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HomeMy WebLinkAboutContract 60585-AR8fORTWORTH. City of Fort Worth Construction Allowance Request Project Name�I -K-el-le-r H-i-ck_s_--La-u-re_n _W_a_y t_o_U_S_3-77----------------� Client Project #(s) 100146 City Sec # 60585 �-------------------------------------� Des:�;�:� Keller Hicks -Lauen Way to US 377 -Roadway, Drainage, Illumination and Traffic Improvements ContractoriMcMahon Contracting, LP CA #I 8 Datel 2/18/2025 City Project Mgr.I Mitch Aiton City Inspector! Curtis Hollingsworth UNIT or DEPT Un itl-CFW Unit II • Keller Unit Ill • Signal . Totals Original Contract Amount $5,685 582.88 $1 041,186.09 $477 855.28 $7 204 624.25 Extras to Date Credits to Date Current Contract Amount $5 685 582.88 $1 041 186.09 $477 855.28 $7 204 624.25 !Amount of Proposed Allocation $19 644.51 $36 070.10 $0.00 $0.00 $55 714.61 Original Allowance Available to Allocation $200,000.00 $170,250.00 $370 250.00 Allowance Funds Previously Allocated $83,370.26 $6,717.42 $90 087.68 Revised Allowance Balance $96 985.23 $127 462.48 $0.00 $0.00 $224 447.71 JUSTIFICATION (REASONS) FOR CONSTRUCTION ALLOWANCE IN ACCORDANCE WITH THIS CONSTRUCTION ALLOWANCE REQUEST, THE CONTRACT SHALL: As part of the railroad crossing reconstruction being done by Union Pacific Railroad (UPRR) within the project limits, UP had its contractor replace the railroad concrete panels between the rails. The railroad contractor damaged the recently constructed curb on the portion of the project within City of Keller limits. The roadway pavement was not damaged. McMahon proposes to remove the damaged concrete curb for $60.58/LF and replace with concrete curb and gutter for $88.47/LF. Prices are within the range of TxDOT's current average unit price database, with a max price of $70/LF for curb removal and $100/LF for similar TxDOT Type II curb. City of Keller deems the prices reasonable and agrees to fund the cost. UPRR has agreed to ultimately compensate Keller for the damage. Drop Inlet on the Northwest comer of Keller Hicks and Katy Road with steep drop from the adjacent sidewalk requires a pedestrian rail for safety. McMahon has proposed a price of $131.30/LF, while TxDOT has an average price of $143.65/LF. Staff deems the price reasonable. Concrete Curb and Gutter are being added to improve drainage condition created by adjacent development grades along the west edge of Katy Road. McMahon has proposed the same price as the Curb and Gutter discussed above, which staff deems the price reasonable. It is understood and agreed that the acceptance of this Construction Allowance Request by the contractor constitutes an accord and satisfaction and represents payment in full (both time and money) for all costs arising out