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HomeMy WebLinkAboutContract 44846-CO2 (2)C�TY ��Ci�'l� � FC"R'f wORTH�� City of Fort Worth �Q{�'T'¢'�� N0, �Ir"�� `�� � �� �_ Change Order Request Project Name Historic Handley Urban Vallage City Sec # 44846 Client Project#(s) GR74-022302591, CPN 01834 Projec Descriptio : Pedestrian Construction and Streetscape Improvements on East Lancaster Avenue between Forest Avenue and Handley Drive Contractor The Fain Group, Inc. Change Ortler #�2 Date 0 311 712 0 1 4 City Project Mgr. Dena Johnson City Inspector Adilda Cazorla Dept. Original Contract Amount Extras to Date Cretlits to Date Pending Change Orders (in M&C Process) Contract Cost to Date Amount of Proposed Change Order Revisetl Contract Amount Original Funds Available for Change Orders Remaining Funds Available for this CO Additional Funding (if necessary) TPW Water Sewer 277,741.55 $14,620.00 292,361.55 $8,097.45 $0.00 $( 300,459.00 $27,774.16 $13,154.16 CHANGE ORDERS to DATE (INCLUDING THIS ONE) AS % OF ORIGINAL CONTRACT MAX ALLOWABLE CONTRACT AMOUNT (ORIGINAL CONTRACT COST + 25%) JUSTIFICATION (REASONS) FOR CHANGE ORDER Totals Select Day Ty� $277,741.55 55 $14,620.00 12 $292,361.55 67 $8,097.45 5 $300,459.00 72 $27,774.16 $13,154.16 8.18% $347,176.94 The change order will provide for the following: The construction and installation of the electrical service pedestal TY A at Forest Street and East Lancaster Avenue in order to facilitate the decorative light poles along the sidewalks on the south side of East Lancaster Avenue .At the time of the contract, the City specified a pedestal that was no longer carried on City inventory. The contractor will construct and install the pedestal via this change order.The construction and installation of planter pot inserts (CWM) on East Lancaster Avenue. The CWM insert is a better fit for the rectangular exterior pot to be utilized on this project. The installation of a push button pedestal at the corner of E andley in order to comply with ADA requirements. The removal of two street light poles that were found to be severely det tQd�il�i construction on Handley. The contractor offered to install brick oaoo pa�s�s�rr�FiE e xured concrete at no additi .`19�i c will also include additional five working days requested by ��t���tg���+�� lieve the contractor's req is �ir an r onabl�� �� � 1— S o �: �f��6tEY'Afd�1 t, � . a � ��l ,ii it�i�mc�ersfood and agreetl that the acceptance of this Ch Q�t� ctor c�c�ist�tLt�"��I�ri��at��t��presents payment in full (both time and money) for all costs arising out o, <i�t�l�fi o, the above Change Order. � � � v� v� � U N � A U N C O� �� Q '� L o� � -� �o 0 �� �� U� c� � U �r 0 N ti ('7 O � cv � cv 0 N N tt3 U c� -o �k Q a`� a O a> o a� i� c a� ccs � .� �n U � � v � Z 0 � 0 nQ — — — .. — — — — — — . .. � .- . � :. � -- - - � � � .. � � � � � � � • � � .• _ -- -- -- -- — � � � � � � � � � ` • � .� � • � : . . . . . . � . : . . ., : . � � � . � � ` . � � . , , � � �, • � � � � .. . � � � � � ► � � � � � .. . .. .. .. � � . . • � • � � W �,. � m � � � � _ � o � � z = � � o � U �v � � L c � � � Q � � U � � R3 N C C7 C = N ccs � -� V �i � (O � � � � S U' � F— � x � � � o p � a�i �� � z O .� � � � � 'o � o w � v 'o � 0 U N O U � � � �O � � CU N 4�- � N � bA cv d � C O .� � � Q L � � L 0 � � � � � U � v� � �r d- v� � o ] N � ~ � N O U � a � � >-. � = a� C � 'o �y m � N � c > � Q o � N U a> o � � .a c — � � Q � � N � � � � � O � m U c � ro � Q � � U � N � � � � U U S � � � J �p � � W � -� s. o J p � � W LL � � 0 � � a�i � � � U� � � �- U � � � � � � � -a � _ � o � � z = � � o -o U � � � � c a�'i � � �- � � U � � ca N c C7 c = N � � O V � � �� � V�' LL = C� d F�- � x � � � o o � " Z � � � � U H � � � � -o � o �O a' U a�i 'o � o �, U � ca C V O •� U � � � U � 0 0 0 � O CO t[7 I� M �- C Efi = v W W 0 0 � � T N �t�- O c-i N � t6 d � � O .