��� RCP 5torrr�5ewer,24" LF 5.�0 $ 49,75 $ 24$',�� �� RCP Storm Sewer, 36" LF -�.4D $ 89.D0 $ (44�.�@C1) ��� RCP Starm 5ewer,48" LF 1.�0 $ 135.00 $ 2a2.�C� �� Subdrain, 6" L�' -331,00 $ 9.75 $ {3,2�a'.�a) �� 5ubdrain, 1�„ LF a1,(30 $ 19.25 $ 981.7� 3� Subdrain S�rvice Ccsn�,ecti�sns��ar�ting�ncy Item) �A -3,�� $ 150,00 $ (45t�.CbO) �� Subdrain Cleanout,24 In. Dta. EA -1.i50 $ 770.00 $ (77�.�7t�) Page 1 af 4 �� Culveart Pipe, 1a" RCP LF 42.�b $ 3$.OQ $ 1,�96.Ctfl ' �,� Culvert Pipe,24" RCF' LF -39.40 $ 45.00 $ (1,7��.4�J) ' �� �lared End Sec#ions, Cancret�, 15" EA 1.00 $ 1,SOO.OD $ 1,5Ci0.D0 ' �� Sform 5ewer Manhole,48 in. I�i�. EA -'i,00 $ 9,930.p0 $ (1,93C�.��1�� ' Connect Existing Tile Line ta�°�c�pc�sed Storm 5ewer ' �4 (ConEingency Item) EA -�.�0 $ 150.00 $ (15{�.�Q�➢) Water Main, 'f2"Removal ar�dl IReplacement(Gontingency :�5 item) LF -4�,Q0 $ 100.00 $ �4,�0{�.�DB�) �� Revetment,CEass�,2'I���ath� ��r -2Q.60 $ 39.00 � (8��.4�) �� Adjust Private Cas Service LF ��.d0 $ 20,Q0 $ 4f10.¢�� 5� Adjus#Private Water 5enrice �F -aa.{�a $ 10.0f} $ (��t�,Qbp) ��D 6" Dia. HDPE Agricuftural L7raGa�Tile{Contingency Item) LF ���Q � 10.00 $ 2t�.�C�C1 Portland Cement Concrete P���men#, Non-Reinforced, 8 �') In. 5Y �40.70 $ 29.67 $ 10,10£�.�7 Portland Cement Concrete�D��wevaay,5 In.on 4"Granular �� 5ubbase gy ��.4� $ 37.50 $ 76�.�D{} Portland Cement Concrete[km�r��o�+ay, 6 In.on 4"Granular �6'3 Subbase 5Y -191.70 $ 40.00 $ (7,6Fa�'.�t3} Parkland Cement Concrete CEri��wray, 7 In.on 4"Granular �O� Subbase �� 2��.5(l $ 42.45 $ 9,E99�.8� ; Portland Cemer�t Concrete urb and Gu�ter,8 la�.Thick, 42.�30 $ 10.00 $ 4�t�.Cpq i 65 24"Wide L� �'.a� Portlartd Cemer�t Concrete Tr�iil,8 In. c�� -143.6fl $ 30,55 $ (4,3�5�,�8} Partland Cement Cancrete Tr�al,6 In, an 4 in. Granular �r7 Subbase 5Y -28.6D $ 38.75 $ (1,14�.�5) �� Asphalt Cement Concrete Pa�^etutent,8" T�N -���'�� $ $�•p0 $ (14,811.�5� �� Asphal#Cement Concrete Sh�upd�ers,8" �pN ���� $ 107.00 $ 374.5� �'�(1 Aggregate Surfacing �-0� -249.22 $ 14.00 $ (3,489.���� Temporary Aggregate Surf��in�,6"bepth, Install and ���.4a $ �6 25 � 5 2��rt� 73 Remavo T�j� 7� Pavt�t�'�ent Markirtgs, Pai�nted STA ��.�7 $ 38.00 $ 1,1'46.4�a 7� Imporfed�"opsoil �;y ����.�0 $ 19.0(l $ ('C1,�Z�.4�t�) �� Hydroseeding With Liquid Mu�c'��3inder AGRE �•�4 $ 1,SOO.aO $ (252.