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Home My WebLink AboutContract 43797-CO2 (2)✓" FORT WOR'1 I-1 :�„ .� Project Name Client Project #(s) 2007 Critical #00961-#00956 City of Fort Worth Change Order Request District 2) DOE 5913/5914 �,�t a a� dL _ ;r; .�i� : : �-� _ _ - City See # 43797 '"''`�`I Water & Sanitary Sewer Improvements, Street Reconstruction & Storm Drain Improvements I Description Contractor Stabile & Winn, Inc. Change Order #�2 Date 5/7/2013 City Project Mgr. Khal Jaafari, P.E. City Inspector Richard Salazar Dept. Original Contract Amount Extras to Date Credits to Date Pending Change Orders (in M&C Process) Contract Cost to Date r TPW 657.10 169.50 Water 7,150. .� Sewer 360.00 11 RevisedContractAmount $3,383,826.60 $707,774.90 $320,110.00 Original Funds Available for Change Orders $77,892.03 $31,733.75 $15,721.20 Remaining Funds Available for this CO $49,492.03 $0.00 $0.00 Additional Funding (if necessary) $25,950.00 $26,450.00 CHANGE ORDERS fo DATE (INCLUD/NG THIS ONE) AS % OF ORIG/NAL CONTR,4CT MAXALLOWABLE CONTRACTAMOUNT (OR/GINAL CONTRACT COST+ 25%) Totals u .�Z� � • ; � $52,400.00 � 4.71 % $5,266,615.00 465 25 490 30 JUSTIFICATION (REASONS) FOR CHANGE ORDER The placement of a 4' X 8' Box Culvert along Lincoln avenue at 21st dictated that the intersection be closed to vehicular traffic. Two schools are on west sitle of the intesection, Jara Elementary School & Eltler middle school, to maitain pick up antl drop off traffic route, a temporary cut off tthrough Jara Elementary school was put in place. Excavation, fill material, flex base, temp pavement were needetl. A�emp fence & a gate where put in place to close off temp route as the intersection q i�oln avenue & 21st street is open to through traffic.`�ihe course of ��..�,,�._,... , excavating water, sewer & the box culvert, large amoun��ar��cl�:�ere encountered. Replacement back fill was needed to facilitate compaction. � � a`��'�Q� �.� �� op !,J J�' � o �A � �, =- /�.f7'F' !,f.� 1:_i �-)/"� �f�O � -- -= . r�U'�iV`t i�7.t�! tr� Attested b ° � �� q �'� OFFICIAL �E�� o o+'�`Ji , � �� _ noo oo�o,,�! CI'�( SECRETARI� . 0000aa �'� �% �11lOF:�'�9 °Q'�K _ �r�y �. _ �er, Cxty Secretary hj�h,�� *,� _ _-- --_-- It is understood and agreed that the acceptance of this Change Order by the contractor constitutes an accord and satisfaction and represents payment in full (both time and money) for all costs arising out of, or incidental to, the above Change Order. r � RECEIVEC� J�1�1 2 � 201� Contract Time � r �� Y• --� � , � FORT WORTH. '._�� Project Name Client Project #(s) City of Fort Worth Change Order Request 2007 Critical Capita Project (Council District #00961-#00956 DOE 5913/5914 '"',`"�"` Water & Sanitary Sewer Improvements, Street Reconstruction & Storm Drain Improvements I Description Contractor Stabile & Winn, Inc. Change Order# �2 Date 5/7/2013 City Project Mgr. Khal Jaafari, P.E. City Inspector Richard Salazar Dept. � TPW Original Contract Amount Extras to Date Credits to Date Pending Change Orders (in M&C Process) Contract Cost to Date 10 Water Sewer �-'��' 1 � h� ;�. , �i;; -��' 1 c j;; Z_ , City Sec # 43797 Totals ,674.90 ,150.00 � 