� �- � v v 0 a� -� O N h( C � � � � 0 d � o .c � c O � � N � � N U N .N C +_� O Q �� ��� Q ��� � � Q (� U � '� N � o � � W J �' o 0 0 O N N " Oj d' N � (D � N 4- � N N M !O d N C O .� N N 0 L � � L � � � � � � U Previous Change Orders co# DATE AMOUNT Total $0.00 '' MIWBE Breakdown for this Change Order . ■ FAIN Building Relationships Constructing FuWres P.O. Box 750 Fort Worih, TX 76101 617-927-4386 617-927-4389 Fa�c vnv�v.faingp.com April 10, 2014 Subject: Handley Urban Village (CSJ: 0902-48-558) CO 2 Attachment In reference to number 1 through 5 on form 2146-L, this change order will allow for the construction and installation of the Electrical Service Pedestal TY A at Forest street of Lancaster Ave. It is necessa►y to construct the pedestal (9608) in order to facilitate the decorative light poles along the sidewalks on the south side of East Lancaster Ave. When the contract was awarded, the City of Fort Worth specified a pedestal that they no longer carried in their inventory. However, the subcontractor informed all parties involved during the pre-construction meeting that they could provide the specified pedestal thus not delaying the project. The City has agreed and accepted the proposed bid amount submitted by the contractor for the above said work and undeistands the rules and regulations set forth by the TXDOT Average Low Bid Unit Price Statewide (Average B). It should be noted that the pricing on page 1 of 2 on Table B of the TXDOT's change order does not reflect the labor burden nor the OHP figured into the supervision and skilled labors pricing. To account for this it would put the average low bid unit pricing well above what is recommended. The difference being $1053.07 thus making that total requested for the change order $4553.07 On another note, due to the design of the handicap ramps, it was necessaiy to install a push button pedestal at the corner of E. Lancaster and Handley to insure ADA compliancy. At first, we were advised that the City of Fort Worth would be installing the pedestal. Upon fin�ther review, the city requested that Faiu Group complete the work thus delaying the project. Also noted thatduring the demolition phase of the piroject, detector loops were damaged at the inteisection of E. Lancastei• and Handley. This was not indicated on the plans nor was thei•e a bid item to repait•. Again, we were advised that the city would repaii• the detector loops and tlien directed to have the i•epairs done by the contractoi•. In reference to numbei• 1 on form 2146-L, this cliange order will allow for the constiuction and installation of the Planter Pots Inserts (CWM) on Lancaster Ave. When Greenscaping was placing the order on the planter pots, the representative noted that the CWI which is a specified insert to the planter pots was not the correct insert. The representative recommended the CWM insert which is designed for this rectangular exterior to be used. With that being said, there is a price difference between the CWI and the CWM insert of approximately $200.00 thus making the total $1200.00. Three inserts per planter pot. The City has agreed and accepted the p1•oposed bid amount submitted by the conh•actor for the above said work and understands the rules and regulations set forth by the TXDOT Average Low Bid Unit Pcice Statewide (Average B). Due to the nature of the work involved, the contractor respectfully request 5 working days to complete the added