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HomeMy WebLinkAboutContract 49291-CO2 CFW Change Order Approval St-COApp02 Page 2 of 3 FORTWORTH, yCit of Fort Worth CITY SECRETARY --. ,r••�-- Change Order Request Approval CONTRACT NO. a I (Change Order Breakdown Available in Links) For Change Order Submittal No.: 02 Change Order No.: St-COApp02 Date Started: 2018-03-29 City Sec. No.: 49291 Date Due: 2018-04-09 Project Name: CO2014 - Old Decatur Rd Reconstruction, Phase 2 CO2014 DOE Numbers: Project Numbers: CPN: CO2014 Project Reconstruction of Old Decatur Road from IH-820 to Angle Avenue. Description: Project Manager: JT Auldridge City Inspector: Weyman Oden Contractor: Jackson Construction, Ltd. COUNCIL ACTION (If Required): M&C Log Name: 20OLD DECATUR ROAD PHASE 2 CO2014 IMPACT FEES M&C Number: G - I q Z� M&C Date: q/3/2019 COST AND DAYS SUMMARY: Requested Department: Cost($) Fund Account Center: Days: TPW $ 60,397.09 39008-0200431-5740010-CO2014-C 45 > N,.._. pt Q }...0 C3 U Total Cost: $ 60,397.09 Total Requested Days: 45 Approval Status: Approved: Yes Comments: User: Carmen Estep Date: 2018-03-29 3:39 PM - OFF CITY FT.WOiT'i`N� https:Hprojeetpoint.buzzsaw.com/ bz_web/Forms/FormPrint.aspx?Siteld=51500&ProcessI... 3/29/2018 CFW Change Order Approval St-COApp02 Page 3 of 3 Please review, approve and submit. https:Hprojectpoint.buzzsaw.com/ bz_web/Forms/FormPrint.aspx?Siteld=51500&ProcessI... 3/29/2018 Approved: Ve,5 Comments: User: JT Auldridge, 6J - CJA)344kb� Project Manager, TPW Sigature Date: q151 I 8 Approved: Comments: User: Lissette Acevedo, Program Manager, TPW Signature Date: Approved: Comments: User: Ricardo Matute, ()?d -:6 Sr. Capital Projects Officer, TPW Signature Date: Approved: Comments: � Vv� � 41('11 User: Kim Arnold, Assistant Director, TPW Signature Date: Approved: Comments: User: Doug Wiersig, �"• T '�' Director, TPW Signature Date: Approved: Comments: User: Doug Black, Sr. Assistant City Attorney, LEGAL Signature Date: Approved: Comments: User: Susan Alanis, Assistant City Manager, C tore Date: �of: FO,Q C`.S C+90N-� Approved: Comments: 1 User: Mary Kayser, '�' y l) i City Secretary, CSO �cXq •• i tore Date: S M&C:- 1295: OFFICIAL RECORD CITY SECRETARY IF WORTH,TX FORT WORTH City of Fort Worth Change Order Request Breakdown Project Namel Old Decatur Rd Reconstruction,Ph 2 Limits from IH 820 to N.of Angle Ave. City Sec# 1 49291 Client Project#(s)l 3180 Contractorl Jackson Construction, Ltd PM Lissette Acevedo Inspector Weyman Oden Change Order Submittal# 0 Date 2/28/2018 Dept. TPW WATER SEWER Contract Time Totals CD Original Contract Amount $4,298,923.00 $12,705.00 $8,000.00 $4,319,628.00 300 Extras to Date $67,367.65 $50.00 $0.00 $67,417.65 Credits to Date $0.00 $0.00 $0.00 Pending Change Orders(in M&C Process) $0.00 $0.00 $0.00 Contract Cost to Date $4,366,290.65 $12,755.00 $8,000.00 $4,387,045.65 300 Amount of Proposed Change Order $18,354.10 $42,042.99 $0.00 $60,397.09 45 Revised Contract Amount $4,384,644.75 $54,797.99 $8,000.00 $4,447,442.74 345 Original Funds Available for Change Orders $0.00 Remaining Funds Available for this CO $0.00 $0.00 $0.00 Additional Funding(if necessary) $18,354.10 $42,042.99 $60,397.09 CHANGE ORDERS to DATE(INCLUDING THIS ONE)AS%OF ORIGINAL CONTRACT 2.961 MAX ALLOWABLE CONTRACT AMOUNT(ORIGINAL CONTRACT COST+25%) $5,399,535.00 JUSTI FIC AT'J0"( EASONS) FOR CHANGE ORDER