of, or incidental to, the above Construction Allowance Request. The Project/Program Manager signing below acknowledges that he/she is the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Contractor's Com n Name McMahon Contracting, LP lnsll8Clornnsll8Clion Supervisor C.rthlloie(l'«>2l,:m515:0.lCS1) Program Manager AzJLJr,Jh,-, Assistant Director (Deotl &tti:«ti / l:!u1rc6 Pnki•L-do(N■r4,l0251t:20CSTI Assistant Citv Attorney ..... Dootlt•-(!,l•,,lfflU:07CST) ATTEST: r'� Jannette Gooda ll, City Secretary Contractor Name Contractor s· nature Andrew Marquez .....,.,.,. dr9WM• uez(feb2J,20251S:02CST) Date Project and Contract Compliance ManaQer Feb 21, 2025 Mt£t:4tad«Ptrr MltcheU.olton(Feb21,20l511>UCSTJ Date Senior Capital Project Officer Feb 21, 2025 �11. ,-"'-•�24.=07:<7C$T) Date Director, Contractill!I Deoartment (Deotl Mar 4, 2025 � Date Assistant Citv Manager MarS,2025 � Construction Allowance SUMMARY Page 1 of 4 Date Feb 21, 2025 Date Feb 21, 2025 Date Feb 24, 2025 Date Mar 4, 2025 Date Mar 10, 2025 CSC No. 60585-ARS FORT WORTH City of Fort Worth � Construction Allowance Additions Project Name Keller Hicks - Lauren Wa to US 377 ity Sec #� Client Project # 100146 Contractor McMahon Contracting, LP PM Mitch Aiton Inspector Curtis Hollingsworth Construction Allowance Submittal # � ate � ADDITIONS Construction Allowance Additions Page 2 of 4 FORT WORTH:, City of Fort Worth ""'�� Construction Allowance Value Project Name Keller Hicks - Lauren Wa to US 377 City Sec #� Client Project # 100146 Contractor McMahon Contracting, LP PM Mitch Aiton Inspector Curtis Hollingsworth Construction Allowance Submittal # � Date � CONSTRUCTION ALLOWANCE VALUE BEING USED ITEM DESCRIPTION Qty Unit Unit Cost Total Unit 1 Item 85 9999.0000 Construction Allowance 0.278573 EA $200,000.00 $55,714.61 Construction Allowance Value 3of4 MISBE for this Construction Allowance Request M/SBE Sub I Tvae of Service I Amount for this CAR Total � $0.00 Previous Construction Allowance Requests CAR # DATE AMOUNT CA #1 2/20/2024 $1,252.90 CA #2 3/25/2024 $11,747.71 CA #3 5/9/2024 $49,514.43 CA #4 6/26/2024 $13,429.22 CA #5 7/9/2024 $3,327.00 CA #6 10/11/2024 $10,816.42 CA #7 12/4/2024 $25,963.20 Total $116,050.88 Construction Allowance MSBE Data Page 4 of 4 Keller Hicks - Lauren Way to US 377 Andrew Marquez Project Manager 18" HDPE Storm Drain •• • NO CHANGE INCREASE IN COST $ 36,070.10 DECREASE IN COST ITRACT NO. PRIME CONTRACTOR .