items. The city is in full agreement with the conh�actors request for the additional working days for time, material and equipment that will be necessa�y to complete the added items, (9608) in a timely and proficient manner. Sincerely, �/--> ( ��— - Rod Lacy PM Fain Group Newton, Patrina From: Johnson, Dena Sent: Thursday, May 15, 2014 4:25 PM To: Newton, Patrina Subject: FW: Handley Brick Pavers fyi From: Rod Lacy [mailto:RLacyCa)fai�p.com] Sent: Monday, March 24, 2014 10:15 AM To: Johnson, Dena Cc: Cazorla, Adilda; Newton, Patrina; Thomas Altamirano Subject: Handley Brick Pavers Good Morning Dena, Of course, the bricks that the city has does not match the existing on Handiey. We have a couple of options, 1.) Remove all the pavers on site and replace with pavers the city has in stock. (With your approval) or 2.) Try and match the existing pavers with a stamp of your choosing. The bad thing about this is the patterns of the stamp will be off of what is existing. If they don't have the stamp, we would have to order it and that could take up to two weeks, not to mention the pattern not matching nor the color. The spec states to make a mock up for your approval. To save time and money, can we discuss our options. If we have to order the stamp, it will be around $200.00 plus the time to wait. The existing pavers are stacked on top of each other where is the stamps have a joint in between. This may not be an issue but the overall appearance will look different. Thomas is going to try and get a sample of the bricks that the city has for you to look at. This might be an option. I will let you I<now. Thanl< you, Rod Lacy Fain Group « » Untitled (976.OKB) Untitled (1.7MB) (2.7MB) Newton, Patrina From: Johnson, Dena Sent: Thursday, May 15, 2014 4:30 PM To: Newton, Patrina Subject: FW: Handley Brick Pavers fYi From: Rod Lacy [mailto:RLacyC�faingp.com] Sent: Thursday, March 20, 2014 5:30 PM To: Johnson, Dena Cc: Newton, Patrina; Cazorla, Adilda; Thomas Altamirano Subject: Handley Brick Pavers Dena, As we spoke about earlier, we will set the brick pavers in lieu of the stamped concrete for the handicap ramps at Handley for the same bid price as before. There will be no addition or subtraction to account for. We thinl<that this will give an overall better appearance to the project with the existing pavers all ready in place. With that being said, I spolce with Thomas about a half an hour ago and the existing street pole on the NE corner may have to be raised so the bricks can lay evenly. I have a meeting in the morning then I will go to the site and see what adjustments have to be made. I will keep you posted as to what I find. This corner has been a challenge for us to say the least, but we will figure it out. Have a good evening. Rod Lacy Fain Group 628 2004 ELC SRV TY A 120 / 240 EA 1.000 4,286.40000 1.000 4,286.40000 1 060 (NS) SS (E) PS (U 628 2014 ELC SRV TY A 240 / 480 EA 1.000 4,924.80000 1.000 4,924.80000 1 060 (NS) SS (E) GC (O 628 2016 ELC SRV iY A 240 / 480 EA 1.000 5,700.00000 1 060 (NS) SS (E) PS (U 628 2018 ELC SRV TY A 240 / 480 EA 5.000 4,200.00000 1 060 (NS) SS (E) SP (U 628 2074 ELC SRV TY D 120 / 240 EA 2.000 5,485.00000 2 060 (NS) SS (E) PS (U 628 2100 ELC SRV TY D 120 / 240 EA 1.000 3,490.00000 1 070 (NS) SS (E) SP (O 628 2147 ELC SRV TY T 120 / 240 EA 8.000 2,202.31250 3 000 (NS) GS (NJ SP (0 628 2158 REMOVE ELECTRICAL EA � 2.000 100.00000 1 SERVICES 628 2172 ELC SRV TY D 120 / 240 EA 3.000 3,916.66667 2 060 (NS) SS (E) SP (0 628 2202 ELC SRV TY D 120 / 240 EA 2.000 4,500.00000 1 060 (NS) AL (N) SP (O 628 2232 ELC SRV TY D 120 / 240 EA 2.000 4,260.00000 2 070 (NS) AL (E) SP (O 628 2312 