This change order covers RFI's 3,4,6,7,8,and 9. FOR_ H City of Fort worth Change Order Additions Project Name Old Decatur Rd Reconstruction,Ph 2 Limits from IH 820 to N.of Angle Ave. CitySec# 49291 Client Project# 3180 Contractor Jackson Construction,Ltd PM Lissette Acevedo Inspector Weyman Odell Change Order Submittal# 0 Date 1 2/28/2018 ADDITIONS ty Unit Unit Cost Total 71 0241.1100 Remove Asphalt Pvmt IV-7 3341.0309 36"RCP,Class III TPW 75.00MMUU LF "Flexible Base,TY A,GR-1 with Liquid Emulsion TPW 1 ,5 0 000 Y 2 .5 Relocate Existing "-PVCWater Main WATER 1.00 L 3Z5= Tie Down Blocking WATER 100000000 EA 4,7 3.3 5-Days of Water to BCCC WATER 1.0 0 L Remove Existing 5'x B TPW 103.00000000 LF $78.00 Relay Existing 5'x3'RCB TPW TFOMUTOT LF $107.00 Fabricate 21"Wye and 30 Degree Bend for 5'x 'R B TPW ----2.00= EA 5 7. Concrete Collar for 5'x3'R B at onnection to Existing TPW 1.00000000 EA 0 .1 IV-0 3341.0201 21'RCP,Class III TPW 30.00000000 LF 7 . Remove, tockpile,and Relay "Flexbase TPW 0. Y 5 5'x'Wingwall(TXD T W- ) TPW 1.00 EA ,58 . "Flexible Base,TY A, R-1 with Liquid Emulsion TPW 618.00000000 SY .5 3211oncrete Driveway TPW 1, 1 .00 0 0 F 7.50 3305.0107 Manhole Adjustment,Minor TPW 1.00000000 EA 2 VII-1 5. 1 Valve Box Adjustment TPW 00 EA 00. IV- 305.0112 oncrete Collar TPW 2.00000000 T9 3305.0101 Fire Hydrant Stem Extension TPW 5.00 00 EA --12,732.96 _711-7 3305.0111 Valve Box Adjustment TPW 00 EA VII- 3305.0108 Vertically Adjust Ex.Blow-Off Valve Vault Rim TPW 1,00000000 EA 6"Gate Valve Vault Adjustment TPW 0 00 0 EA $6,687.19 2. "Water Service,Meter Reconnection TPW 1.00000000 EA Remove Existing 5'Curb Inlet TPW 1.00000000 EA $955.00 Remove "RCP TPW 40.00000000 EA TPW $476,184.78 WATER $42,042.99 SEWER $0.00 Sub Total Additions ---5518,2T7.77 Change Order Additions Page 1 of 1 Fox_ r�Ta City of Fort Worth Change Order Deletions Project Name I Old Decatur Rd Reconstruction,Ph 2 Limits from IH 820 to N.of Angle Ave. City Sec# 49291 Client Project# 1 3180 Contractor Jackson Construction,Ltd PM Lissette Acevedo Inspector Weyman Oden Change Order Submittal# 0 Date 2/28/2018 DELETIONS ITEM DESCRIPTION DEPT Qty Unit Unit Cost Total 1-4 0241.0500 Remove Fence(Barbed ire —- I-TT— 0 Remove&Dispose of Ex.Conc.Flume TPW 0 Y 22. I- 3123.0101 Unclassified Excavation by Plan TPW 1,800 00000000Y IV- .5001 1 75rb Inlet TPW 1.00 EA 5776U.TO IT4 3341.0201 1'RCP,Class III TPW 101.00000006 LF 7. IV-5 3341.0205 24'RCP,Class III TPW 02. LF 0 IV-6 3341.0305 33'RCP,Class III TPW 203.00000000 LF $119.00 IV 3341.0409 48"RCP,Class III TPW 26.00000000 LF 5. V- 9.0001 4'Storm Junction Box TPW 1.00000006 EA --TTU 3349.00036' torm Junction Box TPW 1.00000006 EA 15. 721 3349.101148'Flared Headwall TPW 1.00000000 EA 5 III- 3211,0112 'Flexible Base,Type A, R- TPW 5 0 Y 1 . 111-4 3212.0501 'Asphalt Base Type B TPW 12,590.00000000 SY $12.00 III-1 3213.0105 W Conc Pvmt TPW 168.00000006 Y 5.75 TPW $457,830.68 WATER $0.00 SEWER $0.00 bub Total Deletions Change Order Deletions Page 1 of 1 M/SBE Breakdown for this Change Order M/SBE Sub Type of Service Amount for this CO NONE Total $0.00 Previous Change Orders Co# DATE AMOUNT Total $0.00 rM REQUEST FOR INFORMATION#3 Freese and Nichols 4.141 PROJECT: Old Decatur Road — IH 820 to Angle Avenue PROJECT NUMBER: OWNER: City of Fort Worth 02014 CONTRACTOR: Jackson Construction ENGINEER: Freese & Nichols, Inc. REFERENCE DATA: Specification Section No. Page No. 19 of 48 Paragraph No. —Drawing No. Detail description: Pavement Design /Subgrade Type CONTRACTOR REQUESTS: Information Interpretation X Clarification for the items described below or in the attached material referenced below: Jackson Construction requested the following clarification from the City of Fort Worth JCL is proposing 8" Flex Base Type A, GR-1 Subgrade and oil based product for a bond breaker in lieu of 2"Type "B" HMAC and 6" Flex Base Type A, GR-1 Subgrade. FREESE AND NICHOLS' PROPOSED SOLUTION: Per the document titled "GEOTECHNICAL ENGINEER REPORT, OLD DECATUR ROAD EXPANSION" and prepared in February 2015 and in the Old Decatur Road Specifications Manual (section GC-4.02 Subsurface and Physical Condition), an 8-inch section of properly compacted flexible base is acceptable. The flexible base should meet TxDOT standards for Item 247, Type A—Grade 1. REQUESTED BY: Todd Buckingham DATE: 12/7/2017 ENGINEER'S RESPONSE: Information Interpretation X Clarification for the items described above or in the attached material referenced: CFW agrees with the Freese and Nichols' proposed solution. RESPONSE BY: Sofia Oieda DATE: 12/7/2017 T14.0 CONSTRUCTION\RFI\RFI-3\Request For Information-3-ODR-02014.doc rM REQUEST FOR INFORMATION #4 Freese and Nichols 4.141 PROJECT: Old Decatur Road — IH 820 to Angle Avenue PROJECT NUMBER: OWNER: City of Fort Worth 02014 CONTRACTOR: Jackson Construction ENGINEER: Freese & Nichols, Inc. REFERENCE DATA: Specification Section No. Page No. Paragraph No. -Drawing No. Detail description: Project Bid and Construction Quantities ENGINEER'S REQUESTS: Information Interpretation X Clarification for the items described below or in the attached material referenced below: The project bid quantities vary from the needed construction quantities based on project task orders, post-bid opening decisions that were made between the City of Fort Worth and the engineer of record regrading SD Line C, and RFI No. 3. FREESE AND NICHOLS' PROPOSED SOLUTION: Recommend overrunning the 36" RCP and underrunning the 33" RCP project quantities (SD Line C)for Invoice No. 5 and issuing a change order to correct the construction quantities based on the project task orders, post-bid opening decisions, and RFI No. 3. REQUESTED BY: Todd Buckingham DATE: 12/11/2017 ENGINEER'S RESPONSE: Information Interpretation X Clarification for the items described above or in the attached material referenced: CFW agrees with the Freese and Nichols' proposed solution. RESPONSE BY: Sofia Ojeda DATE: 12/11/2017 TA4.0 CONSTRUCTION\RFI\RFI-4\Request For Information-4-ODR-02014.doc ra REQUEST FOR INFORMATION#6 Freese and Nichols (4.141 PROJECT: Old Decatur Road — IH 820 to Angle Avenue PROJECT NUMBER: OWNER: City of Fort Worth 02014 CONTRACTOR: Jackson Construction (JCL) ENGINEER: Freese & Nichols, Inc. REFERENCE DATA: Specification Section No. Page No. 30 of 48 and 33 of 48 Paragraph No. Drawing No. Detail description: Conflict Between Existing 16"Water Line and SD Lateral B-2 ENGINEER'S REQUESTS: Information Interpretation X Clarification for the items described below or in the attached material referenced below: Jackson Construction has notified the project team that an existing 16" PVC water line is in conflict with SD Lateral B-2 (48" RCP). The existing 16" water line location, shown on the project drawings, was