� . . • . . McMahon Contracting 817-908-2704 O1 /13/25 NO CHANGE INCREASE IN TIME DECREASE IN TIME # of Days = # of Days = The contractor for Union Pacific Railroad damaged the curb on the City of Keller portion of Keller Hicks when they replaced the panels. We recommend to replace the curb and gutter only, the pavement is not damaged. Mitch Aiton Sr Professional Engineer 682-715-9424 Ol /13/25 02/1 1/25 Please replace the curb and gutter that was damaged. City of Keller has agreed to the prices and Union Pacific has agreed to compensate City of Keller for the damage. McMahon has proposed $60.58/LF to remove the concrete curb and gutter, while TxDOT had a max price of $70/LF for curb removal. McMahon proposed $88.47/LF for pouring new concrete curb and gutter, while TxDOT had a max price of $100/LF for similar TxDOT Type II curb. Staff deems the proposed prices reasonable. 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PCQ #13 DETAIIED C05T BREAKDOWN UPRR Repairs Demo 242 LF of Curb & gutter, & 11.22x 15' pa�ing panel D�SCRIPTION Foreman Pavin - Common LABOF2 C05T LA80R MARKUP 55% LABOR 8URC3EN DESCRIPTION 330 7rack hoe Backhoe 11f,�i[��Ir�I�b9� HR HR EXTENDED QTY UNIT REQUIR�b RATE C05T 1.00 HR 10.00 � 48.75 $ 487.50 1.00 HR 90.04 � 25.d0 $ 250.00 �.00 HR 90.001 $ 24.75 � 247.54 t.00 HR 10AQ $ 20.00 $ 200.00 �u - $ 1,185.00 2p°/a $ 237.bD � 851.75 HR iiR �X7ENDED QTY UN1T FiEQUIRED RATE COST 1.00 HR 10.00 $ 169.20 $ 1,692.00 1.OQ HR 10.�0 � 94.96 $ 949.60 1.OD HR 10.00 � 44.53 $ 445.3� 5 - � - � _ 3,704.28 DESCRIPTIOiV MA7�RIAL COS7 MAT�RIAL MARK D�SC�2IPTION Trucking - Haul dff Demo 5aw UPRR �lagger Asphali (if naeded) SUBCONTRACTOR COST SUBCONTRACTOR MARKIfP TOTAL SU�CONTRAGTOR COST TOTAL �QUIPM�N7 CpST TOTAL MATERIAL COST TOTAL SUBCONTRACTOR C05T 1 % BO#�1D TOTAL COST UNIT I COST UNIT 8.00 Lb 1.00 LS 2.00 HR 1.00 l.5 $ 2,073.75 $ 3,704.28 $ - $ F3,73fi.D0 � 145.14 $ 14,65H.17 Total Casf: 5 14,fi59.17 Unit Cosf: $ fi0.58 �z���� � � � � � � � COST C05T 195.00 � 1,560. 1,600.00 � 1,60D. �35.00 � 1,62D. 2,500.OD $ 2,500. �u - � 7,280. 20% $ 1,456. $ 8,738. Keller Hlcks Road �� Ahr►o1v EONTRA�TING t.P. PCO #13 DE7AILE0 COS7 BREAK€�OWN UPRR Repairs Set up 8 Pour of Curb & gutter Backhoe Operator Laborer - Skiiled Labarer - Form Selter Concrete Finisher LABOR COST LABOR MARKUP 55% LA80R BUROEN TQFAL LABOR CO5T �ESCRIPTION Backhae Foreman TrucR EQIfIPMENT COST E[1UIPMENT MARKUP TOTAL EQl11PMENT COS7 RIPT1bN �#e class c 2 x 4's Expansion Board Form Board MATERIAL COST MATERIAL MARK QESCRIPTION UPRR Flaaaer [.YU �K�] ►1 � �[� C�] 3 ��i G1:�;U � C05TSUMMARY TOTAL IABOR CQST � 7,44&.25 TOTAL EQUIPMENT COST $ 1,638.48 TOTAL MAT�RIAL COST ^� 7,tFi8.95 TaTAI SUBCONTRACTOR COST $ 4,944.00 1% BO�€D $ 211.98 TOTAI. COST �a 21,d09.66 Tptal Cost: 5 21,A09.66 Unit Cost: $ 88.47 HR Hr �XTENDED Ui�l7 REQUIRED RATE CaST 1.00 HR 20.00 $ 48.75 � 975.00 1.00 HFt 5.00 5 25.0q $ 125.OD 2.00 MR 20.00 � 21.50 $ 860.00 2.U0 HR 20.00 $ 21.75 $ 870.00 3.OQ HR 20.00 $ 23.75 $ 1,425.U0 $ - � �},255.00 20% $ 851.00 $ 2.340.25 � UNIT � REQtJIRE� � RATE 1.00 HR 5.00 S 