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HomeMy WebLinkAboutContract 41732-CO1 ,. ' cmr SECRETAKY Co CONTRACT NO. FORT WORTH City of Fort worth Change Order Request Project Name[__Fort Worth Alliance Airport Rwy Extension Project,Earthwork Package 3 City Sec# Al 1,2-Z Client Project#(sJ 00960 Project Description Clearing&Grubbing, Stripping of Top Soil, Embankment, Grading and Drainage, Gas Well Access Road Relocation, Major Drainage Structure, Culvert Installation including Headwalls. Contractorl Mario Sinacola&Sons Change Order# 0 Date 1 11/11/2011 City Project Mgr.1 Ruseena Johnson, EIT City Inspector Danny William-s, Paragon Inc. Dept. Aviation Contract Time Totals D Original Contract Amount 2,202,695.50 $2,202,695.5 180 Extras to Date Credits to Date Pending Change Orders(in M&C Process) Contract Cost to Date $2,202,695.50 $2,202,695.50 180 ount of Proposed Change 5rderl 14 Revised Contract Amount $2,285,970.46 194 Original Funds Available for Change Orders $0,00 Remaining Funds Available for this CO $0.00 Additional Funding(if necessary) $83,274.96 $83,274.96 CHANGE ORDERS to DATE(INCLUDING THIS ONE)AS%OF ORIGINAL CONTRACT 3.78% MAXALLOWABLECONTRACTAMOUNT(ORIGINAL CONTRACT COST+25%) $2,753,369.38 ', q• See attached. O a °o o0 0 oA ti •#d �xd0 0 d o o*� ��T oo°°000000°o A° by: a �-XA op� AMM P. Gonzales,Yqpi City Sean► 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. Mario Sinacola& s Michael Sinacola .: } I f5 (L M&C Number L 5; M&C Date Approved I ORTH, TX @ k / o \ G k # LO CI D 04 eoek U19, / I / oil 0 0 3 c o S 3 2 ƒ3 ƒ o < o / / CO 00 0) m $ — $ k % k m � C, cCfj > # / / ƒ / r M 0 3 2 2 ° $ § E E § E § E p 7 k \ 1 .5 2 t E z - k \ k .g % 7 � � k � k k < o © y £ a U. 2 22 « 0 ± / f E I k w = c U2 n 7f R k Fk w « f 3 E � $ d > � w 8 / 2w § 2 \ ? ) k k 2 ƒ \ 0 (D $ 8 t c co E IJ J 2 ' / § 5 2 ° t c e & § 3 2 E a o f § m @ o j 2 cu (D - - _ « k u : , j / ¥Ac t_ / § f 7 a \ D � § t _2 5 § K 2 x 8 § E o — : fill ! 111 / o / / S?2A / ƒ @ � 2 _G \ � kLQ # b a CO 2 o § ƒ cm 3 0 A 2 \ g ƒ 2 < a L LL \ E e A2 m _ \ / � 7 (D k CY / & e / / � c O / cu r Cl) 3 2 bn o _ p m § 3 § @ « o z mt § � p � � 0 � k / k LLJ 0 (D U. "E k \ 0 � 0 # \ � o / Ed \ CL @ / c .2 $ f £ E Jk � e 3 ± » e � o $ / c co 2 y 8 / ƒ a @ m k t ca f CD $ 2 ƒ f 0 ` o : m § § s t @ � ._. g § c 2 @ / R d cc - _ / ( \ \ 5 G 2 . I , 7 ƒ n § \ B 4 § � Q � 2!:1 & E MIWBE Breakdown for this Change Order MWBE Sub Type of Service Amount for this CO Total $0.00 Previous Change Orders Co# DATE AMOUNT Total $0.00 ADDITIONS TO CONTRACT New Bid Item 35 Duct Bank Installations Replace Aggregate Fill with Flowable Fill The original contract documents specified a rock fill around the underground conduit.This was unacceptable to Mario Sinacola and Sons (the Contractor) stated that they would not be able to provide a warranty on the material unless sand was used as fill around the conduit.This was unacceptable to the AECOM (Engineer of Record EOR)and the City of Fort Worth (Owner). Pat Buckley with the City of Fort Worth was concerned about the specified backfill and the close proximity of the conduit trench to the future airport perimeter road. The parties agreed to use flowable fill (lean concrete)as a backfill material instead of sand. The Owner will receive a product superior to the originally specified product by using flowable fill because the conduit will be better protected.The unit price of$6.87/Linear Foot submitted by the Contractor equates to$10.41 L.F for flowable fill with credit of$3.87 L.F.for original #57 crushed aggregate and Prime Contractor mark up of 5%$0.33 L.F. which was verified to be fair and reasonable by survey of local concrete/flowable fill suppliers. Bid Item 28 Install Gabion Mattress Complete In-Place Extend Quantity The engineered quantity did not accurately reflect the quantity of Erosion Control Gabion Mattress portrayed in the drawings.The additional quantity will reconcile that difference. Bid Items 29, 30 and 32 Conduits 1%" innerduct, 1%"conduit and 4"conduit installed The quantities for these items were increased per RFI-13 that directed the Contractor to realign the duct bank from the south side of the Utility Corridor to the north side, increasing the length by 88 L.F. per conduit. Bid Item 34 Electrical Pull Box 48"x 48"Installed The quantity for this pay item was increased per RFI-18, Verizon Pull Boxes were to be installed every 1000'.The original plans did not show a Verizon Pull Box installed between Sta.21+75 and Sta. 38+90. The Contractor was instructed to add a Verizon Pull Box at Sta. 30+20. New Bid Item 36 Export Unsuitably Material(Rock) This item was added per RFI-14, Contractor was directed to remove unsuitable rock from imported fill material and haul off site. Bid Items 16 and 18 Silt Fence and Rock Check Dam These Items were increased to provide more effective erosion