660.00 312,142.00 $99,569.50 411,711.50 Amount of Proposed Change Order $47,169.50 $25,950.00 $26,450.00 RevisedContractAmount $3,383,826.60 $707,774.90 $320,110.00 Original Funds Available for Change Orders $77,892.03 $31,733.75 $15,721.20 Remaining Funds Available for this CO $49,492.03 $0.00 $0.00 Additional Funding (if necessary) $25,950.00 $26,450.00 CHANGE ORDERS fo DATE (INCLUDING THIS ONEJ AS % OF ORIGINAL CONTRACT MAX ALLOWABLE CONTRACT AMOUNT (ORIGINAL CONTRACT COST + 25%) $125,346.98 $49.492.03 4.71 % $5,266,615.00 465 25 30 520 JUSTIFICATION (REASONS) FOR CHANGE ORDER The placement of a 4' X 8' Box Culvert along Lincoln avenue at 21 st dictatetl that the intersection be closetl to vehicular traffic. Two schools ar on west sitle of the intesection, Jara Elementary School & Eltler middle school, to maitain pick up and drop off traffic route, a temporary cut off tthrough Jara Elementary school was put in place. Excavation, fill material, flex base, temp pavement were neetled. A temp fence & a gate where put in place to close off temp route as the intersection of Lincoln avenue & 21st street is open to through traffic.` I�fhe course of excavating water, sewer & the box culvert, large amounts of large rocks were encountered. Replacement back fill was neetletl to facilitate compaction. , , , � �. � r '. . ,_ ,1 J �n „ , , ' � �%� ) �' ��r: < I`�� ' � ' % It is understood and agreed that the acceptance of this Change Order by the contractor constitutes an accord and satisfaction and represents payment in full (both time and money) for all costs arising out of, or incidental to, the above Change Order. , 257.10 Contract Time y r `�`` . �/ i, L L��;','1 �;v l � �� i� r e ,.yy ` �.�,: -F /' . . f�. r� FbRT WORTH � ._ _� Project Name Client Project #(s) F 2007 Critical #00961-#00956 City of Fort Worth Change Order Request cil District 2) DOE 5913/5914 Sewer Projectl Water & Sanitary Sewer Improvements, Street Reconstruction & Storm Drain Improvements I Description Contractor Stabile & Winn, Inc. Change Order# �2 Date 5/7/2013 City Project Mgr. Khal Jaafari, P.E. Ciry Inspector Richard Salazar Dept. Original Contract Amount Extras to Date Credits to Date Pending Change Orders (in M&C Process) Contract Cost to Date Amount of Proposed Change Order Revised Contract Amount Original Funtls Available for Change Orders Remaining Funds Available for this CO Additional Funding (if necessary) TPW 08,257.10 28,400.00 36,657.10 47,169.50 77,892.03 49.492.03 Water i34,674.90 547,150.00 i81,824.90 $31,733.75 $0.00 11 20,110.00 15,721.20 CHANGE ORDERS to DATE (lNCLUDING THIS ONEJ AS % OF ORIGINAL CONTR,4CT MAX ALLOWABLE CONTRACT AMOUNT (ORIGINAL CONTRACT COST+ 25%) Yu� 25 �•1 520 JUSTIFICATION (REASONS) FOR CHANGE ORDER The placement of a 4' X 8' Box Culvert along Lincoln avenue at 21st dictatetl that the intersection be closetl to vehicular traffic. Two schools are on west side of the intesection, Jara Elementary School & Eltler middle school, to maitain pick up antl tlrop off traffic route, a temporary cut off tthrough Jara Elementary school was put in place. Excavation, fill material, flex base, temp pavement were needed. A