34.96 2Q% QTY i1NIT COST COST 6$9.82 LB $ 0.62 $ 427.69 18.00 CY 135.00 $ 3,510.00 2.0� EA 153.67 � 3U7.34 1.00 EA i00.99 $ 1U9.99 921.00 EA 11.38 $ 1,378.19 3.00 EA 49.93 $ 149.97 5.00 EA i 9.93 $ 89.95 $ - �v 5,974.13 20% $ 1,194.83 $ T,9fi8.95 UNIT COST CdST HR $ i35.00 $ 1,62D �s � z,5oo.ao � 2,500 QTY �I L 1 a - $ - � 4,120.00 20% ^� 824.00 �y 4,944.OD 242 LF EXTEND�D COST 474.80 690.60 1,365.40 273.08 ':� •:Y �i i� u� � n � I C � ;.{ � �i in v a r i tll �, � r�� [ii �i i•.I C N � � � V o � .L � va �o � i_� � � S1 � C � X � � U a � � � a a' � QI � T a x O 41 m � o � � � - +� v ^ m � C � H W �y � T � a v C - � � 1� T N0 07 O o y O C Q - W � � W � � � � � -•�• � � � •7, L, �-, O� �n - N N [�I lH L] �� d� ri l7 r-I r.l rl lP �D U] l/] o a �� O O L' D.-�i � •1 S4 N � � lf3 lJ3 O O t-} �n �n _. �'] N - •:i ri rj �i3 4 ] l. � L� � m �n � � ci o v =r ry 1h] L'} L i O 6 r� M �1 4 � r.i a r� �i C� 6 r� o �n u• -r c» � I � } ui � �,� v LL T a v o � z a � u� E � � 4 a � � � � � o � J � z �; � �, a iii � �� � � � w C n' iY � fo a r5 v� V � V] U U • T � O O �. � � U V C w 7 7 — F� O G � � � — s � ui iii o m a � � �, Y N y�,/ N � y � � n1 L11 — V w v w .� � ,� y, m � o o a �n (6 Iti fM1 Iti � N � O O O a � m � �� -� �7 J1 t•1 �b I' ' •I �r� � I ..� �I v I.il �i til r• r.I t�5 _ I _ _ � ) ' i •.:) -I �fi [7 i'.(� 5-I � I fV iv� � i .H-} L•i lfl� �.-I V] i 7 CO R � V �'1 r'I V1 p1 L�� 1 � �n o a .. ri r� O O 44 �� 4 Lf7 �7� rl •.1 fV f� i� af� �n v3� f4 .� O U d O � � G O r�i �ri o �i �. � �t� �.1 fU u� l4 +S3 Ul C) d O Ci t4 � : + O cn m i n r3 m ri a.3 -i ry m ifi u1� ifl� i �i? � � C� c� C� O �r o�', � o � � i �n , i , i vi ui �. i � � -i [7 p c7 G �n o a o i� N �p O � I I �i �� � I LL Il. 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S�S Y5 �I� I'�� u'i rri []i i.• r..; ,1, m �..i i . �•i rri �; �5 f15 ['j E] �3 •'1 �' �f7 � i V �I� r-] 5t� []6 il I'• I I I - � f' � n u, �_,' ~u�, O I� • w � I- .= � � �p C1 Q � � o cn 0] O7 O7 0] � � � Q' d' � 7 � � ' ' V L1 lJ V • • Ll lJ �J LJ � 1 2 Z �y i.i O O � � _ l� V V w n m eu m � 4 O c-I ti O O O O O R R R f� R d} d� T d} O1 N N SV N N �n i.n �n Wi in � � � � � � � � � � � m c C � � � _ � � � — � N U � � � � � U — � Q C � w � � � J � @ � � 0 �N � �o E — E �� y " � � a i -o y �a `� � c° = � o � ��,� a� c a� r. - r. � �� '� ,� �,� a� r. � v r. a� - ++ rp O Q � � U J � p � Q 0 Q �O Q �� � �O � LL (n V 07 Q 07 0 V d �i ..�_. d Keller Hicks - Lauren Way to US 377 Andrew Marquez Project Manager 6" (W) & (Y) Pavement Markings •• • NO CHANGE INCREASE IN COST $ 7,878.00 DECREASE IN COST CONTRACT NO. PRIME CONTRACTOR .