ELC SRV TY A 120 / 24D EA 1.000 6,500.00000 1 100 (NS) SS (E) PS (U 628 2317 ELC SRV TY D 120 / 240 EA 2.000 4,500.00000 1 060 (NS) AL (E) SP (U 628 2346 ELC SRV TY D 120 / 240 EA 4.000 4,625.00000 2 060 (NS) AL (E) SP (0 636 2001 ALUMINUM SIGNS (TY SF 61.500 21.02000 793.000 20.95705 11 A) 636 2002 ALUMINUM SIGNS (TY SF 108.000 35.22000 3,255.250 22.43791 7 G) 636 2003 ALUMINUM SIGNS (TY SF 5,457.250 22.15518 12,292.500 20.44148 5 O) 636 2007 REPLACE EXISTING SF 68.250 25.56777 3 ALUMINUM SIGNS (TY A) 636 2009 REPLACE EXISTING SF 269.000 19.67000 1 ALUMINUM SIGNS (TY O) 644 2001 INS SM RD SN SUP & EA 17.000 301.44000 44.000 412.09045 7 AM TY 108WG (1) SA IP) 644 2002 IN SM RD SN SUP & AM EA 4.000 468.74000 10.000 629.49600 3 TYIOBWG (1) SA (P - BM) 644 2004 INS SM RD SN SUP & EA 12.000 349.69333 14.000 366.28571 2 AM TY lOBWG (1) SA (T) 644 2006 IN SM RD SN SUP & AM EA 3.000 467.40000 7.000 548.88571 3 TY108WG (1) SA (U) 644 2007 IN SM RD SN SUP & AM EA 11.000 475.09091 3 TYlOBWG (1) 58 (P) 644 2010 IN SM RD SN SUP & AM EA 1.000 385.23000 3.000 528.41000 2 TYlOBWG (1) 5B (T) 644 2013 IN SM RD SN SUP & AM EA 1.000 961.83000 1 TY106WG (2) SA (P) 644 2022 IN SM RD SN SUP & AM EA 12.000 680.00000 1 TYS80 (1) SA (P) 644 2023 IN SM RD SN SUP & AM EA 3.000 735.00000 1 TY580 (1) SA (P - BM) http://www.dot.state.ta.us/insdtdot/geodist/ftw/cserve/bidpi•ice/s_0601.htm OS/13/2014 TITLE: City of Fort Worth Handley Urban Village ELC SRV TY A 12/240 060 Additional FAIN Labor Items: Crew Unit Hours Supervision � Eq g $ Skilled Laborers 3 EA 8 $ Subtotal FAIN Labor: Burden @ 15%: Total FAIN Labor: PCO Item: 22005 CO#2 Labor Labor Rate Cost 42.00 $ 336.00 10.65 $ 255.60 $ 591.60 $ 248,47I Addiiional FAIN Material Items: Quantity Unit Unit Cost Material Cost Concreie Pad for Pedesial 0.5 SY $ 79.00 $ 39.50 2x4x10 Lumber 1 EA $ 4.22 $ 4.22 $ - $ - Total Material: $ 43.72 Additional FAIN Unit Hours Subtotal FAIN Equipment: Total FAIN Eauipment: Equipment Unit Equipment Cost $ - $ - $ - $ - � _ Additional Subcontractor Items: Quantities Unit Unit Price Total. Bean - ELC SRV TY A 120/240 060 1 EA $ 3,000.00 $ 3,000.00 (NS)SSCPS(U) 0 $ _ $ _ � $ - $ - � $ - $ - 0 $ _ $ _ � $ - $ - $ - $ - $ - $ - Total Subcontractor Items: $ 3,000,00 Summary of Costs Total Items: 10% Overhead 5% Profit Bond - �1,5% Subtotal Subtotal UNIT PRICE $ 3,883,79 $ 388.38 $ 4,272.17 $ 213.61 $ 4,485.78 $ 67.29 4,553.07 0 �� � Z � O � O 0 � N \ O N r-I a � � � � � U 'i � U GJ W � Cf' O O N N l0 � �. � re�: I i I ���. ��_ � .:. i _ - - \ 1 l ;� �' s ���ro� �t� w� T� A � -�'. � �� ^:. � ti , LE', �-t �-, �t',k4��. � ' r• . e `� , ��;�� i �, ,,, � ;• ';;��jIL���� i� '" ' .�� �: ��ii�l �� � � �.• �i��1.;;.r��� ����'� \ �: a . � �2� �, � �� �'9 j� ,; . , `' � ,�" � � :t�w � u � `_� +' '°``+: t' / I �.. r'� • r,*,��r } �� ��. . . - _ � f' *5' � r, S 1n �- /- ��;'. -� - . � '� : � itj . � .��� ;•,,��� _ � j �'�,r� �� � � -�.,�j , i — ' �' �'' � - , - � � .•'`I . �:. . ��,� ''ti .. ._ �'��"i.- --�'� _ � � � !i � 1 �;' ! d7� � F ' � ._�t. . �_ � 4 . .,� t � �� �� � �� ;.�t ' . , �,. �'�, - � � 1 ��1• s� Y �- _ - �i I �ii . � � j' �'"~r -'�j . � ��,: _ �I ' , `.� �, � i � ' � ` �i1�,� � � ' �� -� . • ��.:,r� .. '- ��' `..� �'�t��a;,'.�,� + �: , '' �: ;�, i ��. � , � �. i i• � � � '� , :14 ' �S f �,d.�. .:;.}'' _ �_' — — —'� — �' _.