protection for new culverts. Add Fourteen Days to the Contract The Contractor submitted a request for an additional 30 days to the contract. He offered the justification that the time between Contract Bid Opening, Contract Award, and Contract Notice to Proceed was in excess of the maximum time allowed in the Contract. The Contractors request claimed that this caused a loss of their ability to use a planned source of suitable embankment material on this project.This in turn caused the Contractor to have to seek another source which claimed additional days were lost. After careful review of the language in the contract we found an ambiguity regarding the maximum time for bid evaluation. ' The contract was silent on the amount of time between Contract Award and Contract Notice to proceed. In light of the ambiguity and silence in the Contract, and in an effort to reach a compromise without burdening the City of Fort Worth with additional overhead costs, we negotiated an extension of 14 days to the contract. Furthermore, we clearly defined that Contract Substantial Completion as the installation of the embankment and conduit according to the Specifications.We excluded complete acceptance of the seeding and sodding as part of Substantial Completion because this portion of the work will not require full time inspection by the City of Fort Worth. DELETIONS TO CONTRACT Bid Items 31 and 33 Conduits 2"PVC Installed and Conduit 6"Directional Bore These bid item quantities were reduced when franchise utility provider Qwest informed AECOM (Design Engineer)that they would not be using this utility corridor. See Addendum 2 Comprehensive Notice to Bidders paragraph 12; Addendum 2 Special Provisions Paragraph 30- 02; FAA Special Provisions Section 30 paragraph 02. M&C Review Page 1 of 2 Official site of the City of Fort Worth,Texas CITY COUNCIL AGENDA FbuWm COUNCIL ACTION: Approved on 1/10/2012 REFERENCE .,, 55AFW- 00960 DATE: 1/10/2012 NO.: C-25385 LOG NAME: EARTHWORKS PACKAGE 3 - CO1 CODE: C TYPE: CONSENT PUBLIC NO HEARING: SUBJECT: Authorize the Execution of Change Order No. 1 in the Amount of$83,274.96 with Mario Sinacola &Sons, Inc., for Additional Improvements on the Alliance Runway Extension- Earthworks Package 3 Project at Alliance Airport(COUNCIL DISTRICT 2) RECOMMENDATION: It is recommended that City Council authorize the execution of Change Order No. 1 in the amount of $83,274.96 with Mario Sinacola & Sons, Inc., for additional improvements on the Alliance Runway Extension-Earthworks Package 3 Project at Alliance Airport thereby increasing the contract amount to $2,285,970.46. DISCUSSION: On April 12, 2011, (M&C C-24864) the City Council authorized the award of contract to Mario Sinacola & Sons Excavating, Inc., for the subject project. The work included: Clearing and grubbing, striping of top soil, embankment, grading and drainage, gas well access road relocation, major drainage structure installation to include headwalls and gabions, culvert installation including headwalls, seeding and fertilizing, electrical duct bank and conduit installation, directional boring under existing roadways and electrical/communication manhole installation. During construction of said project, additional improvements were required. Those improvements include: 1. Duct Bank Installation Replace Aggregate Fill with Flowable Fill 2. Install Gabion Mattress Complete In-Place Extend Quantity 3. Conduits 1 1/4 inch conduit and four inch conduit installed 4. Electrical Pull Box 48 inch x 48 inch Installed 5. Silt Fence and Rock Check Dam An additional 14 days will be added to the contract time and Bid Items 31 and 33 Conduits 2 inch PVC Installed and Conduit 6 inch Directional Bore will be deleted. The net effect of the proposed Change Order No. 1 is as follows: Contract Amount Original Contract Amount $2,202,695.50 Chan a Order No. 1 183,274.96 TOTAL $2,285,970.46 Mario Sinacola & Sons, Inc., agrees to maintain its initial M/WBE commitment of 20 percent that it made on the original contract and extend and maintain that same M/WBE commitment of 20 percent to this first change order. Therefore Mario Sinacola & Sons, Inc., remains in compliance with the City's M/WBE Ordinance and attests to its commitment by its signature on the Acceptance of M&C Review Page 2 of 2 Previous MMBE Commitment form executed by an authorized representative of its company. This project is located in COUNCIL DISTRICT 2. FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that funds are available in the current capital budget, as appropriated, of the Airport Grants Fund. TO Fund/Account/Centers FROM Fund/Account/Centers GR14 541200 055218339800 $83.274.96 Submitted for City Manager's Office by_ Fernando Costa(6122) Originating Deaartment Head: Kent Penney(5403) Additional Information Contact: Ruseena Johnson (5407) ATTACHMENTS 00960 Proiect Map.pdf