temp fence & a gate where put in place to close off temp route as the intersection of Lincoln avenue & 21 st street is open to through traffic. �I the course of excavating water, sewer & the box culvert, large amounts of large rocks were encountered. Replacement back fill was neetletl to facilitate compaction. It is understood and agreed that the acceptance of this Change Order by the contractor constitutes an accord and satisfaction and represents payment in full (both time and money) for all costs arising out of, or incidental to, the above Change Order. Contractor's Company Name Contractor (Name) Contract�Signature � Date Stabile & Winn, Inc. � Assistant Director Assistant Ci Date Project M , Date Director, Date Assistant Council M&C Number iretl �' ��_ ///]]]f � � 1 � ...-.��`( kY i City Sec # 43797 Totals 850.00 142.00 $4,411,711.50 $125,346.98 $49,492.03 $52,400.00 4.71 % $5,266,615.00 Date Date Date M&C Date Approvetl � . �, ; Contract Time ,t, ,-'6 ,�:. ,; e( � �� ..�' 1' 1' City of Fort Worth Change Order Request -,fi? � f 1 � � � Project Name 2007 Critical Capita Project (Council District 2) DOE 5913/5914 City Sec # 43797 Client Project #(s) #00961-#00956 Water & Sanitary Sewer Improvements, Street Reconstruction & Storm Drain Improvements Contractor Stabile & Winn, Inc. Change Order #�2 Date 5/7/2013 City Project Mgr. Khal Jaafari, P.E. City Inspector Richard Salazar Contract Time Dept. TPW Water Sewer Totals CD Original Contract Amount $3,308,257.10 $634,674.90 $270,360.00 $4,213,292.00 465 Extras to Date $28,400.00 $47,150.00 $23,300.00 $98,850.00 25 Credits to Date Pending Change Ortlers (in M&C Process) Contract Cost to Date Amount of Proposed Ch Revised Contract Amount 7. 1,824.90 11 Original Funds Available for Change Orders $77,892.03 $31,733.75 $15,721.20 Remaining Funds Available for this CO $49,492.03 $0.00 $0.00 Adtlitional Funding (if necessary) $25,950.00 $26,450.00 CHANGE ORDERS to DATE (INCLUDING THIS ONEJ AS % OF ORIGINAL CONTRACT MAXALLOWABLE CONTRACTAMOUNT (ORIGINAL CONTR,4CT COST+ 25%J JUSTIFICATION (REASONS) FOR CHANGE ORDER $4,312,142.00 $99,569.50 $4,411,711.50 $125,346.98 $49,492.03 $52,400.00 4.71 % $5,266,615.00 �•� 520 The piacement of a 4` X 8` Box Culvert along Lincoln avenue at 21 st dictatetl that the intersection be closed to vehicular traffic. Two schools are on west side of the intesection, Jara Elementary School & Elder midtlle school, to maitain pick up and drop off traffic route, a temporary cut off tthrough Jara Elementary school was put in place. Excavation, fill material, flex base, temp pavement were needed. A temp fence & a gate where put in place to close off temp route as the intersection of Lincoln avenue & 21 st street is open to through traffic. I the course of excavating water, sewer & the box culvert, large amounts of large rocks were encountered. Replacement back fill was needed to facilitate compaction. It is understood and agreed that the acceptance of this Change Order by the contractor constitutes an accord and satisfaction and represents payment in full (both time and money) for all costs arising out of, or incidental to, the above Change Order. Contractor's