���ri> _. �,L 512 2035 PORT CTB LF 9,220.000 6.58425 5 (STKPL) (LOW PROF) (TY 1) 512 2036 PORT CTB LF 520.000 10.77077 5 (STKPL) (LOW PROF) (TY 2) 512 2038 PORT CTB LF 420.000 15.00000 540.000 15.00000 2 (REMOVE) (SAFETY SH) (TY 2) 512 2040 PORT CTB LF 3,645.000 5.00000 1 (REMOVE) (SNGL SLP) (TY 1) 512 2049 PORT CTB (DES LF 12,000.000 6.11008 2 SOURCE) (F- SHAPE) (TY 1) 512 2050 PORT CT8 LF 3,360.000 3.75000 1 (MOVE) (F- SHAPE) (TY 1) 512 2051 PORT CTB LF 17,310.000 1.82738 2 (STOCKPILE) (F- SHAPE) (TY 1) 514 2017 PERM CONC TRF LF 260.000 198.61000 520.000 187.80500 2 BARR (F - SHAPE) (TY 3) 514 2051 PERM CONC TRF LF 96.000 198.55000 1 BARRIER (SPL) (iY 3) 528 2001 COLORED SY 2,012.000 47.00000 2,064.000 52.90845 2 TEXTURED CONC (4��) 528 2004 LANDSCAPE SY 262.000 155.05344 3,558.000 66.99944 4 PAVERS 529 2002 CONC CURB (TY LF 25.000 30.00000 1 II) 529 2004 CONC CURB & LF 7,972.000 18.55448 7 GUTTER (TY II) 529 2006 CONC CURB LF 17,116.000 4.00000 33,315.000 2.91711 5 (MONO) (TY II) 529 2009 CONCRETE CURB LF 96.000 21.50000 121.000 22.22314 2 ' (SPECIAL) 529 2021 CONC CURB LF 285.000 22.00000 1 (DOWEL) (REINF) (TY II) 529 2047 CONC CURB LF 734.300 41.40756 3 (TYPE II - B) 529 2052 CURB AND LF 610.000 23.60820 2 GUTTER(TYPEI- C) 529 2056 CURB AND LF 78.000 24.42000 1 GUTTER (TYPE II - B) 530 2004 INTERSECTIONS SY 888.000 63.21847 3 (CONC) 530 2005 INTERSECTIONS SY 18,172.520 22.44558 9 (ACP) 530 2010 DRIVEWAYS SY 909.000 49.48570 8,077.400 54.12051 11 (CONC) 530 2011 DRIVEWAYS SY 56.000 30.00000 34,256.520 27.52639 15 (ACP) 530 2012 DRIVEWAYS SY 3,819.000 23.09531 2 ($URF TREAT) 530 2014 TURNOUTS (ACP) EA 19.000 1,000.00000 1 530 2017 TURNOUTS (ACP) SY 1,278.000 27.39437 2 http://www.dot.state.tx.us/insdtdot/geodist/ftw/cserve/bidpi•ice/s_OSOl .htm OS/12/2014 N L � � fB a U �L m � M O N � 00 l�D C1 � � N i O � � c� � a� � � 0 U � � � > � N '� � � _ a--+ C� � N � L U � � cB w � cn U �' � i � � � o � � � Q � � � _ � .0 � � N O � •� � � � � N � C N � � � v � � 0 A- Z Site Index � Contact Us � Espanol Driver � Business � Government � InsideTxDOT AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - FORT WORTH DISTRICT Last Update: Wednesday, April 30, 2014 ITEMS 610 2019 TO 647 2001 Items Items Bid Code Range 0100 - 0193 1003 - 1144 630 2019 - 647 2001 0216-0276 2081-2232 647 2002-6662146 0305-0361 3267-3268 6662149-684 2011 0400-0496 4013-4050 684 2030-6902221 0500-0560 5178-5926 0610-0690 6006-6834 0730 - 0738 7622 - 7622 8020-8835 April 30, 2014 Twelve Month Moving Item No Description Units Quantity Avg Bid Quantity Avg Bid Usage 610 2019 INS RD IL AM (TY SA) EA 2.000 3,000.00000 1 30T - 8(.25 K W) S 610 2025 INS RD IL AM (TY SA) EA 25.000 2,400.00000 1 40T - 8 (.25 KW) S 610 2052 INS RD IL AM (TY ST) EA 2.000 2,500.00000 1 40T - 8 (.25 KW) S 610 2053 INS RD IL AM (iY ST) EA 4.000 2,900.00000 1 40T - 10 (.25 K W) 5 610 2060 INS RD IL AM (U / P) (TY EA 8.000 1,200.00000 1 1) (:1SKW) S 610 2064 RELOCATE RD IL ASM EA 3.000 1,496.78000 2 (TRANS - BASE) 610 2072 REMOVE RDWY ILL EA 2.000 300.00000 1 ASS E M 610 2074 INS RD IL AM (TY ST) EA 2.000 3,000.00000 1 40T-8-8(15KW)S 610 2112 INS RD ILAM (TYSA) EA 19.000 2,767.45000 19.000 2,767.45000 1 30T - 8- 8(.15 KW ) S 610 2113 INS RD IL AM (TY SA) EA 10.000 2,216.93000 10.000 2,216.93000 1 308-8(.15KW)S 610 2114 INS RD IL AM (TY SA) EA 3.000 3,623.07000 3.000 3,623.07000 1 30T-8(.15KW)S 618 2008 CONDT(HDPE)(2") LF 3,255.000 5.11000 3,255.000 5.11000 1 618 2016 CONDT (PVC) (SCHD 40) LF 72.000 5.75000 1 (1 1 / Z��) 618 2018 CONDT (PVC) (SCHD 40) LF 6,991.000 6.89119 17,559.000 6.59098 16 ( Z��) 618 2019 CONDT (PVC) (SCHD 40) LF 76.000 30.49000 1,554.000 13.74089 5 (2") (BORE) 618 2022 CONDT (PVC) (SCHD 40) LF 180.000 8.38000 1,180.000 9.09903 8 (3��) 618 2023 CONDT (PVC) (SCHD 40) LF 535.000 17.63000 2,317.000 17.17282 6 (3°) (BORE) 618 2024 CONDT (PVC) (SCHD 40) LF 447.000 8.34987 2,272.000 9.38163 8 (4��) 618 2025 CONDT (PVC) (SCHD 40) LF 2,751.000 19.31678 7 (4") (BORE) http://www.dot.state.t�.us/insdtdot/geodist/ftw/csei•ve/bidpi•ice/s_0601.htm OS/12/2014 A-Z Site Index � Contact Us � Espanol Driver � Business � Government � InsideTxDOT AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - FORT WORTH DISTRICT Last Update: Wednesday, April 30, 2014 ITEMS 1003 2001 TO 1144 2001 Items Items Bid Cade Range 0100 - 0193 1003 - 1144 1003 2001-1144 2001 0216-0276 2081-2232 0305-0361 3267-3268 0400 - 0496 4013 - 4050 0500-0560 5178-5926 0610-0690 6006-6834 0730-0738 7622-7622 8020 - 8835 April 30, 2014 Twelve Month Moving Item No Description Units Quantity Avg Bid Quantity Avg Bid Usage'� 1003 2001 LANDSCAPE BOULDERS EA 49.000 300.00000 1 10142001 LANDSCAPEAMENITY EA 1.000 176,490.00000 1 1016 2001 LOOSE AGGREGATE CY 25.000 200.00000 1 FORGROUNDCOVER (N I) 10852001 DECOMPOSED SF 2,626.000 4.00000 1 GRANITE ROCK PATH 1122 2001 ROCK FILTER DAMS LF 145.000 16.00000 2,342.000 17.82446 6 (INSTALL) (TY 1) 1122 2002 ROCK FILTER DAMS LF 95.000 28.15789 8,589.000 19.06803 16 (INSTALL) (TY 2) 1122 2003 ROCK FILTER DAMS LF 197.000 35.18020 2 (INSTALL) (TY 3) 1122 2004 ROCK FILTER DAMS LF 999.000 20.25853 2 (INSTALL) (TY 4) 1122 2009 ROCK FILTER DAMS LF 240.000 8.60417 9,747.000 6.29176 22 (REMOVE) 1122 2016 CONSTRUCTION EXITS SY 1,482.000 9.00000 8,549.000 12.30337 12 (INSTALL) (TY 1) 1122 2017 CONSTRUCTION EXITS SY 156.000 12.90000 1 (INSTALL) (TY 2) 1122 2019 CONSTRUCTION EXITS SY 1,482.000 7.00000 8,705.000 6.58731 13 (REMOVE) 1122 2020 EXCAV (EROS & SEDM CY 205.000 27.10917 2 CONT, IN PLACE) 1122 2021 EMBANK (EROS & CY 102.000 42.54000 1 SEDM CONT, IN PLACE) �1122 2022 EARTHWORK (ERSN & CY 44.000 31.71091 80.000 44.86600 5 SEDM CONT, IN VEH) 1122 2024 BACKHOE WORK HR 6.750 112.84000 1 (EROSION & SEDM CONT) 1122 2026 FRNT END LOADER HR 15.000 133.33333 3 WORK (ERSN & SEDM CONT 1122 2031 SANDBAGS FOR EA 464.000 4.46552 3 EROSION CONTROL http://www.dot.state.t�.us/insdtdot/geodist/ftw/cserve/bidprice/s_1001.htm 05/12/2014 TITLE: Cityof Fort Worth Handley Urban Village PLANTER POT PCO Item: 22005 CO#3 Labor Labor 4dditional FAIN Labor ltems: Grew Unit Hours Rate Cost EA $ - EA $ - Subtotal FAIN Labor: $ - Burden @ 15%: $ - Tatal FAIN Labor: $ - Additional FAIN Material Items: Quantity Unit Unit Cost Material Cost $ - $ - $ - $ - Total Material: $ - Additional FAIN Equipment: Quantity Unit Hours Equipment Unit Equipment Cost $ - $ - $ - Subtotal FAIN Equipment: $ - Total FAIN Equipment: $ - Additional Subcontractor Items: Quantities Unit Unit Price Total. CWM insert for Planter Pots 6 EA $ 200,00 $ 1,200.00 0 $ - $ - 0 $ - $ - 0 $ - $ - 0 $ - $ - 0 $ - $ - $ - $ - $ - $ - Total Subcontractor Items: $ 1,200.00 Summary of Costs Total Items: 10% Overhead 5°/a Profit Bond -1.5% 5ubtotal Subtotal UNIT PRICE $ $ $ $ $ $ 1,200.00 1, 200, 00 1,200, 00 1,200.00 ^ � � 0 �. � � � _ � a ..� � � .� � Q v � c� U N � i c� J � e-i O O N � �-�-I O � � a� � � (D _ � CB i dJ � � O �� � c� w � � � � O � � � � a� � � 0 U +� � a� � � �� �� _ _� i .s� � � ( ' ,. � �� � k 'i � I ,. . ��� . ��'� '' �' . ,. ; .� I i i /i � ;� 1 I I � �,�1 � t�: � -; `� i ,�, �_ � > � Q Y O C Y '_ � � � o `O N � � _ � O � d � v N � N � O = L y� � U � u� N � C 7 � � � c � o in a^ li O � � � C � � •� � � �. � � F"' . : /�_, • �))�)) I1 . �` ��� . , , ��\ . 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Z Z Z y� ,�y > > > U � � Y Y Y Y Y ��5 � � � � � � z r T r r r r � � � � � � � � L�L � � � � � C �������� � Z F�I �.I � Y M , � ri � r� � / U (0 � rn .� U (O n. ro U L � a--� ro � U �L .� � �L � L � � � � O � � �}� a � C � v � 3 � � 0 W H Z � � � Y N � d' 1"'� �O � � 3 U � � � � � � � G � U U L � fl. � Qw > � w � L � Q L m Qc 0 3� O °i � U �w a� v iD _ os � � � .