not the same as the field conditions. To proceed with the installation of SD Lateral B-2, the contractor requested- information equestedinformation regarding the relocation of the water line. FREESE AND NICHOLS' PROPOSED SOLUTION: It is recommended to vertically relocate the water line above the proposed SD Lateral B-2 (48" RCP)with a minimum clearance of two feet. The 16"water line should be replaced from the existing tee to the south of the conflict to the existing valve north of the project(total length of approximately 40 feet). Within the limits of replacement and relocation, it is recommended that the bends be ductile iron and the water line be PVC. The project contractor states that the water service to BCCC may be unavailable for up to three weeks. JCL and BCCC have agreed that water services in the form of a portable toilet and water bottles are appropriate. REQUESTED BY: Todd Buckingham DATE: 2/28/2018 ENGINEER'S RESPONSE: Information Interpretation X Clarification for the items described above or in the attached material referenced: CFW agrees with the Freese and Nichols' proposed solution. 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II I II I � s sill 7 r= II I II I S I N II I z J 1 I\ �� �� 133HS SIHl 33S 133HS S/Hl 33S 00'09+ / '2 Nl7HO1tRN 00'09+bZ *DjS 3Nl7HO11YGV Todd Buckingham From: Curtis Hindman <curtis@jacksonconstruction.net> Sent: Friday, February 16, 2018 2:45 PM To: Todd Buckingham Subject: Fwd:Water shut down Sent from my iPhone Begin forwarded message: From:James Daniels<Idaniels@bccclp.com> Date: February 16, 2018 at 10:40:39 AM CST To:Curtis Hindman<curtis@iacksonconstruction.net> Subject: Re:Water shut down Thanks Curtis for this notice on the water shutdown. Please feel free to do this work anytime.Thanks Sent from my iPhone On Feb 15,2018, at 3:32 PM, Curtis Hindman<curtis@ lacksonconstruction.net>wrote: Hello James Per our conversation Jackson will supply bottle water for the scale house during the shut down of the water line As you know after install of the whip up we will need to pass test and that could take up to several weeks We will notify you 7 days before shutdown and will kept you in the loop of information If this is acceptable to you would you please send confirmation Thanks Sent from my iPhone 1 rM REQUEST FOR INFORMATION#7 Freese and Nichols 4.14 PROJECT: Old Decatur Road — IH 820 to Angle Avenue PROJECT NUMBER: OWNER: City of Fort Worth 02014 CONTRACTOR: Jackson Construction ENGINEER: Freese & Nichols, Inc. REFERENCE DATA: Specification Section No. Page No. 29 of 48 Paragraph No. —Drawing No. Detail description: SD Line B Outfall at Abutment#1 ENGINEER'S REQUESTS: Information Interpretation X Clarification for the items described below or in the attached material referenced below: Jackson Construction has requested additional information regarding the construction of SD Line B atthe abutment #1 (north abutment). Currently the design shows that SD Line B shall outfall through the abutment; however, no structural details are provided. FREESE AND NICHOLS' PROPOSED SOLUTION: The engineer of record was unable to provide structural details for the connection of SD Line B to abutment#1. It is recommended that SD Line B be realigned to outfall east/downstream of the bridge abutment. The realignment and outfall treatment recommendations can be seen on the attached documentation. REQUESTED