� . . • . . UEST FOR INFORMATION REQUESTING PARTY ORG. PHONE DATE OF REQL • • • • . •1: �� 1 NO CHANGE INCREASE IN TIME DECREASE IN TIME # of Days = # of Days = The Northwest corner of Keller Hicks and Katy has an inlet with a steep drop from the sidewalk that can't be maintained with 4:1 grading and will need a pedestrian handrail. Install confirm if the Engineer recommends a pedestrian handrail on back of sidewalk. Mitch Aiton Sr Professional Engineer 682-715-9424 12/02/24 Please install the pedestrian handrail on the back of the sidewalk. McMahon has proposed a price of 131.30/LF, while TxDOT has an average price of $143.65/LF. Staff deems the price reasonable. 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' I ': �; � .� �s�,;i� , � y I �� ��yti-�''ar;-'� , �'i .'�� �� � I �` t� � . :.y '`z ; � 'Y` o+ I� ' � c '�� : io � ���� � � .. .'.�1� �ti y � .�+'� _ � I :� }.1 � ��..� ^ � � - �. i. II ` �� �`' ��.� � "� �'I � �I �,,:.��i� � �3;`',��:� 'I II "r '`: I I � . � .; k ''. I I r',. � I ��, , �'�;��' �-•'� � �I � � � .�;s,�, �u�i;::�''',, i�:;�`�, i . I � Keller Hicks Road DESGRIPTION LABOR COST LABOR MARKUP 55% LABOR BURDEN T07AL LABOR COST pESCRIPTION EQUIPMENT COST �QUIPMENT MARitIJP TOTAL �QUIPMENT C DESCRIPTION MAT�RIAL MARKUP TOTAL MATERIAL C ��,,ahro� CDNTRACTING t.P. PCO # 15 DETAIL.EQ COST BR�AK�]OWN Pedestrian Rail DESCRIPTION 1- 518" Hand Rail SllBCONTRACTOR COST SUBCONTRACTOR MARKUP 707AL SUBCONTRACTOR GOST TOTAL LABOR C05T TOTAL �4UIPMENT C05T TOTAL MATERIAL COST TOTAL SUBCONTRACTOR COST 1% BOND TOTAL C05T FIR Hr EXTENDED QTY UNIT REQUIR�Q RAT� COST $ - $ - $ - $ - 20% $ - $ - � _ QTY I UN1T I REQLJIRED I RATE 20% $ UNIT EXTENDED UMT C05T COST $ - $ - $ - 20% $ - � _ UNiT �XTEN�ED QTY UNIT COST COST 60.D0 L.F $ 108.33 $ 6,500.00 $ - $ - $ 6,500.Q0 20% $ 1,300.D0 $ 7,800.00 .� - $ - $ - $ 7,8QD.00 $ 78.00 $ 7,87t3.00 Tota! Cost: 5 7,878.00 Unik Cost; $ 13'1.30 60 LF � � � � � � �; :.i �',i - n c, E� n r'� ,q - r� ih in •� i',j �� c' vi o �.ri �ri i�: •-�i -d� � v +-i � �n U, u i- •r .- I C V � r I rl •. -I `� N N .i � �� if3� L'1 lFl� lF] [f] V�l i; , v a` ry tll r� � l•1 d' � 7 � m r.� �C N O R � � p m .--i U O � w L1 ��-I m j '_ V-r „ v a` m � C� � l!1 y N O 4 O 4 O 4 0� O [7 O Iti O O � CJ �7 V7 u7 c-I u7 4 SS CO .-i V �D �A I� d V +� -I SJ ri �-I rl N V •��I �� �La3 ��'S� !S} LFS L�} U] Ei] L•1� � X � � v RI ["� q n rv� n t7 `, y� 00 � O CJ � L� O O N �➢ l+1 Q1 n r*7 -.y' a no .1 v �y ra o v •r rl SV rl r�l V1 N •.-I I 'C {f3 �i} +f3 �SS [f5 4(] � � � % � y �v n c� n oa n [7 c� 09 O � O M � � u1 •� - o ui �ti ui ui r�� ,-i �.t a 00 ri V �P rl nl R ST y ri f V •.-i • I •: i N N • i '� +s� +,r� ar� u� e�� tt� � .� � m a T d C3 IV C7 lf] C] O d r rl m rl IX7 1 V � ' m o v v v c�a V �=n m �n � V ...., lD lD m c] .� { .. I rR� N � � � [•.i . I N ^ pp j C � H W �y � ], [7 i J � � N C-1 O 0. 