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OVERLEA STREET AND STEVENSON DRIVE GRAVITY SEWER IMPROVEMENTS PROJECT - 03-0037-UT - ADMINISTRATIVE CHANGE ORDER #2 & FINALb'--- ; . ADMINi5TAATIVE CHANGE ORDEIZ #2 & Final PROJECT: Overlea Street & Stevenson Drive Gravity Sewer Improvemente CONI'RACTOR: BRW Contracting, Inc. 2522 Hunt Road Land O l.akes, FL 34638 pA7'E: 5e tember 29 2011 PROJEC'T NUMB�R: 03-0037-UT PO REFER�IVCE NO.: ST 106208 CQUNCIL AWARD: Febru 4 2010 DATE OF C�NTRACT: Mazch 3 2010 CODE: 037(r%665-563800-535-000-OOOtl A CODE: 0376-%742- 63800-533-OOa0000 B CODE: 0315-4b12�563700-539-0OD-0000 C SCOPE OF CHAIVGE: THIS CHANGE ORDER ACCEPT5 REV ISIONS TQ THE CONTRACT Decreases for unnsed items, increases and addioris of iteme for iu�foreseen conditians. 5ee attached far details. -'�, STA1'EMENT OF CONTRAC'T AMOUNT ACCEPTED BY: '� � �r''. •`" �"� iu ORIGINAL CONTRACT AMOUNT Adm. CO#1 - CM - 07/ 22/ 10 Adnt. CO�k2 & Final - CM NEW CONTRACf AMOUNT r:vrr���a Kosemarie Call, � �� �Q �� City $ 431,174.81 �ai,zzo.00 °� f�.�3,�1�)�.7nj $ 403,899.03 r� � CITY OF CLEAR'WATER, in � PINEI.LAS COUNTY, FLORIDA � „ /�,[��•t►v.r� .�. liam B. Horne, II City Manager APPR VED AS TO FORM: � Leslie Ik�ugall-Sides, ssi ant City Attorney ��oF TyF �q��� (c ���/� 4* � � �— � � �- �O� BRW Contracting, Inc. gy. ' !� • al) Phyllis lankenship, President Date: � d� Witnesses: �-�' � `�. `', ,��ir�tir►�., t�hte�� /� ,,i� � �'y�� � j1 ��' ., ��ji _ 4���• � ,^,�;- �.w�w� ',;�T :•. i,. .� ��; ti •. `'.. . 'v, � f �, . .� �, '�t.E+�,,g�•���"�A ��+� f := �i4��p '� �:Qi. w �':a. i.:� 4; �= . ����.��Q� �^�, �� �. :` �� ��� ��� L�i . � �•� �~ ,� ���ie� �"�.w�...±t.'�,^W, ,���'` . '�ry'�� ' �ai' (c� � �e�'. .. `�� r11u„��11��1���:.':;,; .. fi:,.�...,.,r J�,,,..w;�;;: ��� Reco e ed By: City ater ue, PE Project Manager _ � � Michael D. Quillen, PE City Engineer + -_-• -:� Page 2 of 2 RE: ADMINISTRATIVE CHANGE ORDETi #2 8�c FINAL RE: Overlea St. & Stevenson Dr. Gravity Sewer Improvements (03-0037-UT) ITEM DESCRIP'TION UQ ANTTY'Y UN1T Code A 0376-96665-563800-535-000-0000 i 7 i: t rc�;a .s,:,� �:: � ...__. �. ...._ 4 Root Fruning 5 �'ree i3arricades 6 4" PVC Pipe by Open Cut 7 6" DIP Pipe by �pen Cut 9 8" DIP Pipe by Open Cut 10 10" PVC Pipe by Open Cut 13 Fluwable Fill for Sanitary Sewer Pipe 14 Concrete for Sanitary Sewer Manholes 17 Concrete 5idewalk Repla�ement as Directed by the �wner's Rep_ 19 Asphalt Aoad Replaeement as bire�ted by Qwner's Rep. 21 Unsuitable Material Excavation Below Grade 22 Select Backfill Below Grade 37 6" PVC Pipe by Open Cut 24 7.0% Contingen�y Increasea: 8 8" PVC I'ipe by Open Cut 2U Asphalt Overlay as Directed by the pwner's Representative 23 1"ree Removal Additions: 38 Type F Conflict Inlet 39 Recore Manhole 27 40 Jet/Vac Sewer Main per approval email from Perry Lopez dated S/17/10 633 1 100 25 254 221 999 157 66 xvo ra LF LS LF i.F LF LN CF CF SY $ $ $ $ $ $ $ $ $ SY $ CY $ UNIT COST 6.00 r 2,600.U0 � 9.00 `, 42_00 45.00 :� 19.00 i� 1.]0 °� 7.40 :', 36.U0 '!: 36.00 �^ 6.00 i • TOTAL COST , vii.i'i; �. _ �,�',t`.�'€:,� ,cii'?:.=::E:; ! i.�.,. ...=:;�i7 I I,..?r:.�,t�' i:.j. �j�, +,�i�i? I E!:�i� �i�)'; �I.i1`-i �_.� . . '�; t;.=„-; ,On �'r:; � 2 CY $ 14.00 ; r ,>;,i.i:. 80 LF $ 25.OU . i,7 �`i`�: ='s)' 1 LS $ 36,374.50 i :', ; �.�..<>i;'� Total (<t.e��x�,�?+e�) Code A: 5 ("r(l,ti;'.ti.�U; 314 LF 547 SY 3 EA $ 42.00 $ $ 8.(10 $ $ 1,200.�0 $ $ 1 LS $ 4,562.38 $ 1 y$ $ 3,487.80 $ 2 EA $ 350.U0 $ 13,188A0 4,376.00 3,600.00 21,164.00 4,562.38 3,487.80 70D.00 41 Handicap Mats for 5idewalk Ramps 2 EA $ 500.OU $ 1,000.00 $ 9,750.18 Total rtet [�c�c K'ura��`M4/increases/addiHons Code A: '� ��`�. �" ��� i�-'-; Code B 0376-96742-56380a533-000-0000 ].kt.t s e. �;�ti; -- — ; .., . 34 Relocate Existing 4" Water Main 20 LF $ 58.38 �: � i, l^':':'.� �� ± 35 ilelocate Existing 6" Water Main 40 LF $ 78.80 ,�, I:�.:'!'!';� 36 10%Contingency 1 LS $ 431.96 : ;;,�,(,E�f�,� Total (;i�>ca������4s CadeB: 5 (.7.,7�'t.=�ti1 Code C 0315-9612456370a539-000-0000 i1.....................:.. 7 LF $ 24.OU �. �J[,(..it�',Sii, ; ._ }rc::ithYSe'.4; 26 12" I'VC Storm 5ewer Pipe 28 6" llnderdrain System � �F $ � � 32 18" Concrete Straight Curb 47 EACH $ �•� "� `•"'"'"'' 33 10% Contingen�y 1 LS $ 2,391.25 '., i''',;'1...i.:�! Total i�cc�e:zsc5'I Code C: :y (A',;i,'iS3,::i�} Inereases: 27 16" DIP Storm Sewer I'ipe 6 LF $ 51.50 $ 3�•� Total net i�<��t�'s��'�✓�creases Code C: � 1`� ��"�� ���' Total net i+:1��cG�.��a�.�nareases/addirions Contract: y ;�t�,�i9.�,7ti'