BY: Todd Buckingham DATE: 1/22/2018 ENGINEER'S RESPONSE: Information Interpretation X Clarification for the items described above or in the attached material referenced: CFW agrees with the Freese and Nichols' proposed solution. A change order for the SD Line B realignment will be paid for by the City of Fort Worth. RESPONSE BY: Sofia Oieda DATE: 1/22/2018 TA4.0 CONSTRUCTION\RFI\RFI-7\Request For Information-7-ODR-02014.doc $ COL _+°- Ln eLom`o c«o a $: : OI OI_ - °o ° $ ao -O miPi J V7 S ` o 0 8 cg+D�. 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REFERENCE DATA: Specification Section No. Page No. 25 of 48 Paragraph No. -Drawing No. Detail description: Existing Vault at Providence Apartment Driveway ENGINEER'S REQUESTS: Information Interpretation X Clarification for the items described below or in the attached material referenced below: Jackson Construction has requested additional information regarding the driveway to the Providence Apartments at STA. 28+50. An existing vault lies underneath the existing driveway and the proposed roadway elevations and driveway profile are in conflict with the existing vault. The proposed profiles would require a reconstruction of the existing vault. FREESE AND NICHOLS' PROPOSED SOLUTION: It is not recommended to reconstruct the existing vault. It is recommended to revise the right curb profile and roadway superelevation in Proximity to the Providence Apartment driveway at STA. 28+50. The Proposed roadway superelevation and transition can be seen on the attached document. The driveway pavement thickness is recommended to be 6"of concrete pavement. In addition, it is recommended to adjust the existing manhole and valve box to proposed grade (see below image). 4 ..i Yom•_ REQUESTED BY: Todd Buckingham DATE: 2/6/2018 ENGINEER'S RESPONSE: Information Interpretation X Clarification for the items described above or in the attached material referenced: CFW agrees with the Freese and Nichols' proposed solution. RESPONSE BY: Sofia Oieda DATE: 2/6/2018 T:W.0 CONSTRUCTIOMRRRFI-8\Request For Information-8-ODR-02014.doc 04 ........... 0 0 ..........I < V) NJ C*4 LLJ z cn cn 0 cy- 0 C) 04 z z C� LLJ c_)UJ V) I V)Ld 2!m <Ch Ld 3,r- -0 > L>Li —J LLJ Ch C)Z 0 04 ct LLJ 0 VO) 0> 0- V) 0 5Z-_j LLJ w w LLJ -Dr r- > a_0 LLJ Ld— -i V) > LLJ X< IL LLJ> z 0 -i V) 0 Ln V) > D uj 0 x-i af 0 0 v CD Lo C*4 z Ld Ln + in D m cn ...................... < Gj 0 U Ln Ld 00> CD CN A( 5d! 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ISAm� z° R q Ill ilfl qu �m �1. lse a ;�� € �. eke v< < a zg �e ek : _ _ sf< 9�a gj €€ Oz a�o I I I I I I I I I I � appp I l I I I I I 1 111-7 I I F —r —t—I—Y—t Y —I" — — y�g y1 O I 1 1 1 I I I I I (eW71 I �/ 3 =Fg -i i- - - -j�-li-i- 41 i/\�� ---- �� r�'r -1 1 g$$� 9� � LL Win 1 1 1 11 1 � --r-r - 9 I 1 1 1 1 1 1 1 m JI I 1 '�" i i i i j•�-� II i i n 4 iY �� r�R g� y J ° 41 0 9 R E 9- ,. a o 6e � g R iii A.@g ------IF- Tf - o- s B '"B AWHO- - F� xas-mnrnM-z'rase-x'ua-ammuw,-x maF w:+w oral w!