Company Name Contractor (Name) Contract Signature Date Stabile & Winn, Inc. Inspector/Inspection Supervisor Date Project Manager/Program Manager Date Assistant Director (Dept) Date Director, Contracting Department (Dept) Date Assistant City Attorney Date Assistant City Manager Date Council Action (if required) M&C Number M&C Date Approved � ,,`� N i s� o� �Q "L L � � � � o� d � � U � � t U x �- x 3 F � � � � � M d' � U N � -�` U � � � M � � w � 0 0 �U C � � U U � O 0 N � � f� z U N 'o a � � rn 0 O �k � rn O 0 � � U � .o � c a� U � c a> E a� > 0 Q � C .� 0 E �n � � 0 U 7 N � 0 U � � N N �n � � � � N > O Q � N � N � i c� .� c� � ot5 a`� i� � � 0 .Q U � � � U a� .o d M O N O 1 N i� 0 c� N (C f1S N � a c� � a`� v O a� � C ('CS .0 U U C c c � � a> :fl � CA 0 U � C O U `o U � Q N c .� CU W � .� (� c� � � Y � � U � �O o.. �, CU �n z 0 � ❑ � a 7 N �r- O N N bJ0 � a � c 0 '� � � ¢ � a� � L � � � � � � U N i �� O � � 0 � L � � u., a � O � � � U= � i V � z 3 i— :G r� � � rn ti M �' � U � :�� A U � W � � U � 0 N U � O 0 N � � � O O � � � O 0 � N �k � U z .� 0 N � 'o c � � U N G N � > O Q E c 'm � � � � � 0 U � � � U � � � � � � � � � > 0 a � � � � � � (6 C (O C� � � � O .Q U N 0 U a� 'o � M O N ti � a� m 0 id ia N � a ca � U � � d � � � O � U c a� m Q U� c �, U CII� � � � � � � Cn Y O � U � � � U O � U "o a. .-T-� U � 0 � O C c T N 4- O � v tL0 to a � � 0 � a� a, � N � 0 v q0 C lV t U � z O H W J W ❑ N a- O N N OA f6 n. � c 0 +� v a� 0 � a� � L � �' � � � � U C � � 0 � O S m � O � � � N � � -� � m � m � v � v < v � v 0 � -� � r� � � � 0 r+ s cu � v G fD Q 0 � � � ro � � � o� o' v�i I o v�, I �n � � U'I I--+ W Ql < < 0 7 (D O � 0 N n � � �� r-F � � 0 � s 0 0 � � 0 � v �' n. v v < v � v o' 7 � r� � � � n S � (D � (D � O 0 � � ro r+ o' � Irn � � l/') I-� Ol (/'� rn m x n ru �o V N O O W D Q � � o' � � � � Ql < D � � � u' � I u� F-� �n � N � < D Q � r+' o' � � ll'� I--� � N rn m x � �o � V N O O W v� Oq 3 � f1 m 3 't O N � O � � C � [� O � v � � � 0 � 0 � n C � f�D 7 (�D � G m � O� 3 v 7 (D N � ru� < fD � O 7 O � m x n (D 0 � -_�; � 0 c � v < m � � �' � 0 � � 0 0 � �' � � � n� � �� , N � O � d r-r m x f� � --I � � !�D N v C � N � N � s r� 0 � rt 0 � � �o a� � v n m � � m � 0 � r� 3 �' � � �' � O � � O O T." 7 � S fD O 0 � 7� � rD N h C N � �� ' � 0 � a 0 0 � � m � 0 � c � � 0 � �D Q. � � ro � � ro� < fD � N O � � O --n � O � O 3 O tn 7 1--� � �� N �p \ � N � O � F� 0 W � N F+ � X � A O � � � � a � � � fD � O r� O v v � n 0 v � 0 � n s � � uo � O o. m � x� N v 0 m � � � w � O D � � � � `m � E� � � � � Q 0 � � � � � rn � � O � 0 0 0 � 0 0 0 C7 4� 4� G� 4� � m /N� ^N � W/� N/-�� UNt �� O(��/��/� /v��/� U/W�7 /A� W/� /N� 0 N� � � l/ `1 V lI lJ ''� l! lJ lI l/ tJ lJ \! l/ l♦ lJ � j'� O O N O O t t N O O O O O O O O O O N s s U �� m�� N N m-��' -��' N N N N N N N N m v N � � � m 3 m m r'c' � m� a m m� w rn X � m m� o�zv o�� v� �.o � o=� v�� a Q� y� Q �• �• � Q�� m� m D x°1 z�• z• m � � a a fn � C� W m D � �� - � �- � m m � � o �� _ � � sp c�n Sp G� m m � m--� tn N m m m-� v m�� v� fD -o m � �. �- �D rn ,� � m �. �D a � C� v — °1 � 'm m v� rn 3 =n oo v N sp o m� v n� � � � S � � � o � = m � fl- � Cn � � � o � D � � ..n�« = D D � Qo � � � � � ..n�.. �� D � a °' �� n fD m p� v � m � � N �. � n 3 v ' � � _ - nl m N m ["1 _ a. - � O O O O n � � � U1 O O �J (D O O O O O O O O : -C � D O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O �-: '� -� f� Cn (n D -C ': Cn .A N W -• O O D D n O � N .