� � �U � � Q � M U � ;� L � U �, � � � � U !� L L � 3 � � U � � TITL.E: Cityof Fort Worth Handley Urban Village ADA Ramp & PED Push Button Relocation PCO Item: 22005 CO#4 Labor Labor �itional FAIN Labor Items: Crew Unit Hours Rate Cost Supervision 1 EA 2 $ 42.00 $ 84.00 $ - Subtotal FAIN Labor: $ 84. Burden @ 15%: $ 35. Tofal FAIN Labor: $ 119. Additional FAIN Material Items: Quantity Unit Unit Cost Material Cost $ - $ - $ - $ - Total Material: $ - Ac[ditional FAIN nt: Quantity Unit Hours E $ Unit E $ - $ Cost Subtotal FAIN Equipment: $ - Total FAIN Equipment: $ - Addiiional Subcontractor liems: Quan#ities Unit Unit Price Total. DRILL SHAFT (TRF SIG POLE)(24") 5 LF $ 135.00 $ 675.00 CONDT (PVC)(SCND 40)(2") 6 LF $ 7.50 $ 45.00 ELEC CONDR (N0.6) BARE 6 LF $ 1.25 $ 7.50 GROUND BOX TY C(162911) 1 EA $ 650.00 $ 650.00 REMOVE EX GROUND BOX 1 EA $ 250.00 $ 250.00 TRF SIG CBL (TY A)(12 AWG)(2 CON[ 160 LF $ 0.75 $ 112.50 PED POLE A5SEMBLY 1 EA $ 1,250.00 $ 1,250.00 REMOVAL OF PEDESTRIAN PUSH 1 EA $ 75.00 $ 75,00 INSTALL OF PED PUSH BUTTON 1 EA 95 $ 95.00 Total Subcontractor Items: $ 3,160,00 Summary of Costs Total Items: 10% Overhead Subtotal 5% Profit Subtotal Bond -1.5% UNIT PRICE $ 3,279.28 $ 327.93 $ 3,607.21 $ 180.36 $ 3,787.57 $ 56.81 3,844.38 � � U a� � � 0 � � � t � � a � � � N O N O l0 01 0 �. ^ � � i ;�r- -. �� s�ti.k• y ��ar=�� . + . . _ . . _.�� _ _�I�o I �. _� , � � ; � s �T� `„t y;� ^I , �� /a � � � y �; � � � � ',, ��' � � ` 1 � � � `j �� �� . � xt , r � �,-�; � �. � � ,� , � :: i ,' - }�. , �. . . - i, � j' � ;� . .'i,. . ,.�� j}+ 7 1 # �?JI .�.' y.�r � �� � � il � . �� � �" � /� �� � � I �� i � � �� � � � � 'I � s � - : � � i� �� '� � � ; � , � . � �; � .� , i _ ., � , �, , �, " ' ' � . , � i a � � � ----!----- Z --z ""'_'________�"_""'_______ "___�___W_ , � Y._'____'_"'_' a � a � � J Q Q Z W U` J W � ❑ — 1 --U ---- Z ¢ � ---------------�---Q -------- ----W --- �---',-- --- g - o- W �p w c°'i� � I w ora Q (� U= p X� Z , � , , . ; m a , _.z.----v.t-.¢ "'""""___""'_'_�I "'Q'_'___'__" '"___a'�'�_"'�" _'___' ' Q O Z J � � Z. 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Z a. � O O O O = t- Q�- p m U � p t9 U Z Q mw����� °-zw m�U ��z• -�� � o�¢wwww c�a-� � �o�o a� w� ���w �am ���� ��?- w�c�UUc�- o� �' �mac> O O O O O O O• O O O� Q� 4 O O O O O O A O O O O o cv m c�n �= r m rn: o o.- .- .- � : I cv . u� <n t� ro rn O O o o O O C7 � O O O e - N N N N N �� 'a o. o. �, C O ro o n � in m N A �. � . a � � E E L —''°��EcN o •� � wac�in�i� �M loo d � � � � � O = i� G � LL � t � F^ _ v �L � ¢ m a FORTWORTHo Handley Village - Project 9063 - 2001- CHANGE ORDER #2 Electric Service Pedestal This change order will allow for the installation of the electric service pedestal located on the south side of Lancaster Avenue at Forest Street which is necessary to facilitate the decorative light poles on the South side of Lancaster Avenue. The unit price for this pay item includes the labor burden and OHP with a difference of $1,053.07. Planter Pot Insert The planter pots shown on the plan have CWM type inserts instead of CWI. This change order will allow for purchasing the CWM inserts which are designed for the rectangular shaped pots. The difference in price between the two planter inserts, CWM and CWI, is $1,200. Pedestrian Push Button Relocation After construction of the wheel chair ramp at the intersection of Lancaster at Forest, it was determined that the existing pedestrian push button is not accessible and will not comply with the ADA requirements. Therefore, a new push button pedestal was installed to meet ADA requirements. Brick Pavers During