°�!m c-�z��mi-s�wc\s ra REQUEST FOR INFORMATION #9 Freese and Nichols (4.141 PROJECT: Old Decatur Road - IH 820 to Angle Avenue PROJECT NUMBER: OWNER: City of Fort Worth 02014 CONTRACTOR: Jackson Construction (JCL) ENGINEER: Freese & Nichols, Inc. REFERENCE DATA: Specification Section No. Page No. 20 of 48 and 21 of 48 Paragraph No. -Drawing No. Detail description: Miscellaneous Utility Adjustments for Improvements ENGINEER'S REQUESTS: Information Interpretation X Clarification for the items described below or in the attached material referenced below: Jackson Construction has notified the proiect team that multiple utility adiustments(outside of those noted in the project documents) will be necessary to complete the proposed construction improvements. The contractor has requested that the project team review the existing utilities on-site and determine the necessary bid items/scope to be added to the project documents. FREESE AND NICHOLS' PROPOSED SOLUTION: It is recommended to add the bid items/scope and adjust the existing utilities shown on the plan document that is attached to this RFI. REQUESTED BY: Todd Buckingham DATE: 3/1/2018 ENGINEER'S RESPONSE: Information Interpretation X Clarification for the items described above or in the attached material referenced: CFW agrees with the Freese and Nichols' proposed solution. RESPONSE BY: Sofia Ojeda DATE: 3/1/2018 T:\4.0 CONSTRUCTION\RFI\RFI-9\Request For Information-9-ODR-02014.doc 133HS SIHI 33S S a k�� aQ� 4 i v a 00'00+£l 'b'1S 3N17H017W o \� 3 M w g 1 a lZ 133HS33S W a Vis = N 00'00+5Z 'V1 3N17 0 18 ®0 s 3 m a d s9 40. I I ' F $ I• '� ro II om "I rn �kakW �V70 04 k o I , W> xl" HF>A a'a4 FAy®F ± 3 S I i W=Q U)co �] £ >� It. 8 Qw O -W > m I & x I f ~ S ml m>a pJ NW " L,Vi II x IQ w > I pLr ® 8 2 IaQa �a = e II a F Z)0 LL I Z Q 2SI JLLm Qa I I <xm Z :I JLL > _ I I pO>�> I Z I AP I IH�a �r I �I 12WWLu ca I3� r w Im_jz jm > I a www Ila F-F> IWJco W ZJ II '� >m0. 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Sofia M. Ojeda, PE Digitally signed by Sofia M.Ojeda,PE Date:2018.03.0511:26:08-015.00' 7259 315/18 SIGNATURE OF /PROJECT MANAGER EXTENSION DATE NIGP CODE Prior to advertisement, the contracting/managing department shall determine whether the bid/proposal is one which MBE/SBE requirements should not be applied. MBE/SBE requirements may be waived upon written approval of the MWBE Manager. If one of the conditions listed below exists,the contracting/managing department shall notify the Manager via this form, stating the specific reason(s)for requesting a waiver. If the contracting/managing department and the Manager are in conflict over the granting of a waiver, either may appeal to the City Manager, or designee, and his/her decision is final. Please Check Applicable Reason: QA. MWBE Office: A waiver of the goal for MBE/SBE subcontracting requirements was requested by the Department and approved by the MWBE Office, in accordance with the M/WBE or BDE Ordinance, because the public or administrative emergency exists which requires the goods or services to be provided with unusual immediacy; or =B. MWBE Office: A waiver of the goal for MBE/SBE subcontracting requirements was requested by the Department and approved by the MWBE Office, in accordance with the M/WBE or BDE Ordinance, because the purchase of goods or services from source(s) where subcontracting or supplier opportunities are negligible; or QC. MWBE Office: A waiver of the goal for MBE/SBE subcontracting requirements was requested by the Department and approved by the MWBE Office, in accordance with the M/WBE or BDE Ordinance, because the application of the provisions of this ordinance will impose an economic risk on the City or unduly delay acquisition of the goods or services; or =D. MWBE Office: A