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I i � �� 7 R n =r Keller Hicks - Lauren Way to US 377 Andrew Marquez Project Manager 18" HDPE Storm Drain •• • NO CHANGE INCREASE IN COST $ 11,766.51 DECREASE IN COST CONTRACT NO. PRIME CONTRACTOR .� . . • . . UEST FOR INFORMATION REQUESTING PARTY ORG. PHONE DATE OF REQL • • • • . •1: �� 1 NO CHANGE INCREASE IN TIME DECREASE IN TIME # of Days = # of Days = The grading for a ditch doesn't work with the grade difference between the road and sidewalk. We recommend add riprap for steep grades for the whole section or add concrete curb and gutter. Mitch Aiton Sr Professional Engineer 682-715-9424 Please add the Concrete Curb and Gutter. McMahon proposed $88.47/LF for pouring new concrete curb and gutter, while TxDOT had a max price of $100/LF for similar TxDOT Type II curb. 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', � ..r. � � ..;r4�(�y ` + S� � E� # 4 '� ", s'.a` '��r �' + �?�1" � '�•,q _ ��i .� �,;:, � � ".�'.��� , � ;r . I ��-r. :,y� � . ,' . . . r �: �,�h � � . y � �:.. ! • � � � J � y• � '.��0 . � 1 lo . . . . . . . . . . . . . . . . . . . . o I � � I �� ��� � w� � (�noW � aa�s�c=i3 �� '�� 30Vtl'J 1 IX3 HJ1VW - OIIISNV211 � LE L E L V1S �d 1 . � �1 � � � a� I� � � Q 1' � -o � � � � � 1� � � � Q � � . 1 £0'6Ll . � �1 � 1 I il I �' '.I i i 11 I 1I , :,, I 1� I �� i 11 � i � o� E« i 0 ,s��, � I ���� es m� V � .... .. . .... . o �� � oe�o��� � G- � II 0o e+o s � .. . .�. �.� .1.� �.�. .� �. .�.�. Routing and Transmittal Slip Transportation & Public Works Department DOCUMENT TITLE:Keller Hicks CA #8 M&C: N/A CPN: 100146 CSO: 60585 DOC#: N/A Date: 2/20/2025 To: Name Department Initials Date Out 1. Jessica Rodriguez TPW - Review 2. Mitch Aiton TPW - Signature 3. Andrew Marquez McMahon - Signature 4.Curtis Hollingsworth - Inspector TPW - Signature 5. Raul Lopez TPW - Signature 6. Lissette Acevedo – TPW Signature 7. Patricia Wadsack – TPW Signature 8. Lauren Prieur – TPW Signature 9. Doug Black – Legal Signature 10. Jesica McEachern – CMO Signature 11. Jannette Goodall CSO - Signature 12. TPW Contracts CC: Program Manager, Sr. CPO, TPW BSPAP Recon Team, TPW Records Room, TPW Contracts DOCUMENTS FOR CITY MANAGER’S SIGNATURE: All documents received from any and all ’City Departments requesting City Manager s signature for approval MUST BE ROUTED TO THE APPROPRIATE ACM for approval first. Once the ACM has signed the routing slip, David will review and take the next steps. NEEDS TO BE NOTARIZED: YES No RUSH:YES No SAME DAY:YES No NEXT DAY:YES No ROUTING TO CSO: YES No Action Required: Attach Signature, Initial and Notary Tabs As Requested For Your Information Signature/Routing and or Recording Comment File Return To: Please notify TPWContracts@fortworthtexas.gov for pickup when complete. Call ext. 7233 or ext. 8363 with questions. Thank you!