�C�) 7� Wood Excelsior Ma# gy �a31�.10 $ �.38 $ 8,72t�.3� �'7 Erosion Mat Sy -3�3.3p $ 12.i0 $ (4,27�.�3) �,� Fencing, 6' High Chain Link F���rupval and Replacement L.F -�b,Ofl $ 30.OQ $ (45[�i.�C!) �� Meta]Sign Pasts E,A -4.fl0 $ 94.00 $ (37�.Cfi(7) $2 Relocation c�f Stre�t 5ign E,A -2.�� $ 7Q.Op $ (14��.�R�) �� TYpa A Signs SF -18.00 $ 90.80 $ {1''�#.�M1�) Page 2 af'4 � �� �i�vatrraen#, Class E{Mc�arcr���k Ditch Repair) 7�7hd �a�.61 $ 39.QQ $ 2,���,7'� �� Revetrr�ent, Macadam �ase('Mc Carmick�itch Repair) TQ�I -�l�.00 $ 39.D0 $ (2,3���,¢�Q) $ (9,1 fl2.�l8) ', (Adj'us�menfs to(�uantities -Change Ci��d��r Items) ', SCHEDULE OF'VALI�E'� BIIIE} UN1T ADJUST�C► ', 1T'�If�l PJf). CHANGE ORDEF�I�'�M C��;C�iIPTION U1�17 QTY PRICE AfVIOU'NT ' �C,t��.#�1.2 Atiditional TrafFic Contral�igr� �� �.(1a $Z00.00 $ 6�}O�,f10 � , �,Cl�.#�.1 Ins#�II Property Own�r Suppl�ea�Rebar L.5 3.�a $475.00 $ 1,���.50 �', C.Cti.##2,2 Canstruct Drives per SUDAS Sp�cificaiions 5Y -313.30 $3.25 $ �'�,018.23) ', $ 1,24d6.�'8 ' ORIGINAL CONTRAC���IOUNT: $ 973,2'G7m2� ' NE�i #�C} STMENT T H�ORIGINAL '�,�1TRA • $ (9,1i92v�18� , ORIGINAL CONTRACT WORK C(��I�PLE7ED $ 964,1�r�.�i 8 ', +qwRllu�MNAL CHANGE QRCIERAMCIU�ITAP'PI�flVED; � (����g,�g� ', $ 1,24�4.�8 I C�Rn+GINAL GHA[V��ORDER WORK CC?�P"��TEC7; $ �i4.Jt1 TC)Ti'�L�,C3JUSTMENTS TO THE C�NTR��T I NET'�.�JEJSTMENTS TO THE ORIGINAL C�b�TRACT: ����$ (g,�p�,�pig� ', (7�F���INAL CHANGE ORDER AMOUNT AE�I6'FiQVED: $ (1,�[�+�.��� , L�1. T ADJl1S7lVIENT�$3 TFIE APRROVEd CHANGiE ORDEF3 Ae1411{�llNT: $ 1,244.2$ ', TOTAL AQJUSTM�NTS TQ THE+��J�f�TRACT: $ (9,037'.'"1�} , CG1FJ7'�CT SUMMARY O�IGINAL C+DNTFtACT'AIhdIQUNT. $ $73,���.�6 � � ��'���.��� F1NAl, FtEV15ED CC?NTRACT�,MC?lJNT: $ 964,2�O.C�$ WQRKING DAY DISI[��CEM1171VE. $ (3,{�QQ�,�p�� LIQUIDATE[3 d!,A�WILiGES: $ (6,flOf�e��C] FINAL REVfSE����NTRAC7 AMOUNT WITM WORI��I�G DAY C���INCEN7IVE AN� LI4UIDATEQ�,�IA�ES: $ 955,230.�ID�t Page 3 af 4 � ' ���`��i�'-"�`�- ' ��..��� ' B . T1TL�:_L_�.l���� � e � ,,. L7ATE: � � � _ - � � C �C't"�R. � �r'i°"v,�,+'r�'"l>'=�„.,. ,,r,� `� I s�r: /,�,�k''� �'.-��� I 71TLE• 6 i,,:_.:-� D�TE: ,��.,��-�/,,�_ 'F EFia�Ks'rf+IEER �Y: � ,.�� ' � l"�TLE: � �'�' �.;��`'` �r.��°"'r.�-�,,�;� �. ,� DATE: �� �� ��a.s� �`" ' Page 4 of 4