waiver of the goal for MBE/SBE subcontracting requirements was requested by the Department and approved by the MWBE Office, in accordance with the M/WBE or BDE Ordinance, because the MWBE Waiver is solicited based on the sole source information provided to the MWBE Office by the managing department's project manager. Justify Commodity or Service Waiver Request: The purchase for additional work that is self-performed by the prime contractor and the non-M/WBE subcontractors identified in the original utilization plan. Please use additional sheets,if needed M WBE OFFICE USE ONLY: PattyJean Wilson Digitally signed by Patty Jean Wilson C 1p Y Date:2016,03,0516:20,49-00'00' 3-5— 1 Approved Signature of M/WBE Authorized Personnel Date Not Approved Signature of M/WBE Authorized Personnel Date Rev.2-20-13 CPN: CO2014 Change Order #2 Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Lissette Acevedo, PE, PTOE, PMP° Program Manager 4/4/2018 M&C Review Official site of the City of Fort Worth,Texas CITY COUNCIL AGENDA F(1R�,141 H COUNCIL ACTION: Approved on 4/3/2018 -Ordinance No. 23168-04-2018 DATE: 4/3/2018 REFERENCE G-19261 LOG NAME: 20OLD DECATUR ROAD PHASE 2 NO.: CO2014 IMPACT FEES CODE: G TYPE: NON- PUBLIC NO CONSENT HEARING: SUBJECT: Adopt Appropriation Ordinance Increasing Estimated Receipts and Appropriations in the Old Decatur Road Reconstruction Project (Phase 2) of the Transportation Impact Fee Capital Legacy Fund (39008) in the Amount of$155,000.00, Authorize Execution of Change Order No. 2 to City Secretary Contract No. 49291 with Jackson Construction, Ltd, in the Amount of$60,397.09 and an Additional 45 Calendar Days to the Original Contract Time for Old Decatur Road Reconstruction Project (Phase 2) (COUNCIL DISTRICT 2) RECOMMENDATION: It is recommended that the City Council: 1. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Old Decatur Road Reconstruction Project (Phase 2) of the Transportation Impact Fee Capital Legacy Fund (39008) in the amount of$155,000.00 and reduce the fund balance in the Service Area G Project (UN9917) by that same amount; and 2. Authorize the execution of Change Order No. 2 to City Secretary Contract No. 49291 with Jackson Construction, Ltd, in the amount of$60,397.09 and an additional 45 calendar days for the Old Decatur Road Reconstruction Project (Phase 2), thereby increasing the contract to an amount up to$4,447,442.74 (City Project No. 02014) and contract time to 345 calendar days, subject to incentives earned. DISCUSSION: On May 16, 2017, Old Decatur Road from IH-820 to Angle Avenue (Phase 2) was awarded to Jackson Construction, Ltd in the amount up to$4,319,628 to construct one new travel lane in each direction on Old Decatur Road from Angle Avenue to Loop 820, with a continuous left-turn lane (M&C C-28244). Change Order No. 2 in the amount of$60,397.09 includes reconciliation of additional quantities and costs associated with changes in site conditions during construction and adds 45 calendar days to the contract time. Change Order No. 1 was approved administratively in the amount of$67,417.65 to address contractually- permitted pricing adjustments at the start of construction. The revised contract amount, which includes performance incentives is$4,447,442.74. The revised contract time will be 345 calendar days. Staff is requesting the appropriation of$155,000.00 from Service Area G (Project