construction, City staff agreed to utilize brick pavers instead of stamped concrete. The brick pavers are better matched to the proposed brick. The contactor agreed to place the brick instead of the stamped concrete with no additional cost to the project. Time Extension This change order will aiso allow for time extension of five working days due to the additional work added to this project (removal of two poles and overhead wires and construction of Pedestrian Push Button relocation. City Staff reviewed the contractor's request for time extension and considered it fair and reasonable. PLANNING AND DEVELOPMENT DEPARTMENT PROGRAM MANAGEMENT OFFICE THG CITY OF FORT WORTH * IOOO THROCKMORTON STRGGT * FORT WORTH, T�x.as 76102-6311 817-392-7942 * Fn�c 817-392-2330 � � Printed on recycled paper RECEIVED MAY 2 � �U1� Handley Change Order 2 Page 2 / �- Dena Joh n, P.E. � ��/� �/C� Date Program Manager Form 2146-L cRe,,.,o�,,, CONSTRUCTION CONTRACT CHANGE ORDER NUMBER: 2 Page 1 of 1 — 1. CONTRACTOR: Fain Group 2. Change Order Work Limits: Sta. 245+6833 to Sta. z48+69.20 3. Type of Change (on federal-aid non-exempt projects): Minor (Major/Minor) 4. Describe the change and the reason for the change order. When necessary, include exceptions to this agreement. This change order will allow for the electric service pedestal at Forest and Lancaster in order to facilitate the decorative light poles,the installation of the pot inserts,the CWM inserts are better fit than the CWI inserts,installation of push button pedestal at the corner of E Lancaster and Handley to comply with ADA requirements, and installation of brick pavers inlieu of stamped concrete at no additional cost. 5. New or revised plan sheet(s) are attached and numbered: Days participating: Amount participating: Each signatory hereby warrants that each has the authority to execute this Change Order. By signing this change order, the contractor agrees to waive any and all The following information must be provided claims for additional compensation due to any and all other expenses; additional changes for time, overhead and profi[; or loss of compensa[ion Time Ext. #: 2 Days added on this C.O.: 5 as a result of this change. Further, the mntrador agrees that this agreement — is made in acmrdance with Item 4 and the ContracL Exceptions should 6e noted in the response forus above. Amt. added by thls Change Ofder: $8,097.45 For TxDOT use onlv: THE CONTRACTOR a �� 's` y Fain Group J B � �, Typed/Printed Name R d Lacy f Typed/Printed TitleProject Manager RECOMMENDED FOR EXECUTION: � i��� � � � Name/Title Date � �s-zl� Name itle Date � �vil �'� � � i f /� � 2 � �S/ Name/Title Date i n ' i �C"; � � � ;� f /� � Name/Title oo�o� �� � Signature CCSJ: 0902-48-558 Project: Handley Urban Vill Highway: NA (CITY STREE� County: TARRANT District: F� Contract Number: 44846 Date Name/Title �--� � - � � Name/Title ate [�APPROVED �REQUESTAPPROVAL ds � �� � ��� Name i e Date [�]�1CPPROVED � � � REQUEST APPROVAL � Nam /Titl ( � t ��- � v � i.�� j cc�� ��B �t( S� Z-�'� � � APPROV � REQUEST APPROVAL Engineer's 8�a�;,'?;�:�;,.t � o � °o•A 1 Q � � �' ' l,c `�',��, �.,, o � o � t�� oO o� � .... ���.i� ��1�,�, p 0 � *�. �`�a,�j �� ,�t �� /�° �\ cP 0 . . . � � , '•• ••,. , � �'� \ 6�P �O� � �D�PdA i�, ��'s����Z`F ��, ��00000�,��. �.. .. .. `.'�'�.-�Jf.: , ����� ��,o,r','p46���'�s , ,�' . �������`�dr�;r�?��1. `�.`���t , _��: Assf ��y M��9�� N � W mC G _ Z � W � � � W � Z Q _ V '"" V Q � H Z 0 �.i z � � V � � � � Z � � � � rn 0 � � I-- Q � J � � 0 x Z � a � a w H K � � � O 2 � O m Q J � o0 0 0 0 0 0 0 '^ O M O O O O O O �. 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