-no Eli � � E9 H� (� ffl tfl � N N b9 -' EA tfl tfl (fl ffl O W ffl ffl W C4 U7 --� N ffl ffl OD O N �� O O -� -� � O O O O W N O O O � J �J � O O � V O O O O O 0� O O O O O O O O O O o o p O o o O O O O q O o .t� O O � 0 � � CJi O -i A � Q � � � � 0 � Q Q 0 � O V O O � � 0 0 O � � � � tn -� rn � o a.i -� -� 0 0 0 0 -> o o n� oo rn 0 0 0 o cfl o o-� -� -� -• �.i ao -� O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O .A N O O C � C � '0 O� (D ri � 3 l/ O N � _ D Z � n m O O `"' v m � � � 7 � :�, N N s O O C�1� O�� O O N OD � � O) 0 � 0 � � � � � 1.� .�.1 .�.1 � V � � W W . . . . . . . . . . . . . . . . . . Q � � � � 0 0 0 � � � 0 � � 0 0 0 � � � Q � � 0 0 0 0 0 � 0 0 0 � � � � o m � < � �. � �- �, ,� , Stabile & Winn, ('onrrcte I'�tt'in� and ('��nstrurtion Richard Salazar City of Fort Woith 1100 Throckmorton Street Fo�t Worth, Texas 76102 RE: District 2 Groups 2D & 2E — City Change Order #2 Dear Mr. Salazar, Inc. December 17, 2012 The following change order items are being requested by Woody Contractors due to some unforeseen jobsite conditions on the above referenced project. During the removals for the utility installation they have discovered 4° to 8" of concrete under the existing HMAC paving. The bore logs (B-49 — B-57) show HMAC only with the exception of b�re 50 & 55. These two bore logs show concrete under the HMAC on Lincoln between 21 S' & 22"`' streets only. Currently they have incurred concrete on Lincoin from 16"' to 21 y', which the boring logs did not show. They are proposing extra width temporary HMAC repair because it is cheaper than sawing and there is water, sewer, & storm lines all in the same block. The acceptable backfill items are required due to two different scenarios tf�ey have experienced causing the existing materiai to be unacceptable for backfill. One being the existing rock material located within the proposed trench lines and secondly the existing sanitary sewer was backfilled with gravel all the way up. No. Description GROUP 2E DRAINAGE SECTION 40 E�ra Width Ternp. HMAC Repair 41 Acceptabfe Backfill Material GROUP 2E WATER SECTION 32 Extra Width Temp. HMAC Repair 33 Acceptable Backfill Materi�l GROUP 2E SEW ER SECTION 21 E�ra Width Temp. HMAC Repair 22 Acceptable Backfill Material TOTAL CHANGE ORDER AMOUNT Estimated Quantity NEW 1,000.00 SY NEW 2,000.00 CY NEW 650.00 SY NEW 300.00 CY NFW 500.00 S'Y NEW 2,500.00 CY nit Price $17 00 $16.50 $17.00 $1 G.50 $17.00 $16.50 �ension $17,000 00 $33,000.00 �1 1,050 00 $4,950.00 �a8,500.00 �41,250.00 5115,750.00 Please keep in mind these are estimated yuantities only and the actual amounts will vary. At this time f am requesting an additional 30 calendar days for this extra work. If you have any questions please call. Sincerely, � _ / `� _ � `� Jerry FTenderson, P.E. Vice President Stabile & Winn, Inc;. ' P.O. Box 79380 " Saginaw, Texas 76179-0380 " Office 817.847.2086 " Fax 