UN9917) of the Transportation Impact Fee Capital Legacy Fund to provide funding to complete the construction of Phase 2. Fund Description Funding Amounts to M&C Date Transportation Impact Fee Capital Legacy Fund $1,753,390.68 C-28244 (39008) Transportation Impact Fee Capital Fund (30108) $859,011.22 C-28244 Street Improvement Fund (39409) $199,959.00 C-28244 2014 Bond Program—Old Decatur Road (34014) $1,507,267.10 C-27500 M/WBE OFFICE—A waiver of the qoal for MBE/SBE subcontractinq requirements was requested by the http://apps.cfwnet.orgleounciij)ackeUmc review.asp?ID=2536B&councildate=4/3/2018 1/2 4/4/2018 M&C Review Department and approved by the MWBE Office, in accordance with the M/WBE or BDE Ordinance, because the purchase of goods or services from source(s)where subcontracting or supplier opportunities are negligible. The project is located in COUNCIL DISTRICT 2. FISCAL INFORMATION/CERTIFICATION: The Director of Finance certifies that upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the current capital budget as appropriated, of the Transportation Impact Fee Capital Legacy Fund. TO Fund Department Account Project Program Activity Budget Reference# Amount ID ID Year Chartfield 2 FROM Fund Department Account Project Program Activity Budget Reference# Amount ID I I ID I I Year Chartfield 2 Submitted for City Manager's Office by: Susan Alanis (8180) Originating Department Head: Douglas Wiersig (7801) Additional Information Contact: Lissette Acevedo (2732) ATTACHMENTS 200LD DECATUR ROAD PHASE 2 CO2014 IMPACT FEES 39008 A018R.docx Form 1295 Jackson Construction 2018.pdf Map OLD DECATUR ROAD - PROJECT LOCATION .pdf http://apps.cfwnet.org/councilj)ackeUme review.asp?ID=25368&councildate=4/3/2018 2/2 CFW Change Order Approval St-COApp02 Page 1 of 3 Routing Assigned To: JT Auldridge, Sofia Ojeda Due Date: 3/30/2018 Assigned By: JT Auldridge Due Time: 3:40 PM Links S fortworthgov/Infrastructure Proiects/02014 - Old Decatur Rd IH820 South to Angle Ave Roundabout/Contractor/RFI/RFI #3/Request For Information - 3 - ODR - 02014.)d fortworthgov/Infrastructure Proiects/02014 - Old Decatur Rd IH820 South to Angle Ave Roundabout/Contractor/RFI/RFI #4/Request For Information - 4 - ODR- 02014.odf fortworthgov/Infrastructure Projects/02014 - Old Decatur Rd IH820 South to Angle Ave Roundabout/Contractor/RFI/RFI #7/Request For Information - 7 - ODR- 02014.1)df fortworthgov/Infrastructure Proiects/02014 - Old Decatur Rd IH820 South to Angle Ave Roundabout/Contractor/RFI/RFI #8/Request For Information - 8 - ODR- 02014.1)df fortworthgov/Infrastructure Proiects/02014 - Old Decatur Rd IH820 South to Angle Ave Roundabout/Contractor/RFI/RFI #6/Request For Information - 6 - ODR- 02014.odf fortworthgov/Infrastructure Proiects/02014 - Old Decatur Rd IH820 South to Angle Ave Roundabout/Contractor/RFI/RFI #9/Request For Information - 9 - ODR- 02014.)d fortworthgov/Infrastructure Proiects/02014 - Old Decatur Rd IH820 South to Angle Ave Roundabout/Contractor/Change Orders/CHANGE ORDER #2/CO2014 C002 MBE Waiver Request Signed.pdf fortworthgov/Infrastructure Proiects/02014 - Old Decatur Rd IH820 South to Angle Ave Roundabout/Contractor/Change Orders/CHANGE ORDER #2/CHANGE ORDER #2 Revised 03.14.18.x1s Attachments(Ol No Attachments have been added to this form. https://projectpoint.buzzsaw.com/ bz web/Forms/ForrnPrint.aspx?Siteld=51500&ProcessI... 3/29/2018