817.847.2098 �, `` ` Stabile & Wi nn , Concretr t'�►��in� ancl C'��nstructi��n Richard Salazar City of Fort Worth 1100 Throckmorton Street Fort Worth, Texas 76102 RE: District 2 Groups 2D & 2E — City Change Order #2 Dear Mr. Salazar, Inc. December 17, 2012 The following change order items are being requested by Woody Contractors due to some unforeseen jobsite conditions on the above referenced project. During the removals for the utility instailation they have discovered 4" to 8" of concrete under the existing HMAC paving. The bore logs (B-49 — B-57) show HMAC only with the exce�iti�r� ofi bore 50 & 55. These two bore logs show concrete under the HMAC on Lincoln between 215` & 22�� streets only. Currently tf�ey have incurred concrete on Lincoln from 16"' to 215�, which the boring logs did not show. They are proposing extra width temporary HMAC repair because it is cheaper than sawing and there is water, sewer, & storm lines all in the same block. The acceptable backfill items are required due to two different scenarios they have experienced causing the existing material to be unacceptable for backfill. One being the existing rock material located within the proposed trench lines and secondly the existing sanitary sewer was backfilled with gravel all the way up. No. Description __ Estimated Quantity Unit Price E�ension GROUP 2E DRAINAGE SECTION 40 E�Ara Width Temp. HMAC Repair 41 Acceptable Backfill Material GROUP 2E WATER SECTION 32 Extra Width Temp. HMAC Repair 33 Acceptable Backfill Material GROUP 2E SEWER SECTION 21 E�ra Widih Temp. HMAC Repair 22 Acceptable Backfill Material TOTAL CHANGE ORDER AMOUNT NEW 1,000.00 SY NEW 2,000.00 CY NEW 650.00 SY NEW 300.00 CY NEW 500.00 SY NEW 2,500.00 CY $17.00 $16.50 $17.00 � 16.50 $17.00 $16 50 �17,000.00 �33,000.00 � 1 1,050.00 $4,950.00 58,500 00 $41,250.00 5115,750.00 Please keep in mind these are estimated quantities only and the actual amounts will vary. At this time i am requesting an additional 30 calendar days for this extra work. If you have any questions please call. Sincerely, � � � --- -- - � Jerry Henderson, P.E. Vice President Stabile & Winn, Inr,. � P.O. Box 79380 ' Saginaw, Texas 76179-0380 ' Office 817.847.2086 " Fax 817.847.2098 PROJECT SUMMARY SHEET (Change Order Attachment) PROJECT NAME: CS. No.: D.O. E. No.: Attachment to Change Order No.: Today's Date: Original Contract Amount: Extras to Date: Credits to Date: Contract Amount to Date: Amount of Proposed Change Order: Revised Contract Amount: 2007 Critical Capital Project 2D & 2E 43797 5876 2 6/11 /2013 t ��_�'td� � �(� .5 , n . ,`atl.�' TOTAL $ 4,213,292.00 $ 98,850.00 � - $ 4,312,142.00 $ 99,569.50 $ 4,411,711.50 TPW �'�:;p: ,bi�;;°`�" $ 3,308,257.10 $ 28,400.00 � - $ 3,336,657.10 $ 47,169.50 $ 3,383,826.60 Contingency Funds Avail. for Admin. Change Orders: $ 125,346.98 $ Remaining Funds Available for Change Orders: $ 198,419.50 $ Additional Funding (if necessary): $ (73,072.52) $ 77,892.03 75, 569.50 2,322.53 Water 634,674.90 47,150.00 � 681,824.90 25,950.00 707, 774.90 31,733.75 $ 73,100.00 $ (41,366.25) Sewer 270, 360.00 $ 23,300.00 � - 293,660.00 26,450.00 320,110.00 15,721.20 $ 49,750.00 $ (34,028.80)